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HomeMy WebLinkAboutLUA99-156 - large format ae A SCOFOH PINE 33 MAPLE 6” MAPLE , posts. ‘ Be 30 8 29" SCOTCH SCOTCH PINE: CO. | 4) | ee 3 2 8” SCOTCH PINE PINE \ / 16" SCOTCH PINE \ 9” SCOTCH PI CKO) 7 o. 12” BIRCH « 30" SCOTCH ‘PINE 7 ee SCOTCH PINE Os unseat bet 6” BIRCH ig” SCOTCH PINE x Ase 9" SCOTCH PINE Qe" BIRCH =) 6” MAPLE 3.6" MAPLE 12" SCOTCH PINE 15” SCOTCH PINE “9 0 8 06 Oe y me “SCOTCH PINE.” S649" SCOTCH PINE i G)'2) BIE OK / S49" SCOTCH PINE 6 12” SCOTCH PINE ae = 5.8"" SCOTCH PINE.“ 9 GS: mae Shs Af "7 BIRCH | ES SCOTCH PINE c=" 4*_6" ABOVE PAVEMENT LEGEND EXISTING CONIFER TREE (+) EXISTING DECIDUOUS TREE () EXISTING SHRUB EXISTING SHRUB MASS go3ie SCOTCH PINE © ‘ oe ae 18” SCOTCH PINE sO ‘ PURPLE LEAF PLUM (2)4" HAWTHORN "24" SCOTCH) 2'-6" ABOVE PAVEMENT SCOTCH PINE COTCH PINE ABOVE. PAVEMENT iS gr a / a D> STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT COLEEN R. HOUGH CERTIFICATE NO. 318 SITE APPROVAL SUBMITTAL NOT A NERS ote ti kd 10 n C Se a t t l e Pa c k a g i n g Co r p o r a 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 SE A PA C K CE N T R E NORTH 7, NO. DATE REVISION FLB PARTNER IN CHARGE JH PROJECT MANAGER JH PROJECT ARCHITECT TKC, JA DRAWN CHECK _ ee NS i ae Hough Beck & Baird Inc. LANDSCAPE ARCHITECTURE PLANNING URBAN DESIGN TLE EXISTING_PLANT MATERIALS_PLAN SCALE: _1°=40' 9922 PROVECT NO. 10/21/99 DATE COMPUTER FILE NAME L-4 SHEET NUMBER DD SET FOR CONSTRUCTION commer amen rsrners, mc | LIGHT ni MECH. EQUIP. @ LIGHT MONITOR MECH. E]QUIP. = | (4) (1.9 | ELEVATOR _ > LIGHT MONITOR / MECH. EQUIP. | A [ LIGHT MONITOR MECH. EQUIP. l \ €4 _| J J STUCCO TYPE 2 |\ ~————— pe MONITOR | ] | l STUCCO TYPE 2 | / STUCCO TYPE T\ =—S Se i eS —— f \ ra Vi Ag ! | Z_exisTINe DOCK poor TO BE USED FOR VENTILATION ONLY. (DOCK BUMPERS TO BE REMOVED) “EXISTING Dock |oooRs & ABPHALT RAMP TO REMAIN IN USE \_exrsTINe DOCK DOORS TO BE USED FOR VENTILATION ONLY. (DOCK BUMPERS TO BE REMOVED} Jf \ a ee A | \ | Z_exisTINe boc DOORS TO BE USED FOR |VENTILATION ONLY. (DOCK BUMPERS TO BE REMOVED) f ED (DOCK BUMPERS TO BE REMOVED) / ehistie DOCK DOORS 79 ee U FOR VENTILATION ONLY. 36 ' - 6 ' Ze Z_YISTING Doc DOORS 79 BE USED FOR VENTILATION ONLY. (DOCK BUMPERS TO BE ar | engrne DOCK DOORS TO BE USE FOR VENTILATION ONLY, {DOCK BUMPERS TO BE REMOVED) 1/16" = 1-0" , \NORTH ELEVATION S.A_1000\99065\00\cad\Dd\Xrefs\elevs.dwg BLDG. SIGNAGE STUCCO-TYPE | | -— STUCCO-TYPE 1 & © -—STUCCO-TYPE 1 pone | pore 2 | T | mit SIGNAGE ] | + [ STUCPO-TYPE BLDG. SIGNAGE) 2 S.\_1900\00065\00\cad\DadlXrefs\elevs.dwg *y-t— METAL CANOPY 4 EXIST.FLR. ELEV.s 18.8 “1 -— STUCCO-TYPE 3 “21 cone. me aH 3 LEV. @ EAST & WEST ENTRANCE S:\_1090\99065\00\cad\Dd\Xrefs\elevs.dwg STUCCO-TYPE 1 “\ 116" = 1-0" t\ a 2ne FLR. ELEV.» 34.4° EXIST. FLR. ELEV= 18.8° 1ST_FLR. ELEV.= 18.3' 4 >2NO FLR. ELEV.» 344° XIST._FLR. ELEV.: 18.8 1ST _FLR. ELEV.= 18.3' 7 STUCCO-TYPE 1 METAL CANOPY ———— STUCCO-TYPE 1 5 | 4 ELEVATION @ SOUTH ENTRANCE S:\_1060\99065\00\cad\Dd\ Xrefo\elevs.dwg (8) 1/16" = 1-O° ©) EXIST. FIBERGLASS CANOPY TO BE ~ | METAL CANOPY [ STUCCO-TYPE 2 Tia or | | oS 7 . 3 © = il -FLR. ELEV« 44m © T rT Pou | : it seh vn | tI we me rfFLR. ELEV.= 18.8" A A A FLR. ELEV.= 18.3 _{ CONC] PLANTER & WALL | METAL CANOPY STONE CONC. PLANTER & WAUL I CONC. BOLLARDS GLAZED CURTAINWALL SOUTH ELEVATION 16" = 1-0" EAST ELEVATION NEW STUCCO & GLAZING INFILL @ EXIST. DOCK DOOR =: | | | i | i | _—+— METAL CANOPY me ane . } —_ tet Phe ents! faite - NEW OPENING w/ STUCCO L-——+—— STUCCO-TYPE 5 ig ee anes ena Manel Saeoee aS ‘ate | aa one eer ee | & GLAZING INFILL © EXIST. WAL | i } pli = u i i “ ; Ubi ESS ro \ ; Al L——+—— CONC. PLANTER j af ia I | / ee ee ee Se 4. YE — ! } c ———— \L cone PLANTER WALL 1/16" = 1'-O° 08 S.\_1000\99065\00\cad\0d\xXrefs\eleve.dwg METAL CANOPY | ; stucco-r0Fe 2 ==. —— ] RE-USED FIBERGLASS CANOPY l RE-USED FIBERGLASS CANOPY f- NEW DOCK DOORS “| RE-USED FIBERGLASS CANOPY [- NEW DOCK DOORS ~\ WEST ELEVATION ‘cone. PLANTER WALL Lew STUCCO & GLAZING INFILL @ EXIST. DOCK DOOR METAL CANOPY ~——_~ STUCCO-TYPE 5 7———4 CONC. PLANTER 7#——Y1 f- STUCCO-TYPE 1 2ND_FLR. ELEV.s ae ay EXIST.FLR. ELEV.= 18.8° 1ST _FLR. ELEVs 18.3’ 1/16" = 1-0’ S\_1000\90065\00\cad\0a\Xrefs\eleve.dwg 414 OLIVE WAY Ss UIT E 5 0 9 SBATTLE WA 98101 (206) 623 3344 ARCHITECTURE FAX(206) 623 7005 PLANNING & INTERIOR DESIGN Se a t t l e Pa c k a g i n g Co r p o r a t i o n 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 SE A PA C K CE N T R E NORTH ap NO. DATE REVISION 10/25/99 SITE APPROVAL WS PARTNER IN CHARGE JP PROJECT MANAGER JB PROJECT ARCHITECT JD/CS DRAWN JB CHECK PROPOSED BUILDING ELEVATIONS 99065 EVELOPMENT PLANNIN qIa5/G0 CITY OF RENTON DATE NO¥-044899 E.\99065 ee COMPUTER FILE NAME et =f VED Aod.0 SHEET NUMBER NOT FOR CONSTRUCTION ccm ores umn purmers wc 414 OLIVE WAY 8s UIT B 5 0 0 SEATTLE WA 98101 (206) 623 3344 FAX(206) 623 7005 ARCHITECTURE PLANNING & INTERIOR DESIGN A= 87°28 22" R =55.00! L = 85,89! A -90°51'48' K =35.00' L = 86.90 OA K E S D A L E AV E . SW . | 45 v 4 u w , 3 | | SCALE: |" = BO' O 40, 80 1GO SW. 4IDT ST, NORTH & > N 88°36'91" Ww C4. 69) —S— ere eee a AKIT| LEE ELLE PTT ATT TTT TT TTT PTET TTT ZOC FT. SETEACK LINE FRO/T "OR DINAKY HIGH WATER ITAKK" TP S , SI " IM S T T T ST I T T ) TT T T T T T T T T RT I WAREHOUSE PROPOSED PARCEL A N OP 5 4 ' 9 7 " & WAREHOUSE eat (| , PO S , 58 ) Tm Ly | | N /. im _—-— Se = = om Mom J. — PEELE ~~ BEDEUU EEA perpen 10 0 FRAREREREERERRRRRRATET HLELLLELL ere 5S BS°S6'5/" 670,90 a 48 SW, 45RD ST. PARKING INFORMATION PROPODED PARCEL A EXISTING PARKING SPACES: 269 GENERAL SPACES REQUIRED PARKING SPACES: 247 GENERAL @P ACES Se a t t l e Pa c k a g i n g Co r p o r a t i o n 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 SE A PA C K CE N T R E NORTH as NO. DATE REVISION 10/25/99 SITE APPROVAL PROJECT MANAGER JB PROECT ARCHITECT Se EXPIRES 8/20/00 x DATE: EXISTING PARKING DETAIL PROPOSED PARCEL A FOR: SEATTLE PACKAGING CHADWICK & WINTERS PROJECT §: 28-2224 LAND SURVEYING, INC. waives 4e25s ae 6256 38RD AVE. N.W., SEATTLE, WA 98107 PHONE: (206) 297-0996 FAX: (206) 297-0997 E-MAIL: CWSURVEY@MSN.COM CLIENT: SEA PACKAGING TE SURVEY DE Oa aE Sa Ra a 99065 PROJECT NO. 10/25/99 DATE NOUV UZ [93s COMPUTER FILE NAME SHEET NUMBER NOT FOR CONSTRUCTION crm esse una esenens we NEIGHBORHOOD DETAIL PLAN a 42002 ‘ | hae 3 < 60 ! 20 | |? My del I 3% ra | 2 \ Py s (Aj | ee A “ . peed ‘aa | j Jal, mak 4 i w 9 ae iol lei 1 ts | |e i 8 = 2 4 ‘2 Bs | 8 | le x S.R 378-79 ui is po ; - <q fap 7 f 10 . . Vy : 1 me Za 3 L----4 % IS} i A565 Bey Sa a - _sg3p of SIA 6463) 3| x |, \ | ~~ WY 2 ‘plc] 1X RAILROAD R/W & "gastROAD ABQ _SSMP y.83 35 ion rl 41998 a | [de 02 _| Lame ait [s seed OS ee ER ae cemet 2 SESS aee aeee ® CY 46002 v A ee en = 1 5 a t | : - 2 TRACKAGE esr ~ | w TX} | " te} is at ud I x ; | fel [1 3| > |e 3 © |g b 2 wl B U | L R 6 3 © |e ha} ho e 4946 2 [ne] Pd ag ra) a , i g © ’ i t 656.55 ; 3 = bl? —, | : Q ‘, = 5 —_— i 3 Ils | ahs : v 8 “|| 8 “2 486 33 220, 13086 | BS, oO <a stenont . 39TH ST. S pa. = — 449 64° Wwordin ase (30-44 —~ 4122" 130 80 BUN Di N G ; 4 w UG (2) Fg z ; ei > (1) | F ff Seg | ~ Siig ais |e ; o <_ ads, YI] ye 2 ee B86 dt gas , 4 = = 9 a i ! ranean a See —o ~ JER aot 8 Se coarse ce. te RAE ROA Date e / W abate i, | % 4 = S.P LUA-96-146-°SHPL | | g yong —— venom arent mentee ee seater ere scpscans arn zo a SOL. 00! rracnas >= | «@: re we mobili 2 mmo ay, bd oz OEE UME cree few SE oS ong wepag CAAENASE . A808T aya, < a Ps -— e546 | as 20° | TRACKAGE E8M7T ARES BF a Ave — . Le PLS, S852. 20. PRRCKAGE eet? ttt tre tetent tp RAVER OLD, AT, z . WTAE ROAD RL Bl 3] eS BE pow a ~ggpgy— ‘ fe TE SE Bie me NODE vee + ACD e ps a he ee OS Type oe = ee BETIS. mo ERAT 8 ne ee eee . k, an) € a —_ Ce -/ > G LN \ 1340.72 —— 303 seme 28 ° 5 2] Sr oens e = =a _ aa . ; aa i \ = totpetesheotopairatent aay a on aUamniDS Ling | >> ~—wrser vu VIN WNURTAER » ee ee ! { ~ ! r Ps BES Ps 12 S — naan aan tie | 2 - © ORILLIA INDUSTRIAL P ZC { } 1 aS 2 8 ~“) 5 _ 7 BP - v = c | STERN AND CO oo wee?! ent? 4 a | y 2 OF RENTON OIV. | ~ / a i, ol \ yA ae port JU! ) a WW: crtchebmbantckataaeaia M tackales pect, Yann ny _f£ see yy gt STERNGO—LAND—CO. ee { 7x ale a o* ys - -_ AY) SW ee ad 8 SW. 41ST Si 6 ee es ee | eee ~¥i, ‘as 55.1 / Ss , ui < ne 7 > K O L ob B U “ > 1 qt r 7 6 x ‘ | ra why — RANK K KK NPE. LK KK KN E&Y Ft & EUR EE fe. — -— 5685-—- ae — - here 22! i —L PBX AANAPBROAXANSNSE aE appeal cnaasiemeemmpeoeneens © Riera A GEORGE JONIENTZ a" | i 1}: bo 6.08 Ac | = > © ns 8 Ne br. we | an ) Re 5 ; | | ui fa a Wa i STERNGOLAND—CO. X al a | sternco | STERNCO J <go 2 i tie /| LAND CO. 4 LAND 60. S A _ i ae — 4 a | 3] at er wd pene LE FROM FE purge ¥ 669 ee a ee NS | “1 14 ee Lt = Ce ee fe ae ~ GEORGE | | y | NS) ae | | /ASONIENTZ | L 13! {: 43RD|ST PLAZA BLDG ifs 3 M ae | | eazAg| | ~ ,o | pT a rat Nie | I] Seca] | | 3 w Sel] § & Fi 30 Ac. 1 Pay 174 Ac. rt ‘tga w | ‘ he ke | es yn] 1.42 io LeU Ac. | | — | a SRC. } bi It “ow = j { fi 4, Ky oh. Zt. 7 et ti bad aa 600. 1036 at ee egy be | argc L889 8 ilies 4s a gig — ——— ocjocmoc P 43RD CORPORATE T. LIM Leon Somos coe ee oo oes ooo se oo oo No co SOR RORATE S! REN Noa ooo =f Gig TK ENT 4357 “CORPORATE 65957 465.01 KEG "®| = CORPORATE) Tease tT) 1 LIM a. B60 103.24 + [dos4 ; NL Sse ee = L Sel pose acces coer | [Js] wssenece PRING SB R So oe sorts fe lis gis ie sis URLING & | ts og (3) j§ (2) & BR = eee di () po| D ‘i re ‘ a 200 @| ou | 26. ! bg ) \ t ae Sta Cra of 7, EMT TE “ , | l i ney 1 2 3 re . «3 | “- isa) wo . 23 T is =lB = | (4) 7 | (2) 8301 (1) g | TRACT 0D ay | S.S. SPC-96-20 | pores GOV'T. LOT | 2 Se 34 88 ste ee S.P 76-2! 29.32 AC. oy re 40015 | 460.47 y = Rf a) okt Lid TALLY CPDRPORATION ; a Fy” S ! Co " gor 1 | _ 1 AY poet g Pad Keds Ws : o. 14.39 Ac. Morris S.AC. 94-6 a ®) Sie 18TAG. +10 } TZ. 63} c 7 if mo (Ss I84TH PL ) _— Ht 343 2.16 Ac \ oe — cman mene mee» ee a ernie RG NE - 3. (NGRESS , KORESS sasamanr 100.23 _. r Pace anes g fs oo LL + 7 i | 269.16 ~ 1841? (7) 1.30 Ac 200.01 i | | ‘ © TL.65 i , ‘ » 0 ; | 31 CO S.P.C. 80-8 ! F ta - : | | a 0.84 Ac. 72.54 5 | | | iy Ld ono A = | ; ' ae he 4507 © . ‘ 1 < oo QO Bo 2 F 5 ce | a — | Is $ BURLINGTON NORTHERN. ‘NC JOSEPH E. : | ta rT). 8 — THOMAS | : S = 2 . hy 2 TRACT € ‘o. 3 | , Ror a °o 4 Fl we : 8 al SCALE: 1° » 200'-0" 0 200° 1000' 2000' PROJECT TEAM OWNER SEATTLE PACKAGING CORPORATION 3701 SOUTH NORFOLK STREET SEATTLE. WASHINGTON 98118-5639 PHONE: (206) 725-2000 FAX: (206) 725-9850 CONTACT: DARCY MEYER MARK HELD JACK ALKIRE CITY OF RENTON: GORDON YOUNGER - CEO RENTON CITY HALL SIXTH FLOOR 1055 SOUTH GRADY WAY RENTON. WASHINGTON 98055 PLANNING/BUILDING LESLEY NISHIHIRA ASSISTANT PLANNER DEVELOPMENT SERVICES DIVISION DEVELOPMENT/PLANNING (425) 430-7270 (425) 430-7300 PHONE: FAX: FIRE PREVENTION BUREAU JAMES E. GRAY ASSISTANT FIRE MARSHALL PHONE: (425) 430-7023 FAX. (425) 430-7044 E-MAIL. ARCHITECT jgray@ci.renton.wa.us MITHUN PARTNERS, INC. 414 OLIVE WAY. SUITE 500 SEATTLE, WASHINGTON 98101 (206) 623-3344 (206) 623-7005 PHONE: FAX: CONTACT: JAY PICKERING, ALA. PROJECT MANAGER CONTRACTOR STRUCTURAL/CIVIL COUGHLIN PORTER LUNDEEN 217 PINE STREET. #300 SEATTLE, WASHINGTON 98101 PHONE: (206) 343-0460 FAX: (206) 343-5691 SRUCTURAL ENGINEERING JOHN 6. SMITH. PE. STRUCTURAL PROJECT MANAGER CHRISTOPHER S. DUVALL STRUCTURAL ENGINEER CIVIL ENGINEERING NINA COUSINS, CIVIL ENGINEER GEOTECH ENGINEER ZIPPER ZEMAN ASSOCIATES, INC. 600 ist AVENUE SOUTH, SUITE 237 SEATTLE, WASHINGTON 98104-1215 PHONE: (206) 264-8295 FAX. {206} 264-4818 CONTACT. ALVIN R. ZEMAN, P.-E. LANDSCAPE ARCHITECT HOUGH, BECK, AND BAIRD, INC. 1000 LENORA STREET, SUITE 516 SEATTLE, WASHINGTON 98121-2725 PHONE: (206) 682-3051 FAX. {206} 682-3245 CONTACT: FRED BECK, ASLA VICE PRESIDENT JAMES L. HOWARD, ASLA SENIOR ASSOCIATE TRAFFIC ENGINEER EDIFICE CONSTRUCTION CO., INC. 1417 31st AVENUE SOUTH SEATTLE, WASHINGTON 98144-3909 (206) 328-2700 (206) 322-8594 PHONE: FAX: CONTACT: WILLIAM ALEXANDER PRESIDENT PROJECT ADDRESS: JURISDICTION: APPLICABLE CODE: LAND USE CLASSIFICATION: THE TRANSPO GROUP. INC. 1730 118th AVENUE NE, SUITE 300 KIRKLAND, WASHINGTON 98034-7120 PHONE: (206) 821-3665 x240 FAX (206) 825-8434 CONTACT: JEFF L. SCHRAMM TRANSPORTATION ENGINEER SURVEYOR CHADWICK AND WINTERS 6256 3rd AVENUE NW SEATTLE, WASHINGTON 98107 PHONE: (206) 297-0996 FAY, (206) 297-0997 CONTACT: BOB WINTERS 1000 SW 43rd STREET RENTON, WA 980595 CITY OF RENTON U.B.C. 1994 WITH AMENDMENTS MEDIUM INDUSTRIAL ZONE LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, THENCE SOUTH 01°47'51' WEST ALONG THE WEST LINE THEREOF 1278.87 FEET TO A LINE 48 FEET NORTHERLY OF AND PARALLEL TO THE PROPOSED CENTERLINE OF SOUTHWEST 43rd ST. SAID PROPOSED CENTERLINE BEGINS AT THE INTERSECTION OF THE EAST VALLEY HIGHWAY WITH THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. AND RUNS THENCE WESTERLY. IN A STRAIGHT LINE, TO THE INTERSECTION OF THE CENTERLINE OF THE WEST VALLEY HIGHWAY WITH THE SOUTH LINE OF GOVERNMENT LOT 2 OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M: THENCE SOUTH 88°36'37' EAST ALONG SAID PARALLEL LINE A DISTANCE OF 14539 FEET TO THE TRUE POINT OF THE BEGINNING; THENCE CONTINUING SOUTH 88°%6'37' EAST ALONG SAID PARALLEL LINE 670.36 FEET: THENCE NORTH 01°23'23' EAST A DISTANCE 905.92 FEET: THENCE NORTH 88°'36'37' WEST A DISTANCE OF 664.69 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 55.00 FEET, AN ARC DISTANCE OF 86.00 FEET THROUGH A CENTRAL ANGLE OF 89°35'33' TO A LINE 90 FEET EAST OF AND PARALLEL TO THE WEST LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26; THENCE SOUTH 01°47'51' WEST ALONG SAID LINE A DISTANCE OF 795.95 FEET. THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 55.00 FEET, AN ARC DISTANCE OF 86.78 FEET THROUGH A CENTRAL ANGLE OF 90°'24'28' TO TRUE POINT OF THE BEGINNING. PARCEL B: AN EASEMENT FOR INGRESS AND EGRESS OVER, ACROSS, AND UPON A STRIP OF LAND 90 FEET IN WIDTH, HAVING 45 FEET OF SAID WIDTH ON EACH SIDE OF THE EAST LINE OF THE ABOVE DESCRIBED TRACT; EXCEPT ANY PORTION LYING WITHIN PARCEL A ABOVE. INDEX A0.0 A0.1 COVER SHEET SURVEY CIVIL C1.2 LANDSCAPE CONCEPTUAL GRADING, DRAINAGE, & UTILITIES PLAN L-1 L-2 L-3 L-3 PLANTING PLAN PLANTING PLAN PLANTING SCHEDULE EXISTING PLANTING MATERIALS PLAN ARCHITECTURE Al.0 Al. Al.2 A2.0 A2. A2.2 A5.0 A6.0 EXISTING SITE PLAN EXISTING BUILDING ELEVATIONS PROPOSED SITE PLAN PROPOSED FIRST & SECOND LEVEL PLANS PROPOSED ROOF PLAN PROPOSED ENLARGED FIRST LEVEL PLANS PROPOSED BUILDING ELEVATIONS PROPOSED BUILDING SECTIONS ABBREVIATIONS ANCHOR BOLT ACOUSTICAL TILE ACCESSIBLE ACTUAL ALUMINUM ANODIZED ANTENNA APPROXIMATELY ARCHITECTURAL ASPHALT AVERAGE ANGLE BOARD BARRIER-FREE BITUMINOUS BLOCKING BEAM BOTTOM OF BRICK CARPET CERAMIC TILE CENTER TO CENTER CEMENT CUBIC FEET PER MINUTE CAST IN PLACE CONTROL JOINT CENTER LINE CEILING CLOSET CONCRETE BLOCK CARPET CONSTRUCTION CONCRETE CONTINUOUS CORRIDOR COLD WATER CHANNEL DOUBLE DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DITTO DOOR DOWNSPOUT DETAIL DRAWING DIAMETER EACH ELECTRICAL ELEVATION EXPANSION JOINT EQUAL EACH WAY EXISTING EXTERIOR FLOOR AREA RATIO FINISH FLOOR FINISH FIXTURE FLOOR FLASHING FACE OF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FURNISHED BY OWNER. INSTALLED BY OWNER FIRE RETARDANT TREATED FOOT, FEET GAUGE GALVANIZED GLASS GRANULAR GROSS SQUARE FEET GYPSUM WALLBOARD GYPSUM HOSE BIBB HOLLOW CORE HARDWARE HOLLOW METAL HORIZONTAL HEIGHT HOT WATER HOT WATER TANK INSIDE DIAMETER INSULATION INTERIOR LONG LAVATORY POUND LOAD FACT/LINEAL FT. LIGHT MAR MARBLE MATL MATERIAL MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MTL METAL MIN MINIMUM MO MASONRY OPENING MOD MODIFIED MUL MULLION NA NOT APPLICABLE NAT NATURAL NIC NOT IN THIS CONTRACT NO, # NUMBER NOM NOMINAL N.S.F. NET SQUARE FEET NTS NOT TO SCALE OA OVERALL oc ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OPEN'G OPENING OPP OPPOSITE F PAINT P LAM PLASTIC LAMINATE PL PLATE PLYWD PLYWOOD POLY POLYETHYLENE PNT PAINT PREFAB PREFABRICATED PT PRESSURE TREATED PTD/WR PAPER TOWEL DISPENSER : IWASTE RECEPTACLE d PENNY QT QUARRY TILE R RISER, RADIUS RB RUBBER BASE REBAR REINFORCING BAR REF REFERENCE REQ'D REQUIRED RESIL RESILIENT REV REVISION RD ROOF DRAIN RF ROOF RM, RMS ROOM, ROOMS RND ROUND RO ROUGH OPENING $&V STAIN & VARNISH Sc SOLID CORE ScD SEAT COVER DISPENSER SCHED SCHEDULE SEC SECTION SF SQUARE FEET SL SLIDING SHT SHEET SHTG SHEATHING SIM SIMILAR SNV SANITARY NAPKIN VENDOR SNWR SANITARY NAPKIN WASTE RECEPTACLE SPECS SPECIFICATIONS SQ SQUARE SRWY STAIRWAY ST STEEL, STAIN STD STANDARD STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL T TREAD TBD TO BE DETERMINED TEL TELEPHONE TEMP TEMPERED TH THICK(NESS) THRESH THRESHOLD T.O. TOP OF TPD TOILET PAPER DISPENSER TYP TYPICAL UNFIN UNFINISHED UR URINAL VB VAPOR BARRIER VR VAPOR RETARDER VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VTOS VENT TO OUTSIDE VTR VENT THRU ROOF W WIDTH WC WATER CLOSET. WALL COVERING WD wooD WNDW WINDOW WI WROUGHT IRON WT WEIGHT WM WATER METER WP WATERPROOF WY WAY YD YARD LT! PAR UN E ARCHITECTURE PLANNING & INTERIOR DESIGN 414 OLIVE WAY s U IT B 5 0 0 SEATTLE WA 98101 (206) 623 3344 FAX(206) 623 7005 SE A PA C K CE N T R E Se a t t l e Pa c k a g i n g Co r p o r a t i o n 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 Wf NRE YAS eR ei PANY ces MRL ae ees Fa eR | EEE ss the eee a NO, DATE REVISION 10/25/99 SITE APPROVAL WS PARTNER IN CHARGE JP PROJECT MANAGER JB PROJECT ARCHITECT DS DRAWN JB CHECK 99065 PROJECT NO. 10/25/99 DATE COMPUTER FILE NAME AQ—0 SHEET NUMBER NOT FOR CONSTRUCTION COPYRIGHT (©)1998 MITHUN PARTNERS, INC. S.W. 4Ilst STREET mao FIRE HYDRANT BIRETHYORANT—— BELL SYSTEWS MH FE at i +H FA F. EET T TT i, Typed [eT ITT seek, «| et PEs ounte 7 : B.U. ASPHALT af eer TRANSFORMER / WHEELCHAIR RAMP [38 SETBACK FROM B.U. ASPHALT RAMP | seater i z , Sato, ACCESG AREA INARY /HIGH WATER WARK: ha 1 (os ds (4s (OW re Y (41) (42) (4) (15) (7) (8) Ge) Go da) 2d 3) (206) 623 3944 20-0" (1) (ey (5) ORK (Hig aE (10) 542'-0 1/2' (16) 46-10 1/2" 20'-0" ARCHITECTURE FAX(296) 623 7005 ¢ \ 127.00" e) 90-4 V2 EU LP Tg Tele , AZSS' PLANNING & FIRE HYDRANT A sd 2 1 y 6 | — | sah 8 gree 1 eS NE ae) (CLL LL LL LLL —— FH. ACCESS AREA (x) | ay | _____{illn | ~ \) oe | a —— +! = = — (N) TEL. UTILITY BOX BELL ITEL. MH. STORM MH. PUGET POWER 3 17.80° 6 . . | | a a: ee a a a | L _ 1 1 4 4 1 __4| | a - _ may | 4 HIGH} CONC. | | | S 2 | LOADING PLATFORM COMPUTER FILE NAME T.G.B. cS Lt) cs 4) on Qa | , , Hw < : . O | ‘ | | STAR.EIPE Z, OU 3 17.80' . ia . 2 Po he | ( JO ¢ , | IFES ‘| | | Zap Y | | | , ad | oh E 5 5 WALL MOUNTED, 17.15' a a WATER METER [| _ TCR - of 4 pop dd a 1 oommt..1 _ 4 4 1 — 1 __ 1 of} sec werens 18) 7 F.H. ACCESS AREA a _{ —_ | . “SS \f ® BO . P.S.E. UTILITY BOX RSS ~~ WALL-MOUNTED » fe! | : anism be WATER ———»o AES: METERS LH | tte | ‘| qn} + ‘SIAMESE’ F.H. HOOKUP "| ELEC. TRANS —+— Lo ) } Y (eens P| = 3 F.H. ACCESS AREA ieee : (4)—+— — a ig at + — Ft — —t — — 7 — t — i — + TT wt =f XH) ) FIRE HYDRANT BRACES ; | ceeer ar tT WATERSS | : YU 3 | DRAIN MH.——~ | aN ! | , ~ VY) yo, 17.80 17.80 = @) | Hyg - fe f fof fp ff fe pe my Ss i ; P Sn 5 Lo I — = ASPHALT. PAVING : | ui | | \: | | NORTH x ————— , | / (F) | ll 80" Sf Cd tl L _ | _l tL _ l _l 1 _ _ I | __] t lL __]l t [ _ t _l 17,80’ _| | @ 17.80° Ti EBON 7 12.80". — | Ruzso" ——, | ZN D | Z | ! x - NO. OATE REVISION EXISTING SITE PLAN NOTES o | | | | | | | | | | | 10/25/99 SITE APPROVAL |, ) | TOTAL EXISTING SQUARE FOOTAGE OF SITE 668,500 GS-F. 5 5 | Pos east FIRST FLOOR(EXISTING}) 371.070 G.S.F. | | oO _ 4 _ 4 _ _ _ _ 4 _ _ _ _ + fo) | Z SECOND FLOOR(EXISTING) 0 GS. | | | | | Le 7 TOTAL SQUARE FOOTAGE OF EXISTING BUILDING 971.070 GS-F. aa ps PERCENTAGE OF LOT COVERAGE 564 17.80 17.80" TOTAL SQUARE FOOTAGE LANDSCAPED AREA 63.576 G.S-F. Ld — TOTAL SQUARE FOOTAGE IMPERVIOUS AREA 605,924 G.S.F. P.S.E. UTILITY BOX | TOTAL PAVEMENT AREA 233,854 G.S.F. varer —w. TT] SSO \ ALLOWABLE BUILDING HEIGHT UNLIMITED ; sf = ————— EXISTING BUILDING HEIGHT 27'-0' meni mr Z - . . - 7 = - 7 - : - + 7 4 42.807 we BUILDING SETBACK ALLOWED BY CODE _ aie leommur | ern WBE ARTERIAL STREETS 20 water ———~-° lO — OTHER STREETS 15° | fs JB EXISTING BUILDING SETBACKS 95’ FRONT Luge | sane TES t115° SIDE TYPICAL 10° MINIMUM | i | | DS 90’ REAR LANDSCAPING SETBACK | | l DRAWN pe JB if | __ jo | Joi, en os 1 _ 2 Oo 4 a | Jo, Lop of | 41-6) ae X19.05') | CATCH BASIN, TYP. 1, Ae er Li T.C.B. | EXISTING PARKING ANALYSIS : ia | up up | | STANDARD STALLS 269 . COMPACT STALLS (16%) 0 , 4 - ae - + - + ~ + - - + ~ + ~ + - + 21s — —|1_(p) ACCESSIBLE STALLS 0 | | | | | | | | | | | | | | | TOTAL STALLS 269 | TYPICAL 20° SETBACK -———___ > ot LANEERS. TYG. Kap aos A | , ————— \ , , i | | | | | | | | | | | | | | | | ; . | FYISTING O _|o O - ELEC. TRANSFORMER — 7 ; (A) Ras} + tat th is , ta 7 | (A) ! SITE PLAN rs pen ee ae ee i EL] PLR, 1 po? fl] 1] teow . | | | 1 = 18.80 2 | | i‘ I} | ll, i | | | R | le | j ; ; 5| |! | 90065 20}-0" | 98-6 1/2 19.05" 7 | na | P pase | TT | | 46-10 172 me Loe ! | ) a . be pee oe — / \ ue NAT 1) 7 7999 OO OOO®@©® ©©Oa&DOSOHHOHOSO BELL SYSTEMS MH. Zé cy \ LY ‘ PUGET POWER : 16 AS ; T.Cp an ACO — 27 | UTILITY BOXES pl ON. 2109155: 18.05 |” 18105" a 18.09 18.05" | | 8.30) ; , - ° | - —f-TYPICAL 20° SETBACK , \EXISTING GROUND FLOOR & SITE PLAN a er ee se _ _ _ _ Se eee ren [ Al : 1/32" = 1-0 NOT F OR CONSTRUCTION COPYRIGHT ©1998 MITHUN PARTNERS, INC. S.W. 43rd STREET LINE OF PROPOSED ADDITION LINE OF PROPOSED WORK BEYOND (41) (2) (3) LINE OF PROPOSED WORK BEYOND I T * 414 OLIVE WAY s U IT E § Go 0 SEATTLE WA 98801 (206) 623 33 44 —~—-{----_~—-_4 t ARCHITECTURE FAX(206) 623 7005 PLANNING & INTERIOR DESIGN 732 = 1-0" Qu: ELEVATION LINE OF PROPOSED ADDITION LINE OF PROPOSED WORK BEYOND (23) (22) (21) ——LINE OF PROPOSED WORK BEYOND peoot+ eee 1/32" = 1-O° (2 HORT ELEVATION , Re n t o n WA 98 0 5 5 LINE OF PROPOSED ADDITION LINE OF PROPOSED WORK (N? <M) ) «K) ey, ee s | a Ne } { Se a t t l e Pa c k a g i n g Co r p o r a t i o n 10 0 0 SW 43 r d St r e e t 1/92’ = 1-O° SE A PA C K CE N T R E 3 Me ELEVATION NORTH as NO, DATE REVISION 10/25/99 SITE APPROVAL LINE OF PROPOSED ADDITION LINE OF PROPOSED WORK TT ] LL |_ | | ili a TE ROS WS PARTNER IN CHARGE JP PROJECT MANAGER C4 BAST ELEVATION Sein 1/32" = 1-0" DS.CS | | ] | | | | | ] ] | EXISTING BUILDING ELEVATIONS 99065 }———t T 10/25/99 fi eig 7 vwN DATE NUV UA Sys COMPUTER FILE NAME 1/32° = 1-0° { | e SHEET NUMBER NOT FOR CONSTRUCTION cco ress una earners, ne (5 RULOINS SECTION S.W. 4Ist STREET =) f TYPICAL 10° LANDSCAPING “) W: ® SETBACK (EXISTING CONDITION} Oo he as ree Fee e. jue | | si oe sic er es sci te Wa — ea LOADING Dock eee — TING Where DOCK DOORS — me aG “Z z , 414 OLIVE WAY Ss UuUIt_T E 5 0 6 SEATTLE WA 98101 (206) 623 3344 ARCHITECTURE FAX(206) 623 7005 PLANNING & INTERIOR DESIGN LL, d sn | | TO REMAIN. REFER TO 1/A-5. TQ REMAIN, REFER TO |1/A-5.0 : : : =m ms @ pee cn. SN Sih i = <> ean a ee oa See ae ae ' Ss : ae 5 Bem ad v2 : Bet Dee rg 7 x z ce 2 . pee 3 vated " TRESS ‘ ~ % 2 —— : Se = 1 :: — : = s, = = ae fe = ; = = eee eo ie : — a 2 sen : ae zz a ae ees anes 5 me ES oe ee & : oe te i : 52 E Gece tae, Teer er, cares me % ss - d ee? : eo Se med 48, es ee ° ¢ q eine = ee } = a. fi | . Ss es ae = _ See 9 ee . : | te : SS : 2 oe areas eae " Soe re FS : = a Be e . ae = i Peet : = = es 1 Py i | eee f : | ‘ ; S 3 Oe as Po OPS ee % Fee ‘ Fa . ae i : z i . atte ae a ae ae |-— 4° HIGH: CONC. Se cae = are er ea: 4 : ; a4 ~ LOADING sp r e . ‘ he art Z Q as be y RN a a Ba p e so r 2S Pa l a te s S N . fe e t te © —- - - - - - - - - 4 - - - - Se a t t l e Pa c k a g i n g Co r p o r a t i o n 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 SE A PA C K CE N T R E ASPHALT PAVING NORTH & PKG.- TYP. \ ~ PROPOSED SITE PLAN NOTES TOTAL EXISTING SQUARE FOOTAGE OF SITE 668.500 GSF. FIRST FLOORIEXISTING AND PROPOSED) 394.060 GS. SECOND FLOORIPROPOSED) 18,950 G.S-F. TOTAL PROPOSED SQUARE FOOTAGE OF BUILDING 419.010 G.S.F. PERCENTAGE OF LOT COVERAGE 99% TOTAL SQUARE FOOTAGE LANDSCAPED AREA 64.169 G.S-F. TOTAL SQUARE FOOTAGE IMPERVIOUS AREA 604,951 6.S.F. NO. DATE REVISION 10/25/99 SITE APPROVAL (6) NEW |LOADING DOCK OPENINGS TO MATCH EXISTING pRorDsep RAIL SPUR, INFILL c \" © TE N =i +94'-0' EXISTING TOTAL PAVEMENT AREA ALLOWABLE BUILDING HEIGHT PROPOSED BUILDING HEIGHT 210,567 GS.F. UNLIMITED 96'-6' OA K E S D A L E AV E N U E SW OA K E S D A L E AV E . ) BUILDING SETBACK ALLOWED BY CODE ARTERIAL STREETS 20 - Ws OTHER STREETS 19 Pane WOE PROPOSED BUILDING SETBACKS 42° FRONT JP +115' SIDE PROJECT MANAGER 90’ REAR — TYPICAL 10’ LANDSCAPING DS.CS SETBACKIEXISTING CONDITION) DRAWN JB ( PROPOSED PARKING ANALYSIS REFER TO PARKING STUDY BY THE TRANSPO GROUP STANDARD STALLS 201 COMPACT STALLS (16%) 28 ACCESSIBLE STALLS 6 TOTAL STALLS 249 | 7 LEGEND ne os ee a os oe oe oe AREA OF NEW PARKING STALLS = PROPOSED SITE PLAN ¢ AREA OF NEW LANDSCAPING S O 6 [ AREA OF NEW INTERIOR WORK @EXISTING BUILDING 99065 PROJECT NO. 10/25/99 DATE —— _ _ _ NO PARKING AREA COMPUTER FILE NAME TYPICAL 20° SETBACK A ‘| 2? ® Ly SHEET NUMBER NOT FOR CONST RUCTION COPYRIGHT (€)1998 MITHUN PARTNERS, INC. 21-4 1/2" PROPOSED ROOF PLAN & SITE PLAN 1/32* = 1-0" S.W. 49rd STREET | ] ] | ] 7 =F 7 414 OLIVE WAY su 1T B & 0 0 SEATTLE WA 986101 (206) 623 3344 ' ; | \ | ; | \ \ ARORITECTURE PAX(206) 623 7005 | _ ] | PLANNING & INTERIOR DESIGN o ® ® © © © ® ® @ &) ® ® ®© ® ® ® &® ®& &®& ® 8 ®& ve (2 Rone SECOND LEVEL PLAN — — - Wigs TO (8 \ uw) \a5.0/ : ESSs| © © | | | | | | | =-| | — A , D a (A)—- _ ) 3 F 1 | i , | HALL " ; | [oom an) @)—- - - | - . ; COFFEE | COPY CONFERENCE | | | = | _ ‘ = - 7 ” - - a) f 5 < ee ne nea i Hove Tp SALES | | ee || | |__ Accounritie | Porricd PO a? Z, 3 A i ae Se OPEN OFFICE Oe ee ; _— 7 ose PsSQPENTOPRICE | aN 3 7 c @ 3] = | Leos ee ie on ase: = - ee (eee a i a a aa 4» - _ _ 9 | T = Se ee ee = “A Ss a 2 an 4 Ae ad bd ie (A eee : eee a HALL | a9 S : : | MIS! | ROOF | 7 : ; ; ; ; | | eek | pale | ; | OFFICE ' OFFICE | GM OFFICE | oat || , ) OFFICE _ : ! OFFICE OFFICE || OFFICE || OFFICE || OFFICE 3 = hi ; | - | ; ; ; ; : @ bf aS as nS none a —————— OVERHANG ABOVE rh SP OVERHANG ABOMESS:s=“*‘“*‘“‘*S*S*S*C*~‘“‘*~‘“RS*C‘(]NNSN#C™S ot es i : Cc iS ° ie. es “x. °. as. 2 a a ras as 2 | | , — 0) >t 1 is i ? 1 4 Bp 8 29 3 e9 156'-0" oS ey ey 156'-0" 5 oF > @1) Q) 5 ( ) MA EQ. EQ. L eee | aae as CRS gagr p>. VT YB < 4 TI] sg OS Mn = ob ® © © © © © o ® ® © ® @® © ® 8 © ® @ ws be Me ah | | | ; | ; | 10/25/99 SITE APPROVAL - - : “a. ; 7 _ os en os - Ms _ ws noes we eee ae ome tr il me “ z de = ase ie - ~ 4 . a ~ hie os . - a - = ts = a cll (1 ; ' , ; \46.0/ \ ; ] \ j | b ! | \ 151-4" | 1 \ t | | ; | ] j | i i 3 : | | | 7 - ¥ | ; WS iia OFFICE JP eS ; i | | > | | JB SIM. . SAMPLE ROOM | [ | PROECT AROATECT 6.9 -}-—2 1 . - r 4 - ~ - ” ” - =" WPT stor. - 7 ©.9 CS/DS/JB | ! ! ! ! | | frie | SALES OPEN , 8 ! ! ! | bas — | | OFFICE ead ae H | | ! — HALL | i ROOM . See ——— we | a! a an Tl eo ei : MEN | | ] | Torts 0 Em a LLLP HN vii -y Of 10 | i | Tee te SP I cet ep pp tt = i. “ i | WORKOUT a STORAGE | eel oe Wen). —o aN ai | Wh EN s OMEN _| odin ___| _ Pe Bret—s es - . : = - ~ - ; Q = MEN 0} (2 & = ee - ~ - - ~ - ' - ~ 7 - - .f - vans | | CUSTOMER SERVIGE |} a_i ! OPEN haa < ‘e. Say by = ee Bae cece | 2 ewes freeadamiaertic: |. pv eaennieaneneings lremipessiees se stooeagy ee ee Pec passionate Se ee SS Se png quire canines fs ee ee ee, a) ames oe: 6)—-4--=-3| 4) a rr 4 ene i Eh 5 i * ; i: ee a & 7») | | | | ; ! | | LUNCH Ln : ~ STORAGE a OPEN OFFICE CONF. 7 F GM |OFFICE OFFICE || OFFICE }} OFFICE || CONF. ; ; ; I ? i ; : ; a ee | ~ OVERHANG ABQ Q V VE ! ee eee a —— Pie ==. pelleegeayree — SSaae ie —— |. OVERHANG ABOVE | acer SSeSee LlSSoe jo. erenamenine! Prepmemeesd sea PROPOSED ee as | a | | | | | FIRST LEVEL & l ; | @DG9 9 @) 63 63 ea e7 $9 4) 9 (7.9 8 cone 180'-0" '-0" 180'-0" PROECT NO. 10/25/99 — EQ. 450'-0" EQ. DATE NOV UZ 1999 (on COMPUTER FILE NAME e 1 PROPOSED FIRST LEVEL PLAN : __ —_—_—_—_—_—_—_—_—_— = —s | a IB + To A2.0 SHEET NUMBER NOT FOR CONSTRUCTION coma cies una earners, mc 414 OLIVE WAY s UIT E 5 0 9 SEATTLE WA 98101 (206) 623 3344 (21) (2.2) 5) ARCHITECTURE PAX(206) 623 7005 PLANNING & INTERIOR DESIGN Py ® © E ) ® Oe oO © F,® %® | ® ® ! i ! i L RIDGE | L ! SL O P E Ww wu s & a | 3 | ] | a | | | ] l I | | | | | | | | ] ] | ELEVATOR PENTHOUSE O 1 _ | =SSS3S== 7; ==S= a | —_——— = r ROO ee rd = = eh r ar vances —{A) | MECH. EQUIP. ot V1 ME¢H. EQUIP. | ; - \Va sg _ ! - -—-- A.) ep L to SLOPE | 1 | —_-—_ —- — sn SLOPE LOPE tu ————_ Lowe ee 4 Te] --4 SLOPE eth see © a ® ut ® us © ws us ww SLOPE L__ 3 SLOPE = 3 SLOPE a 3 SLOPE SLOPE SLOPE a SLOPE 9; a SLOPE S a SLOPE a a 2 — “ — a —_ (a a Pr — cs) 3) es) ) ) ) | SL O P E SL O P E SS SL O P E RI D G E SL O P E | SL O P E | | | | —— — — SL O P E SL O P E SL O P E l= Gl ) 6.2 - - - - | : ; - ——— ~ ~ r - g ~ ~ - ~ - aah) SOL” me a aw, L| ye GANOPY| BELO | CANOPY BELOW Se a t t l e Pa c k a g i n g Co r p o r a t i o n 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 za (o ) (o e ) mi » .@ ) oe m RI D G E 16 9 ) | [@ ) oO m » | fe ) oO m RI D G E (6 9 ) | © vO m — & Oo oO ™m mo w oO "m o [@ ) SR S (1 ROSE PLAN : _ __ __ ee _ ee : __ _ 7 1/16" = 1-0" NORTH is NO. DATE REVISION 10/25/99 SITE APPROVAL WS PARTNER IN CHARGE JP PROJECT MANAGER JB PROJECT ARCHITECT PROPOSED ROOF PLAN 99065 PROJECT NO. 10/25/99 at A amen a NOV-U TW r= 5 } » COMPUTER FILE NAME Bea ST ee, Ag. 1 SHEET NUMBER NOT FOR CONSTRUCTION COPYRIGHT (©1998 MITHUN PARTNERS, INC. LANDSCAPE AREA ()- 7 ~ i eee ROOM propuction i" -_ OFFICE | Lo r a ; EW || STAIR I ‘- HALL TH a: \ | oe | canopy kgove-—| | 4H NI i ee cc SSE i CD, ee WOMEN y IND, = | lo lolofos yf Lit woes > f (H )— LC LANDSCAPE AREA - IAL AY a 7 MEN ( aalalal = SHIPPING OFFICE : sl \22/opp. Hp. oO. PARTIAL FIRST LEVEL PLAN _ 78 = 1-0" (a 62 rae | LUNCH ROOM _— : _. OFFICE tL | aes i | ro | t wwoscace AREA J 7 LL eet ——T || | | HALL WP \| ~ < 1 eld || _ th _ _ _ IL = _ _ || LL _ _, [ T [ \ | ) J] f] I OFFICE OFFICE 1 OFFICE | = I] | l| [ [L-==CANPOY ABOVE LOCKER | | ROOM i \| l| l _ l| ie | JAN. L II =a a a WOMEN Cy |Fe MEN ( ACEP ) Cay} IK ls = \CI |] \S 5 «6S = Ai ¢ V > q t swoscaee AREA a CH all q | (2 MARS PARTIAL FIRST LEVEL PLAN 414 OLIVE WAY s UtTE 5 0 0 SBATTLE Wa 98101 (206) 623 3344 ARCHITECTURE FAX(206) 623 7005 PLANNING & INTERIOR DESIGN S e a t t l e Pa c k a g i n g Co r p o r a t i o n 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 S E A P A C K C E N T R E NORTH as NO. DATE REVISION 10/25/99 SITE APPROVAL A WS PARTNER IN CHARGE JP PROJECT MANAGER JB PROJECT ARCHITECT JD/DS Die at AE SN eae ae PROPOSED PARTIAL ENLARGED FIRST LEVEL PLANS 99065 10/25/99 —S=sSITYOF KeWTO E.\99065 NOV 04 1999 COMPUTER FILE NAME ml aal Ag.2 SHEET NUMBER NOT FOR CONSTRUCTION copra ors mur peers no LIGHT MONITOR [ MECH. EQUIP. | (8. 7 He ® LIGHT MONITOR | STUCCO TYPE 2 [ STUCCO TYPE 4 > MECH. EQUIP. | \ LIGHT MONITOR [ses MONITOR if Ti = SS SST MECH. EQUIP. ~\ | my y Tey en agen a aug re ie AQ nT. neat PM eters SMPs gana 1 SO en TE I SI cee ah eae a f \ A \ | \ i /_ EXISTING DOCK books TO BE USED FOR VENTILATION ONLY. (DOCK BUMPERS TO BE REMOVED) “EXISTING Dock |ooors & ASPHALT RAMP TO REMAIN IN USE \__ex1sTING DOCK DOORS TO BE USED FOR VENTILATION ONLY, (DOCK BUMPERS TO BE REMOVED) Jf L \ Z_eXISTING USED FOR OCK DOORS TO BE VENTILATION ONLY. (DOCK BUMPERS TO BE REMOVED} ee L I —ehisTINe DOCK DOORS TO USED FOR VENTILATION O (DOCK BUMPERS TO BE REMOVED) f \ ! |__| ! | USED FOR VENTILATION ONLY. (DOCK BUMPERS TO BE REMOVED) USE {DOCK BUMPERS TO BE REMOVED] L_eYISTING Doce DOORS To Be \ Leex 36 ' - 6 ' TING DOCK DOORS TO BE FOR VENTILATION ONLY, 36 ' - 6 ' 1 NORTH ELEVATION 16 = 1-0" S.\_1000\99085\00\cad\Dd\Xrefs\elevs.dwg OQ ® 6&3 @) 6 63 ae @® 6 @ @> @ @® 3) | | I | | | | | | | | { | | { STUCCO-TYPE 2 | —STUCCO-TYPE 1 ponzne | BLDG. | SIGNAGE pope STUCCO-TYPE 1 GLAZING STUCICO-TYPE 2 | \ | | | | ! / | ; | | [ | | [ | ao _ _ b= aa = 7 BLDG. SINASET] Te, up ND LR. ELEV.* 244 thee T.LFLR. ELEV.= 18.8 eo BA PL ELR. ELEV.s 18.3' CONC] PLANTER & WALL METAL CANOPY STONE NC. PLANTER & WAUL L- CONC. BOLLARDS GLAZED CURTAINW 2 } 16" = 1-0" S:\_1000\89065\00\cad\0d\ xXrefs\elevs.dwg YD -}— METAL CANOPY a DEXIST. PLR. ELEV.: 18.8 4 — STUCCO-TYPE 3 CONC. PLANTER ~\ -_ ELEV. @ EAST & WEST ENTRANCE 2 S:\_1980\99065\00\cad\Dd\Xrefs\eleve.dwg M6" = 1-0" apine FLR. ELEV.: 34.4 EXIST. FLR. ELEV.» 18.8" 1ST_FLR. ELEV= 18.3° EAST ELEVATION 4 anno FLR. ELEV.s 344° 17 STUCCO-TYPE 1 METAL CANOPY EXIST.FLR. ELEV.: 18.8’ 1ST _FLR. ELEV.= 18.3' STUCCO-TYPE 1 ELEVATION @ SOUTH ENTRANCE / S\_1009\99065\00\cad\Dal Xrefsleleve.dwg (8) ©) 1/16" = 1-O° EXIST. FIBERGLASS CANOPY TO BE ~ | METAL CANOPY STUCCO-TYPE 2 H—— METAL CANOPY r—— STUCCO-TYPE 5 t+— CONC. PLANTER | INFILL @ EXIST. DOCK DOOR \ | NEW OPENING w/ STUCCO & GLAZING INFILL © EXIST. WAL NEW STUCCO & GLAZING _\ -— CONC. PLANTER WALL 16 = 1-0 08 S.\_1900\09065\00\cad\Dd\xXrefs\eleve.dwg METAL CANOPY p STUCCOTYFE 2 RE-USED FIBERGLASS RE-USED FIBERGLASS RE-USED FIBERGLASS CANOPY CANOPY CANOPY NEW DOCK DOORS NEW DOCK DOORS NEW DOCK DOORS | | Po \\ [- \ [- \\ | \ \ \ METAL CANOPY - a 4 i eas ae eee Sena es Des (OU STUCCO-TYPE 5 + (eee ee : ee ee é lee erie eras Mere | LoL \ CONC. PLANTER 2ND_FLR. ELEV.» aay) WEST ELEVATION \ A \_cone. PLANTER WALL New STUCCO & GLAZING INFILL @ EXIST. DOCK DOOR EXIST. FLR. ELEV= 18.8 1ST _FLR. ELEVs 18.3' 16" = 1-0" S,\_1000\90065\00\cad\Dd\xrefa\eleve.dwg 414 OLIVE WAY Ss UIT EB 5 0 0 SEATTLE WA 98101 (206) 623 3344 ARCHITECTURE PAX(206) 623 7005 PLANNING & INTERIOR DESIGN S e a t t l e Pa c k a g i n g Co r p o r a t i o n 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 S E A P A C K C E N T R E NORTH as NO, DATE REVISION 10/25/99 SITE APPROVAL a ee a WS PARTNER IN CHARGE JP PROJECT MANAGER JB PROJECT ARCHITECT JD/CS a PROPOSED BUILDING ELEVATIONS 99065 PROJECT NO. 10/25/99 DATE E:\99065 COMPUTER FILE NAME Ad.0 SHEET NUMBER NOT FOR CONSTRUCTION cena rsee unun parners ne 26 ' - 6 ° EX I S T I N G BU I L D I N G HE I G H T 414 OLIVE WAY s UIT B 5 @ 0 SEATTLE WA 98801 (206) 6253 33 44 ARCHITECTURE FPAX(206) 623 7005 PLANNING & INTBRIOR DBSIGN EXISTING WAREHOUSE be PROPOSE OFFICE ADDITION al EXISTING WAREHOUSE L PROPOSE OFFICE ADDITION ; eg gl | 63 63 - & 8 ® ® A Q& i , MECH. EQUIP. BEYOND ] 7 | | LIGHT MONITOR BEYOND | | | LIGHT MONITOR — ) | | | | | NEW INFILL STAIR | rs 2 BEYOND 7 | | | , \ | | l io | | | + | if! | n af q T T co) ot | | a , mf I | | | ! = — & r . —_ meric scene etree eR | | | ] | ] | r ° imi “| | ; , | —_ oo = | | | | er 2 io | | 2ND FLR. ELEV.» 34.4 © a o _2ND FLR. ELEV.: 34.4 a) LAG : _& | ay | | | | re) | fet ? oS | rs — o io 2 SS st Py ( J r SEAPACK O NB | al oo J | saa i CENTRE _! 2 a a | O = a NEW INFILL OfMFICE SPACE . D | 1 ~] I Z : | 1 © —N x 1 Foo) || J Zr a wu 1 i l | : : _ i = a _ EXIST. FLR. ELEV.= Leva) - - : ———| _ _ _ _ lt ii ‘ __ EXIST. FLR. ELEV»« 18.8' a) GLAZED CURTAINWALL c4 —_— STONE METAL CANOPY 1/8" = 1-0 1/8" = 1-0" (1) BUILDING SECTION Se a t t l e Pa c k a g i n g Co r p o r a t i o n 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 SE A PA C K CE N T R E PA AE NT FEN PE NO. DATE REVISION 10/25/99 SITE APPROVAL Oo © 8 & @ 6 es 6 @@ ©@ ‘© ® 6 @ 6 @ @ @ eo ® ® @ | | | | LIGHT MONITOR LIGHT MONITOR LIGHT MONITOR ! | | LIGHT MONITOR LIGHT MONITOR LIGHT MONITOR | / yes EQUIP. | gos EQUIP. ia | wees EQUIP. | gos EQUIP. BEYOND \ BEYOND \ BEYOND \ BEYOND \ | | lp ee at ann 5 1! ] | I ‘ine 7 2 7 1! | | ee ee ie ie jor nie i ee | jo a — , M7 T T ! T T T T T T T T T T T T ; rr a a WS = . : , | ! ) : ; : | {| . , | ; : | : | . po 2ND LR. ELEVs 94.4" PROEECT MANAGER ee] ‘Pr ei eee "oe JB LL} | a | | i ae 1 hd eh hen [ 4 CS i _ _| _ _ _ _ _ _ | _ | _ _ A _ | _ _ _ _ | _ _ A: _ — ee _EXIST. |FLR. ELEV* 18.8 -_ ee l ISTIFLR. ELEV.s ro.” pices (5) BUILDING SECTION : 7 - M6" = 1-0" PROPOSED BUILDING SECTIONS 99065 - 10/25/99 _e DATE NUV OA 9g E.\ | COMPUTER FILE NAME A6.0 SHEET NUMBER NOT FOR CONSTRUCTION conan orose amon rxemers, nc la n d . aw o , WA - S T P . aw a , J La y e r s e t TE M P L S 2 — Xt e l s : F A C - C T E R wg , / Vi e w FL O T Sc a l e : . IN Call 700-4 Fs eg 6s rr . < S before you / CURB INLET TYPE IV-C + L Dig. RIN=15.74 +I at i i ie IE =9.90 Og IN) S tr t - a MITHUN / “a IE=9.90 (12" OUT) N i eee i te ——— a aT a 1-800-424-5555 PARTNERS 414 OLIVE WAY | /; & Pe | —_———__ = ee ee SS emmumw \X SSG UNDERGROUND SERVICE (USA) Sixbaen wa anena MH = - / 7h / fe 1354 ( 17 W) aN=170 CURB INLET TYPE W-C—mer3 CB TYPE | + CURB INLET TYPE V-C—-r CB TYPE | Ee De! PE Seas 7 ae os ainda SCALE 1’=40’ (206) 623 33 44 | 1 we x = T RIN=16.8 RIM=17.3 RIM=17.3 , =16.17 , — . : / 1 EISBN Ae an) E=1089 Pereit (@" OUN) S | IE=10.82 (17° OUT) W I=15.27 (8 our)s IE=12.28 (12" OUT) W ie=14.39 (8 our) S IE=13.28 (12" OUT) W €=15.32 (8 oun) sb ARCHITECTURE FAX(206) 623 7005 | a ‘ B IF=10.82 ty 12” INN, E c IE=12.28 (8’, 12” IN) N, E a lE=13.28 (8’, 12” IN) N, E . PLANNING & | i? ‘. , + 4 % to _ _ CB TYPE | j INTERIOR DESIGN _ _ SW 4ST ST t— + — — — — ———— _ RIM=16.96 | | Tr IE=14.21 (8 IN) N eee | 7 =14.21 (12’ OUT) W\ | | i" OWNER TEL. UTILITY BOX I i BELL TEL. )M.H. WATER. : SEATTLE PACKAGING CORP Fi l e : FA C - C I O O W G Be PR W Do l e / l i n e : Oc t o b e r 21 , 19 9 9 17 - 2 3 am . Pr o j e c t : SE A P A C K CE N T R E : at = ; _ ! > ; : : aT ~ z ~ 7 — ITM ces ora Sa = ee Saeed = — — 3701 SOUTH NORFOLK ST STORM MET yA — Se ] Tee = as FIRE ja A _ SEATTLE WA 98118 PUGET POWER a To a To es a i. Fr reestrstst—(<CstiCNS#CiéséaC=sSCS} yo (206) 725-3000 SSMH— TRANSFORMER K | s oe ENGINEER SDMH - 96” WHEELCHAIR oe 2 COUGHLIN, PORTER, LUNDEEN R176 oo ACCESS AREA ++ 217 PINE STREET, SUITE 300 IE=7.16 (54 IN) S| | rT SEATTLE, WA, 98101 IE=7.16 (54° OUT) N es | (206) 343-0460 CONTACT: NINA COUSINS evo. tt Pit | | || ARCHITECT WATER—J whe che FH. ACCEBS AREA MITHUN PARTNERS a 414 OLIVE WAY SUITE 500 l 7 SEATTLE, WA 98101 = oe ~ 4 - L Aa =e f, . rn ro a (206) 623-3344 A aL u : to ~s Ms ee — co ~ a a — ai eel . ~ “he ye : i, - ar LL ~ s7 | : 7 - At +b — LEGEND = ie, a + rf a 2 Ww) oa ye a a “Ty ~— - l ~ tt L/P EXISTING REMOVE PROPOSED WO | | A+ + - 4 = ASPHALT PAVING O : : ; : At t ; i : : ; VICINITY MAP om a a ° AT Ly | CONCRETE PAVING ; 00 | Jt +) | _ SCALE 1” = 200’ | | tam! CO x wobie to , J | t ry | BUILDINGS YY Gs bo | | CS ! | qt Eb | CURBING nn = ! am < \ e SSMH | | rT OT | RIN=17.3 CONTOUR (INDEX) 9 ~--“”-—— S100 — Wi et er + —— O Ato + | =a amie —F SW 4IST ST ra rq ea ra a “ i y ea ea ra ra ra i CONTOUR we GP om a 98 —— — i veeecneeemoemeppe ee 08 TYPE I , us 4 : a an a = Ls | Ls Ls LS | : I RIM=16.14 : an ~ ~ At , LOADING SAWCUT LINE -—- IE=10.06 (12" IN) E Vr Tp , PLATFORM Sen C a Se a | At Ty | FIRE CONSTRUCTION LIMITS | \} Vi? @) CB TYPE ee 4 a eS ia a STAND-PIPE y RIM=16.17 3-17 ss 4} | tof | TES SITE FENCE , ~ IE=10.32 (12° IN) E a +L ‘, e IE=10.32 (12” OUT) W | - fh | SILT FENCE / D 1 7 | io + + | 7 I | | i. 1 . a Ls ae | us Ls + = bot bd | = a 7 WATER LINE ——W—— +e W bp aa | | | rt, OrK | STORM DRAINAGE. LINE——s0 a | F.H. ACCES A + A AREA / | +p | | | SANITARY SEWER LINE ——SS +55 ss Z eo + 4 _>WALL-MOUNTED - an = 1215 spond WATER MET fF 7 ELEC. NETERS | Oo] 7 TT IZ | OTe —— WALL MOUNTED 7 ¢ POWER ——— PP P Z Wy ° U 4 “ELEC. TRANS, | r TY | 7) [2 LBC: METERS | / Le posse vy) ese oo s , bt Ly _, . y | | || | [TELEPHONE UNE T Uy, as + | sox as ee ro : : Ak i . . f i! J ne ia . . . Z, W l | WATER {oto a a one dpesbecheoloedl a j GAS LINE G ; | Y) "SIAMESE” ELT | AV” i | { _ WATER METER/VALVE/FHES <}O- DCO RB D@> SsuH@—17" $5 — HOOKUP | 4 1 | ~L e000 2 mes a ne i Z O ae | | | | LIGHT ee STORM CB/MH Lay 7 Ly a @ Z CS 4. , | FH, AOCESS— ps | | ic | SANITARY SEWER MH/CO 1 Oo = | i . (aa) | A : ee . fi + 7 a ra rq 7 ‘ . ; | WATER-———>P foot I 7 | 1 i | AT © i | | bt | 1’ GAS VALVE/METER sok sf)— ses? «SCO COU A Se eet yy (Se ar + ; at || | STREET LIGHT ASSEMBLY? FR BIST ——— D) CB TYPE | + DRAIN MH | 7 | boo | TELEPHONE RISER/MH (7) O (7) # @ — RIM=17.03 oe o ; \ “a | JB ES eae oe cl - - IE=10.56 (12 IN) E | - 4 A | cae a “sf STORM CB W/PROTECTION (@) ~ Y IE=10.56 (12 OUT) Wo | la ee - | - —— — aa " coy / oo CB TYPE | | we | 4 | | | , Oe =17. | WATER FITTINGS TAA CO Pi DE R12 SD — oon | | oe ' _ ! . - a ., CONNECT TO EX 6", 7 | ani 21096 (12 OUT) | | : i! rh i f At tt i: : Lt | SANITARY SIDE. SEWER. bo “THRUST BLOCKING 2 | 1 . ~ | AT TV | SEE MECH’L PLANS | | Z cD) o | | | | qd J | FOR CONTINUATION. A. | ; | a ASPHALT PAVING V A | = 4 | & PKG.- TYP. VW | J 5 80 | + = | — ro eee ° | : 2 | : 7 : i! At Ly : i” 5 4 no oe ee | € x2 | - i ¢ “ s . | eee ye : 1 / / hoy ott | : / NO DATE REVISION | | aT | | | xe WAR a | | | oC - | J P ae : 10/25/99 SITE APPROVAL FH. ACCESS= af | | AL. / | , AREA ‘ au | _ iV 7 ae - - 45 10 | | | : ‘ ni my ‘ ” Jo LY) ‘ : | | i! AL i ; || P.S.E. UTILITY | tt ed Ma a - M yore+ry * M | ~ ~ JA Wh @ecberbeecenee S) ti boobed” | — : | 2 AV io = r ~ ~ —10" W tr Tt py ies cS = UA - | "SIAMESE" L 5 | , F.H. HOOKUP == jo 7 CB TYPE I~ | ie “ne | FIRE HYDRANT a | , en ; IE=11.54 (12" IN) Eo | ca on . 7 aad - AT T 4 4 oa rj | IE=11.54 (12° OUT) W i ‘ a ee . | | i 1 | 1 1 | bh i | 1 | y | | Le toh . | _ te : | = i 4 TY 7 | | CB TYPE a | - an _ \ : , ov 2 TT RIN=18.03 12 SO c | 3 | Vv IE=11.93 (12° IN) E | i cv IE=11.93 Ny a W | / [ TIGHTLINE ALL ROOF 4 | | ig SCP | | | te DRAINS TO STORM SYSTEM | | C PARTNER iN CHARGE ~ | 10° MINIMUM ae PROJECT MANAGER | “| LANDSCAPING | | fA | | | | SETBACK st | a eee eT ta ry if 7. : it rt | 1 | PROJECT ARCHITECT a ie ae 7 || | ! EX BUILDING i ae = = BASIN, YP. 1] Poe ce fPSCIEe has m aes | - ~ ae | | | S | CHECK | — n ; 4 EX 6 SANITARY. SIDE | i, l= a ee e wie - “SEWER TO BE ABANDONED. | | 5 rn = EX GAS METER 10 BE SEE MECH’L PLANS a | . ea a , FT . "> RELOCATED BY PSE. a i FOR CONTINUATION. a CONNECT TO COUGHLIN PORTER LUNDEEN ee ee ee ul La ; Ld La i) 4 ae ut — EX? 6” SANITARY | fab premarin ig ot ee pa lv ena / we — , - : 206/343-0100 7 FIRE SERVICE. SEE MECH’L \N\ SS NN XN FIRE SERVICE. SEE MECH’L a ae aa PLANS l SEATTLE, WA 98101 wv F: 206/343-8401 ; 2 PLANS FOR CONTINUATION. WN Qy PLANS FOR CONTINUATION. ~ , oe? SY N - FOR CONTINUATION: ne ND fo a“ \ i SOX Ee ™ f | etc — ee \ DOMESTIC WATER SERVICE. SEE NX \ SS S XN DOMESTIC WATER SERVICE. SEE \ ae Ath BNE lial savcoNND CY LLL Lt kS MECH'L PLANS FOR. CONJINUATION, od . ~ ZMECH'L PLANS FOR, CONTINUATION AY : wale ELEC. \ 6 \ SX AAA S x ASK ~ KORE < TRANSFORMER = “es i. SSMH a Li isseres CB TYPE | ie | lE=8.36 RIM=19.02 os IE=12.77 ee ~~ : IE=12.77 (12" OUT) W om | EXPIRES 01/23/2000 | CB TYPE | RIM=19.01 c SAWCUT AND GO See Oy w SUC POWER oe —— CONCEPTUAL UTILITY BOXES ay Os = WI { a a ny Candee # _ LL. _ ol aT, _.. _ _ — ; ; a _ oo _ 4 . ) ys SEWE = 14-6} LANDSCAPING SETBACK FDC Plbcundeosthed: MP AO STB a ee GRADING, DRAINAGE, 7 AREA DRAN ee a ee cr Face a peas Eeron ne | a eS A a Se a as Sash SDMH - 96° 7 / cy CB TYPE Il FDC” petal? CONNECT TOE oe I : . sje 3s IE=T0.4 v9 98 C990027-19 RIM=21.53 Ss . RIM=19.91 ii E PROMECT WO E=781 (54 NE & E=13.0 (12” OUT) S : EX CB RIM= 18.64 CB TYPE il E781 Gf OW / La 1s! Wy CONTRACTOR TO 3f.5f. CONTRACTOR TO. INSTALL IE=12.40 LE=16.1 (4"_ IN) N CONTRACTOR TO INSTALL 2% CONTRACTOR TO piy=i7.46 10-25-99 fN j a INSTALL DCVA Ai DOMESTIC WATER SERVICE METER PESIZ4 (12 OUT) S— / DOMESTIC WATER SERVICE METER 3] 37° INSTALL-DEVA oe Ae “ im : — — i? W NOTE: ” bate _ we aa _% _ _ _ _ = —— SW 43RD ST - 7 = — — nn ~ 7 ~ OO THIS PLAN IS NOT AN ACTU A408 F 1. / ” AL SURVEY PREPARED BY A Oi i999 __ / ae Laps 10 TO EX 12” WATER MAIN TAPS TO EX 12” WATER MAIN COMPUTER FLE Wane Al IS: / cn. _ TAPS. TO EX WATER MAR come TO BE DONE BY CITY OF RENTON cB NPE PROFESSIONAL SURVEYOR. THIS PLAN HAS BEEN CREATED / Syuy = 96" ew eer aah ' CONTRACTOR TO COORDINATE I=10.5 (12" IN) N _ CONTRACTOR “FO COORDINATE : 1 E= 10.64 Ws IN) N FROM AN EXISTING UTILITY RECORDS AND DESIGN PLANS e195 | — ee ahs ; iE=10.5 (12" OUT) s 7 E1064 (12 OM) s PREPARED BY JACK BENAROYA, DATED 5-12-78. ACTUAL _ EBS (oe OOT} SN sy — oe = _— Se Os ae eee ne — — ee ee es —— CONDITIONS MAY VARY AND IT IS THE CONTRACTOR'S — oe? RIN=20.5 RESPONSIBILITY TO VERIFY UTILITY LOCATIONS IN THE FIELD. RIM= 18.2 IE=7.96 (54” IN) E a IE=8.58 (54” IN) E a 2 — — IE=7.96 (54” OUT) NW IE=8.58 (54” OUT) W COPYRIGHT (1998 MITHUN PARTNERS, INC. pnt TRUNK fr CHAIN LOCK BY LISTER #2 TREE TIE. INSTALL PER MFR’S INSTRUCTIONS. SECURE TO WOOD STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE). MAINTAIN 1” CLEARANCE BETWEEN THE TREE TRUNK & CHAIN LOCK MULCH TREE RING SHALL BE 2” OUTSIDE OF ROOTBALL TREE STAKES L_pve LODGEPOLE PINE TREE STAKES. PLAN 2” DIA. DOWELED STAKE W/ CHAMFERED — TOP, 6” CONICAL POINT & PRESSURE \ TREATED aaj —CHAIN LOCK TREE TIE. SECURE TO 2” DIA. WOOD STAKES x | N 2” DIA. WOOD STAKES KEPT CLEAR OF ROOTBALL SS) \, ° = TOP OF ROOT CROWN TO BE 1” HIGHER THAN FINISH GRADE. “0 __-+ SLOPE TO DRAIN N ac ees & q |x ee PRK PTs Tae Te OIE if Oe: OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP S A er: Nees bed 1/3 OF BURLAP ~ Wes oh Te 1) FERTILIZER, TYP. az “ST mlm. THOROUGHLY MIX INTO BACKFILL BACKFILL W/ 2/3 PLANTING SOIL & 1/3 EXISTING SOIL. THOROUGHLY WATER SETTLE UNDISTURBED EXISTING sor—} , OR EXISTING SOIL COMPACTED 36 GREATER | TO 85% MAX. DENSITY THAN DIA. OF ROOTBALL SECTION CONIFER TREE PLANTING DETAIL NOT TO SCALE i rs 2 | MULCH TREE RING SHALL BE 2” OUTSIDE OF TREE STAKES TREE TRUNK ROOTBALL CHAIN LOCK BY LISTER #2 TREE TIE. INSTALL PER MFR’S INSTRUCTIONS. SECURE TO WOOD STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE). MAINTAIN 1” CLEARANCE BETWEEN THE TREE TRUNK & CHAIN LOCK. L_gvc LODGEPOLE PINE TREE STAKES. 2” MULCH DEPTH. 2” DIA. DOWELED STAKE W/ KEEP MULCH LAYER PLAN CHAMFERED TOP, 6” CONICAL POINT AWAY FROM FOLIAGE & PRESSURE TREATED = mentee wp “SILT CHAIN LOCK TREE TIE. SECURE TO 2” DIA. WOOD STAKES Si- “qe ‘ [i ee Ff eso re TREE TRUNK = TOP OF ROOT CROWN TO BE 1” HIGHER THAN FINISH S tl 7 5 a 2” MULCH ~ 4 GRADE. SLOPE TO DRAIN owX TU pared ae 7 3 2” DIA. WOOD STAKES KEPT CLEAR OF ROOTBALL to| x a |. TET arr 2"? x =i 77 or $ |= Fann Se SG - i ="OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP S jai TE TT Pl 1/3 OF BURLAP © silleee! atatate’ FERTILIZER, TYP. THOROUGHLY MIX INTO BACKFILL ee sEcTION NS = er rea —E Si asa a BACKFILL W/ 2/3 PLANTING SOIL & 1/3 EXISTING SOIL. i OUGHLY W T UNDISTURBED EXISTING—~ [,36" GREATER THOROUGHLY WATER SETTLE SOIL OR EXISTING SOIL ” THAN DIA. OF 7 COMPACTED TO 85% ~ROOTBALL MAX. DENSITY en oe SECTION | GROU NOT TO SCALE DECIDUOUS TREE PLANTING DETAIL TOP OF ROOT CROWN TO BE AY Zz 1” HIGHER THAN FINISH GRADE EY R Wh VOMEAUOREEEUODOOOOGQUOAGASAER “MATADDUANRARDEAOEROEEROAEENOGEROOOEOEL —~l—— FINISH GRADE 7 be ee Sqe ee lel eo oF Vall OPEN BURLAP AROUND TRUNK. ie a or To ROC NM =< CUT & REMOVE TOP 1/3 OF BURLAP Se \ “FERTILIZER, TYP. THOROUGHLY MIX INTO ~N BACKFILL BACKFILL W/ 2/3 PLANTING SOIL & 1/3 ) 4 EXISTING SOIL. THOROUGHLY WATER SETTLE PLANTING HOLE TO BE 6” LARGER THAN UNDISTURBED EXISTING SOIL OR EXISTING DIA. OF ROOTBALL SOIL COMPACTED TO 85% MAX. DENSITY FOR GROUNDCOVER. 12” LARGER THAN DIA. OF ROOTBALL FOR SHRUBS NDCOVER & SHRUB PLANTING DETAIL MAT HLINE L-2 Cc NOT TO SCALE al Op fe CONIFER TREE PLANTING LEY DETAIL, SEE SHEET L-3 FOR PLANT SCHEDULE, NOTES ABBREVIATIONS & LEGEND TYP. | QS | SE A PA C K CE N T R E Se a t t l e Pa c k a g A on U ng Co r p o r a 4 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 NORTH ~ NO. DATE REVISION FLB JH C JH WASHINGTON TKC, JA REGISTERED DRAWN LANDSCAPE ARCHITECT a i COLEEN R. HOUGH _ | CERTIFICATE NO. 318 | i an (8 DECIDUOUS TREE & Baird Inc. LANDSCAPE ARCHITECTURE _.. PLANNING — a j URBAN DESIGN a a bi , \ PLANTING PLAN OVER/_ SHRUB 5 DETAIL, TYP. SCALE: 1 =30° SN 9922 PROJECT NO. 10/21/99 DATE COMPUTER FILE NAME ‘L-1 hy a eel = rn nmr EN TAA AN Ps = = ee — = ey — — AR ASRD 3 — -er = S53- -e - S$ $3 — -er —SEAY- ~~ DD SET SHEET NUMBER NA O T ff R Ce ec) IN iS | A U G@ l | Q IN COPYRIGHT (©1998 MITHUN PARTNERS, INC. ee , — E L-1 \ CONIFER TREE PLAN ING — | _ _ Sy, DETAIL, TYP. SEE SHEET L- 3 FOR PLANT SCHEDULE, NOTES ABBREVIATIONS & LEGEND C \ GROUNDCOVER/, SHRUB PPROVAL SUBMITT AGET/ PLANTING DETAIL, TYP. ee ————— i i : Pete nes werner /—B \ DECIDUOU$ TREE | ey PLANTING Peat TYP. | SPATE OF | WABHINGTON REBISTERED LANDSCAPE ARCHITECT COLEEN R. HOUGH CERTIFICATE NO. 318 — : i Pee SE A PA C K CE N T R E Se a t t l e Pa c k a g i n g Co r p o r a t i o n 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 NORTH ~ NO. DATE REVISION FLB PARTNER IN CHARGE JH PROJECT MANAGER JH PROJECT ARCHITECT TKC, JA DRAWN CHECK _ eS ae Hough Beck & Baird Inc. LANDSCAPE ARCHITECTURE PLANNING URBAN DESIGN THLE PLAN TING PLAN SCALE: _1°=20' 9922 “~~ PROJECT NO. 10/21/99 DATE COMPUTER FILE NAME L-2 DD SET SHEET NUMBER N © T [P © R Cc © IN S T R U ce T | © IN COPYRIGHT (C)1998 MITHUN PARTNERS, INC. PLANTING SCHEDULE SYM. QTY. SCIENTIFIC/COMMON NAME SIZE/REMARKS SYM. QTY. SCIENTIFIC/COMMON NAME SIZE /REMARKS SYM. QTY. SCIENTIFIC COMMON NAME SIZE /REMARKS (A) : Ce) OO : on (+). TREES Calocedrus decurrens/ INCENSE CEDAR Magnolia grandiflora ‘Edith Bogue / EDITH BOGUE EVERGREEN MAGNOLIA Styrax japonicus/ JAPANESE SNOWDROP Styrax obassia/ FRAGRANT SNOWDROP Liquidambar styraciflua ‘Worplesdon / WORPLESDON SWEET GUM Acer circinatum/ VINE MAPLE Zelkova serrata ’Green Vase / GREEN VASE ZELKOVA ABBREVIATIONS 6’-8’ Ht.; B&B/Cont.; Straight trunk not sheared. Symmetrical Full & well branched. 1 3/4” Cal; B&B; Full, well branched & well rooted. Straight central leader & © single trunk. Symmetrical branching habit. 1 3/4" Cal; B&B; Full & well branched. Symmetrical branching habit. 1 3/4°" Cal; B&B; Full & well branched. Symmetrical branching habit. 1 3/4” Cal; B&B; Full & well branched. Symmetrical branching habit. 6’—-8 Ht. B&B; Full & well branched. Multitrunked w/ 2 main trunks. 1 3/4” Cal; B&B; Full & well branched. Symmetrical branching habit. SHRUBS Thuja occidentalis ‘Emerald Green / EMERALD GREEN ARBORVITAE Parthenocissus tricuspidata ‘Green Showers’ / GREEN SHOWERS BOSTON IVY Rhododendron yakushimanum ‘Ken Janeck’ / KEN JANECK RHODODENDRON YA 13 Nandina domestica ‘Firepower / FIREPOWER HEAVENLY BAMBOO Viburnum plicatum tomentosum ’Shoshoni’ / SHOSHONI JAPANESE SNOWBALL Prunus laurocerasus ‘Otto # NUMBER DIA. % PERCENT DRWG’S. & AND EA. @ AT EXIST'G. APPROX. APPROXIMATE FT. B&B BALLED AND BURLAPPED GAL. CAL. CALIPER GPM ¢ CENTERLINE HT. “ CUBIC FOOT |_A. CONC. CONCRETE MAX. CONT. CONTAINER MFR’S LEGEND DIAMETER MIN. DRAWINGS NO. EACH O.C. EXISTING Pal. FOOT PVC GALLON QTY. GALLONS PER MINUTE R, HEIGHT SCHED LANDSCAPE ARCHITECT Sri. MAXIMUM SPEC’S MANUFACTURER’S TYP. W/ (ow DETAIL IDENTIFICATION L-1/ SHEET IDENTIFICATION PLANTING NOTES 1. PLANT MATERIAL LOCATIONS SHALL BE COORDINATED WITH SPRINKLER IRRIGATION HEAD LOCATIONS TO AVOID CONFLICTS. 2. GROUNDCOVERS SHALL BE PLANTED IN A TRIANGULAR PATTERN AT SPACING SHOWN IN THE PLANT SCHEDULE. WHERE GROUNDCOVER ABUTS CURBING, WALLS OR WALKS, MINIMUM PLANTING DISTANCE SHALL BE NINE (9) INCHES FROM SAME. WHERE GROUNDCOVER ABUTS BUILDING WALLS MINIMUM PLANTING DISTANCE SHALL BE 18”. WHERE SHRUBS ABUTS BUILDING WALLS MINIMUM PLANTING DISTANCE SHALL BE 24”. 3. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 4, ALL NEW PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC IRRIGATION SYSTEM. SEE SPECS. 145 © Luyken’ / OTTO LUYKEN LAUREL © 15 Rosa rugosa ‘Buffalo Gal’/ BUFFALO GAL SEA TOMATO a 13 Hamamelis intermedia/ DIANE WITCH HAZEL OX 91 Viburnum tinus ‘Spring Bouquet’ / SPRING BOUQUET VIBURNUM Pp 98 Rhododendron ’Scintillation’ / N.C.N. MINIMUM NUMBER ON CENTER POUNDS PER SQUARE INCH POLYVINYLCHLORIDE QUANTITY RADIUS SCHEDULE SHEET SPECIFICATIONS TYPICAL WITH 4’—5’ Ht.; B&B/Cont.; Full, well rooted & well branched. 1 Gal. Cont.; Min. four (4) runners/ Min. Ten (10) inch lengths, well rooted 21” to 24°” Spread; B&B/Cont.; Full & well branched. 2 Gal. Cont.; Full, well branched & well rooted. Spocing at 30” ©.C. 5 Gal. Cont.; Full, well rooted & well branched. 18°-21” Spread; B&B/Cont.; Full & well branched. 1 Gal.; Cont.; Full, well rooted & well branched. 1 Gal.; Cont.; Full, well rooted. 5 Gal.; Cont.; Full, well rooted & well branched. 18” to 21° Spread; B&B/Cont.; Full & well branched. LANDSCAPE CALCULATIONS S.F. OF EXISTING LANDSCAPE PLANTING AREAS REMOVED BY NEW CONSTRUCTION. S.F. OF NEW LANDSCAPE PLANTING AREAS PROVIDED BY NEW CONSTRUCTION. CONIFER TREES REMOVED BY NEW CONSTRUCTION. DECIDUOUS TREES REMOVED BY NEW CONSTRUCTION. CONIFER TREES PROVIDED BY NEW CONSTRUCTION. DECIDUOUS TREES PROVIDED BY NEW CONSTRUCTION. 12,290 Diss 12,8795 S.F. 28 EA. 18 EA. 50 EA. oe EA. fete a + + t+ + + + + + + + t+ + t+ + + , a a ee a VV VV GROUNDCOVERS % 100% Hypericum calycinum/ ST. JOHNSWORT KK (15%) Ceratostigma plumbagnoides/ LEADWORT x (30%) Liriope muscari/ LILYTURF (25%) Coreopsis verticullata ‘Moonbeam’ / MOONBEAM COREOPSIS Ke (30%) Sedum ‘Autumn Joy’/ AUTUMN JOY SEDUM 100% TOTAL 500 BULBS 200 BULBS Crocus sp./ CROCUS (PURPLE COLOR VARIETY) Narcissus sp./ DAFFODIL (ICE FOLLIES) % 100% Epimedium x rubrum / %* 100% Festuca ovina glauca/ ELIJAH BLUE FESCUE ye 100% llex crenata ‘Helleri’/ HELLERI HOLLY ] 4 100% Pennisetum alopecuriodes ’Moudry / MOUDRY FOUNTAIN GRASS % 100% Gaultheria shallon/ SALAL 4 100% Epimedium x_youngianum ‘Niveur / NIVEUM EPIMEDIUM ye 100% Azalea 'Pink Gumpo / PINK GUMPOQ AZALEA % 100% Erica carnea ‘Springwood Pink’ / SPRINGWOOD PINK HEATHER =] ye 100% Bergenia cordifolia/ HEARTLEAF BERGENIA 4 100% Ceanothus gloriosus/ POINT REYES CEANOTHUS 4% 100% Vinca minor/ DWARF PERIWINKLE 4” Pot; Full, well branched & well rooted. Triangular Spacing at 18” O.C. 1 Gal. Cont.; Full, well branched & well rooted. Plant @ 18” O.C. triangular spacing. 1 Gal. Cont.; Full, well branched & well rooted. Plant @ 18” O.C. triangular spacing. 1 Gal. Cont.; Full, well branched & well rooted. Plant @ 18” O.C. triangular spacing. 1 Gal. Cont.; Full, well branched & well rooted. Plant @ 18” O.C. triangular spacing. Top sized bulbs— Locate per L.A. field directive. Top sized bulbs— Locate per L.A. field directive. 1 Gal. Cont.; Full, well branched & well rooted. Single row at 15” O.C. 1 Gal. Cont.; Full, well branched & well rooted. Triangular Spacing at 18” O.C. 1 Gal. Cont.; Full, well branched & well rooted. Triangular Spacing at 18” O.C. 2 Gal. Cont.; Full, well branched & well rooted. Triangular Spacing at 30” O.C. 1 Gal. Cont.; Full, well branched & well rooted. Triangular Spacing at 24” O.C. 1 Gal. Cont.; Full, well branched & well rooted. Triangular Spacing at 18” O.C. 1 Gal. Cont.; Full, well branched & well rooted. Single row at 18” O.C. 1 Gal. Cont.; Full, well branched & well rooted. Single row at 18” O.C. 1 Gal. Cont.; Full, well branched & well rooted. Single row at 18” O.C. 1 Gal. Cont.; Full, well branched & well rooted. Spacing at 24” O.C. 1 Gal. Cont.; Full, well branched & well rooted. Spacing at 18” O.C. Where quantities are not shown in the Plant Schedule the Contractor shall be responsible for determining plant quantities to be used. Percentages listed indicate percentage of total planting area to receive plant materials. SITE APPROVAL SUBMITTAL“ a STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT COLEEN R. HOUGH i o n a t Se a t t l e Pa c k a g i n g Co r p o r a 10 0 0 SW 43 r d St r e e t , Re n t o n WA 98 0 5 5 SE A PA C K CE N T R E NORTH DD NO. DATE REVISION FLB PARTNER IN CHARGE JH PROJECT MANAGER JH PROJECT ARCHITECT TKC, JA DRAWN CHECK rr, _ eS es Hough Beck & Baird Inc. LANDSCAPE ARCHITECTURE PLANNING URBAN DESIGN THLE PLANTING SCHEDULE 9922 PROJECT NO. 10/21 /99 DATE COMPUTER FILE NAME L-3 SHEET NUMBER DD SET NOT FOR GCONSTRUC TION como rss umun paners, ne