HomeMy WebLinkAboutLUA86-044 - Large Format B40” WIDE C/NOES RICANS TAL L/2*O" KDE PIRE TRUS ACCESS OAD bz. ‘ , youd iy -HYORCOSEEO O/STURBED y, y AREA f EXHIBIT No. 257 ITEM NO, 37-044 -96 PLANT LIST 0 SEE SHEET L-/B FO AAW OSOININGS (IM TRHS AREA 2 — a: ys ah = == N ETE Pec ra me aes ere A. yy ie i Yi oy, +S Ab B-O" WIDE CINDER WCAING 77M ke SITE PLAN [1450 =O" OTT. ECAMCAL ve CORUM ITE. © 6 PKS STLESTIIS / SCOT FINE 2B BB wad B/ PSEULOTSUBGA MENZIES/! | LOUELAS FIA 2B BIS QUEIKEUS RUBIA { NOWAIEAN (ED ONS 2°CAL, $0 C61 AS DIC h/ [2°O! WIDE FIRE TRUSS ACLESS OA may 23 1986. bo KENNETH &. LONEY CERTIFICATE NO. 383. BUILDING/ZOMING Lert, ee f. WO B E I N G TR A I L LA N O S G A S E LA K Of f i c e an d Wa r e h o u s e Pr o p e r t i e s , In c . 20 1 El l i o t t Av e n u e We s t , Su i t e 40 0 Se a t t l e , Wa s h i n g t o n 98 1 1 9 Te l e p h o n e (2 0 6 ) 28 1 - 8 7 0 0 we KEN LONEY é LANDSCAPE ARCHITECTURE 108 SOUTH JACKSON #207 SEATTLE, WASHINGTON 98104 (206) 467-9375 , CONSULTANTS PF \ ol vd iN + SS gay § Maile NaPRRekK sect GAZES bev + SevrestTeie TeMiT - © DEOUALAS MIE ete) ie26) Ge wen) Qo ae 28 3 {> GEO £2 Oot ere Ce heed) aus Ware @ 2 / Bee Poe 5 350 5 + >) ITE ARB A a Ss. (4-4 Actes) ZOLA) ral 2. eae cro TEs V-H SPRink LEPES aX Z Ba eee PoullLo sic; ARR 54, Zao 3.F- x File lah \ PaRicitlce, PFO DBO: Bob STAs (\/lel4-) apes dy Coveca oe: 30.67, DATE MAM 1419S e All drawings and written material appearing herein constitute the original and unpublished work of Cannell & Chaffin Commercial Interiors, Inc. and the same may not be duplicated, used or disclosed without the written consent of Cannell & Chaffin Commercial Interiors, Inc. | ca SED © 0 sete it we, FACILITY FOR Ny i S i < —-— eee eee ne ee oe ee | $ M ae oe: = ‘ Si ee, a] BOEING | : Neston Cesex aREEHSELT + PEOESTE LAH ae ¢ : eee SPR Ine ELECTRONICS * : , pera ‘COMPANY > ak ee ae israel f ORS Co Lets Peele ee : Semen ccureeeceerae oa Pal a RENTON, WASHINGTON 9 | z oy w) BUILDING 1\z bad "ss0-0" ae SHEET TITLE at PHAseé iil - SITE SLabt PROJECT NUMBER DRAWN BY CHECKED BY ret 1) CITY OF RE nt SHEET NUMBER 4 RECENT E) ay : SUE may 23 1986 IN UT pe ee. : > N, : BUILDING/ZONING DEPT, Q I2eceesticn ACILN Lae : Ing a A Office and Warehouse Properties, Inc. 201 Elliott Avenue West, Suite 400, Seattle, Washington 9 98119. Telephone. (206) 261-8700 o(/) de _ : () ana ss , ©) : ZB e0\e' © 3 2 ©) | ©) : a : ‘ ‘ I ae low " i ‘4 fe Pos Loa q Bro [2% ake Lo-0 Fe id ; [> Bas GS-0" =: Ne Bo Bro 2%or\|o'o io Ze t10°0' , 6-0 | 50 : 13 Kee cbee + —=+ + : 3 + + + SS Ae ae a = a = = . a ee +H) *9 2 Q | ah e ; | os 1 a1 | rt a CONSULTANTS 2729 OFFICe 4 Zo% OEKIcE 2€ a s r i o r a ' 2% - o =— ey el — ae a + A> 404 eal ml is o% vs | oy Er te e B bi 5 P - () | ! “ * ¥ A lao" ees . tagiaT a os rare W é i WZAP cob. 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NS oeeice 0 pate 2/ 14/ be : ; (We Mees THAH 15-0) Lo HH F TRAVEL DISTANEE TO bes 8 v eet IHGUIS HEE, iy x All a —7 t 5 cers | \y ae : | , ; ny 1 - a i | eceres | f_ : = =, [cree | ©) ; : = 7 : st : Po ey” FACILITY FOR RENTON, WASHINGTON: WALL LE&eND GROUND FLOOR PLAN . ‘ Soe Ale Gi® ON Beemer sruos YVeo'= V0" 12. SS pe fang: eeen eros BUILDING ° | , ee i ae ee ENNANNANNS 4" CMU WALL sae xe IH RaTBS NOLL (Me Gib ot v/s MET. SrUom, . FULL HT.) SHEET TITLE PROJECT NUMBER DRAWN BY CHECKED BY SHEET NUMBER BUILDING/ZONING DEPT. 4 Office and Warehouse Properties, Inc. 201 Elliott Averue West, Suite 400, Seattle, Washington a Te pong 7 wy ~ am 7. -_ _ EVERGREEN TREE STAKING DETAIL STAKE KI SEABED fi AMO BROKEN AA PNAES — yy GAUBE GALY. Z VYRE THROU GA : CLEA? VIK/TL AOSE y 2” KATER BABN ee ve WITT BIL T B22 SASS SACE AT ie ate (MITER % 6; oe , wo OS X ? ZILA - COUUAT EO Busy Sas = PASO TX PLAS TIME OLE WE S/ZLE CF IROCT SLL PLANT LIST COPANO L / COIMON MIAME FRANMYUG OXY CASA FLNIE | PLATE AS‘ 2-22 CAL 8F83 AGE SUBST REO SUNSET / FED MIVLE 2°22 PL BB FRUNIS BLIBEXLA | FLOWERING Lip) 2°22 AL 88 LRUMIS YECOENG/S / YOSHIO CHIEFY (8-2 CAL, B16 IIMS SYLVESIUS | OTE (kl ChB CLORUS OEODASA / ODOSR CEOS@ O'S PUY AETV S = NOOTRKATEN SS /ASKA SELLOW CEA Bo Th, IFOOTIMIS FIBRE / (PETIA F BAL, Be" LUN, PBELTUS UMECLO COMWACTA / STIBNUBESVRY TREE G GAL, BOUCUNM, PDPLO, AMA BOSE KHUTMEY & GAL, Be" KUKI, (AT ENTRYS ) ISHOLO, VILLA #0" KK IGOR, IFO G* = FOE" BUM, POLO, PIU SAS. 29M BHO’ OC. IU YS L, O17FO LY Y PEN | OFFO LL REX/ MAGIREL 2/0 UK. BRAVIPVALLYS (NOMA UPC EVENS = 2F ) UW BOY OL. VEBLEN TIMUS SIFUIME BOUQUET BF HIM BAO’ OS: VIBLUIRNDT DAW (BO MUKL Be OBL, ADELA FTO > BYAMBOW AT EMPRAMCES , SHBRIWNCOD ORO/VO 1 ChA>MO/ BOO ALENES EOL” ie i ogee A es (TEOEIA (TELL / PNAS FIVE SUS FOLOTS GEO: COTOMFASTEPR DAIWIEIR! LOUPAST / GAL POC. SODDED LAK ati, - —— “PUNE DISEASED AMO W/Z BROKEN BRANCHES Sx VIZ 2" DEEP WINTER BASIN Ss i : VAM fd 1 ors - g, : * ofl [LATING JIT Tae a = Hind.) a ee AU VASE TAOUE/ILY SIZE OF ROOT BALL -> of CU WAT EO (UAT ME Mk Coa Ny / Ne! 2 a : 7 s ‘ ai fos Bates TG Geant eee” key ==> esne seo es D fos ao ss : ADFALT 7. (ETL ILAX & -%.00 AMV 3) Ze L= 42.52 _ (0 GAUGE SELL LAA UE 709 cL, WAI t BELLY ARS a LRT 2h WADE STAKES SECLISELY LIS/VEN/ INTO GPRROU ND —— LOZEP WATE oe BAD KUTT BLS A UNELAZEO PLATING LYT SUVACE 4 PVACTEO VLANTING MUX WATER TTC ell Vil a A WWWQCE BGB/ZE OF PROT BALL GENERAL NOTES SUB GRAQE TO WITH YO FOOT (ROWED EY CEREAL COTPALIONS USLESS DAF WMSE MOVED : 4 BET TAPE Dle IH Ale PLASSTIME AREAS 2! OETA BSS MMA IN ALL LAM TIME EOS. PALL LAK PATEL ANDO LAKK| REE FLL BE ERTIL/ZEO AS PLR SKECS, —_ FOVR MUSE Y DI, LATEST SOTO, oN OM FO L D EASY GEE SOA BSN IC Bb TA PLE PO Pk OF= haf &, PIG IME VAUAEGE Fit BE PAN TANI ES, MCI OD ILA NSGGRE KU IDK Se TE A 4 LOE Bf, MLE SGS OCVAIEIUAN SGEE_(/ MOTD, 9 SIRVES ¢ TREES MIMI FE" PROT CARB POR GAS NETS AME, LKMASE be (FEEL EJ OPS: MOTEL 10. A ALOE BANEL MORIN GS SPU EO MTEPRE LANA ES PORGEKST (2 GLIMMLICUNE, as : WO LAKMKOZASF OITA ID BALL KIEAAT IE bl GE Ol Fle Fibfsbe [HDPE T Old ApAMO POLLPETA) LIE — MOUND Ald / PLAN TIME! Phle KISS PLAINES GIRL (IVE TUNNEL E OIE ML PLAKLT SVE AL DILL COOGEE TI IO SBA FIANIONED (LAST (PTF AL OF BLE OF® YAO PINT (BROT Pll OLE MOUNO AbL a SLANTING LP KON SOMES (E , a / Wisigear 7 Vel es be TNO STesrT et Fice soy BuiLDing |] Zoro UC S/DE UALS. LANDSCAPE PLAN. foto loewns mam, CITY OF RENTON, EG ETW ED US may 23 1986 = BUILDING/ZONING DEPT. Fe v i s i o n s SH E RE S OW 2 B | SL E 12 6 FA R iL ch e c k e d : Ga t e RE N T O N ,W A S H I N G T O N BO E I N G EL E C T R O N I C S CO M P A N Y FA C I L I T Y FO R ie s , : Su i t e 40 0 Of f i c e an d Wa r e h o u s e Pr o p e r t i Se a t t l e , Wa s h i n g t o n 98 1 1 9 Te l e p h o n e (2 0 6 ) 28 1 - 8 7 0 0 20 1 El l i o t t Av e n u e We s t , " L A N D S C A P E P L A N [onde ry, “KENNETH E LONEY (CERTIFICATE NO._262, KEN LONEY LANDSCAPE ARCHITECTURI E 108 SOUTH JACKSON #207, ‘SEATTLE, WASHINGTON 98. 104 (206) 467-9375 ab PO O SE T A Bi So e ea m mR am s Be N O R OE E a q For Driveway Or | For Conc. Sidewalk GENERAL NOT ES BY Asphalt Walkway i IX Per “Revised Site Ph et eae A & ‘er evi se es (O17 HW i 1, All work and materials shall be In accerdance with City. of ar Crete eel Renton Standards and: Specifications’ and oe Neil ane pe Me. 1984 Standard Specifications for Road, Bridge and a | 2" Compt. Depth Cement Cone. Sidewalk Municipal Construction (State of Washington). Asphalt Cone. Cl. 8B 5" Thick. rr : i ; Pa, 4 ae Ps 2. Existing utl lity locations are approximate only. {t chabe Compt. Crushed - : St ‘| 5 be the Contractor's responsibI|Ity to verify locations and. Surfacing Base Csi idle Cie pae: | Inverts. prior to construction. For utt lity locations In & Course (Depth Maes ae i ee et LS Go eee | City of Renton call 17800-424-5555 ' 2" Min. Compt. Depth Class As Req’d.) pe ae Dep : me ae hd | wa | B Asphalt Concrete SUS: E Se ae | 3. ALL dewatering required. shall be done In @ccordance with, ; tiers s | Section 7-11.3(01) 1984 Standard. Speci fiqations for Road,: Be Toe | PS ne . caine Come Denti Cuusited Cane eas y | er aah Bridge and Municipal Construction (State of Westy nope ls é Length As Rega. ; | I2" Min. Compt. Depth Gravel oe bee acl rn ee Gonstiaction, Joigr Course. 4. Unless otherwise noted, storm drain pipe shal! be rubber Base Class B ; Jon tlban Oe Bea | gasketed concrete (ASTM C-14-I1 or ASTM C-76el1) galvanized Size ¢ Length As Regd. | steel! with. asphalt treatment 1 or better, or alumtnum (Alternative: 3" A.T.B. May Be Substituted SECTION Cc-C ASPHALT. ACCESS ROAD DETAIL | heltcally corrugated metal pipe with watertight connecting For Top Course) Not To Scale | bands; or equal, aluminum p!pe for storm drain Is _acceptabte., RAILROAD TAIL : Beds Pipe excavation, backfill and bedding shall conform to he ee Not 10! ugeale : Section.7-04 of the 1984 Standard Spec!fications. for Road, eae As Bridge and Municipal Construction (State of Washington). TYPICAL PAVEMENT SECTION For Driveways |__For Cone. Sidewaik Unless shown. otherwise, bedding shall be sand or pea-gravel, Not To Scale & i in accordance with Section. 9-30.7A of the, [984 §$tandard PES TR OMNI Grade Grossing Be ; Specifications for Road, Bridge and Munictpal Canstruction Field Panel. : : Or Equot 40! ao Dey (State of Washington). Remalning backfill and compaction fe : ringbroak Cr Tg APOOE CA shal} be In: accordance with Section 7-04.3(3) of the 1984 C i Rubber Plugs Exist. Roil ; GH foo ane as penn Wi bed Dose Standard Specifications. Water settling will not be U oon Construction : xist. Roi Construction Compact trench backfIll to 95%. r ! ae Bee Panel Joint I ay ee ; 12° Fire Truck i ; ie) a LRTI A - 4 2a : tie ee ACCESS | 6... ‘A copy of the approved plans must be on the ‘job site 33 FE ae ‘ t H whenever construction Is In progress. 2 *& Fs eae z ! 3% Oe z . Beco ; ‘ = N ie ae ears IN 18 7. All disturbed areas not receiving landscaping shall be « sO S Sy vo octiana en hydroseeded with rye grass. Seeding shall be done using ® oS 2 a ES Exist. B Cement Conc. a an approved hydroseeder or as otherwise approved by the’ =e s 8 Ss Tre Plate oe Exist. Tie E sewalk Ze i<e City of Renton. ; Pr 4 : x $ As Reo'a. SS Pere se oo aed € Exist. a/R Ae alll oF 7 ——— 16 ee ae } : = = By 7 S See Typical Pavement . | Tracks ae / \ » 8, The storm dralnage system shall be constructed according to SRN x NN $$ Section Above t = /. area } the approved plans. Any deviation from the approved Plans Oof6 x 8 s 8 & N Comral! Timber Screw ee : EE ea al oa eae aa \ .will require written approval from the City of Renton. “Eo fe N ; a en sass ts fuse Al ; 14 ' =z N ol” 3 $ NOTES: i 179. Sol! compaction shall. be In-accordance with ‘ASTM D=1557 2 @ S > oo C4 | Slope Pavement & Conc. Sidewalk To Match | (Modi fled Proctor). i Bs ¢ ql N a4: Exist. R/R Grade (5% Mox.) / OW £ BS 8 re § i 12 10. All rock shall conform to Section 9-13 of the 1984 State too i) 5 <§ ” / Of Washington Standard Specifications. Unless shown BS & Bs otherwise, rock aggregate. for erosion protection shall be 8 Sh ALTERNATIVE place toa depth of | foot and graded as fol lows: ze m2" 20%; 2"-4", 20-40%; 4"-8", 40%-70%. ee £ag RAILROAD CROSSING DETAIL ip | 7 eeetecuuanec ms ae gh Not To Scale | 11. Core Drill Connections to pi Existing Manhole Catch Ln 033' as’ 8 S§ j ~~~and Ptpes. : = en jae ; Fourdat i pres Moy Be : See Typica/ Favement 12, . The Contractor shall be responsible for baked 2 the ” fhe irecdat ror V5 Es : lor to acceptance ve Dale oe - Regd Depending On Sol Section Defat!, Upper Leff. ‘ i ysning all storm drains prior p y = Storm Orain Pipe. ie ‘ . | Sowcut Ex. Asphalt # Remove. SECTION D -D A : > o : e 2d + 2t" (Max) | bee w/ Like kind ¢ Thickness, is =30'Horiz. | 13. > ALL downspouts and footing drains shall be connected to the ie Starm Drain Or San. Pay Linits 1 Gee Bie Gage: SCALE ES tig : storm drainage system. a 2 ‘ Sewer Pipe. Diameter 7 2 oTS . - _ 14, All downspout drains shall have! foot to cover minimum. <j Yerres. See Plans. ‘i Untess otherwise specified, slope downspout drain at 0.5% - Q.. 2 : ie | minimum. 5 NOTES (ene RR Ss = of}: So} 1. Where Conduits Cross Water Mains, - STORM DRAIN & SAN. SEWER s fastall Compocted Pea Grove! Backfi/! 10’ % Dip RTO GL ET ie Oar aan a RARER O CH DETAIL Lach Side Of Lrist Nater Mair, From Top Dished Cast moe rate ] TR EN < i : Of Pipe Bedalizg Jo Bottom Of Aspha/t Sie tage « Not To Scale = . Patch. FOI Se : © : = EST ROS 7 B; oy KES Mab SNS 1S q ¥ te “ae : i * - a ; Leng 5 3; ie q ; S NS 18" Conc. Culvert : 5 sg i : wn NH * : <3 A Ss x: Shope As Required zg g a =| oe Y WW . “a” = =a5 Cd oa FE » s iS suitable Compacted ' Se je 1 ni | O ( ) a a- S Native Gackfilf et ee Ml i Li. amis Oo s BS : DS K 16 3 : > 2 ‘9 R S 3 bY . o Lust. R/R Tracks 27 Min ar ae Pedi Type Bsa ’ x 1 ‘> i > Ferpendicular To R/R Tracks Se “jh Detectable Tracer | i ! = no , j i a Exist. Pavement Y a Tape Or Equal. 14 6" Congrete Bottom To Be — _ i Ss aN ae ras Poured tn Place By ee m. i =) — i j ‘ * * | \ { \% Contractor — <x i ss — =e ==] oe Ss Vy Snap-loc Spacers As : ‘ C > Ee WSs Ue eS 3 ——* USM SAS) N wy —— Manufactured by Carfon i eee ee ora Sen ere te 4 ; = Li HW | SUS wv 4 4 mAs, Frectrical Sciences ,/nc. Or Eqal i é g Droin” Or Equal BL fhe L | i j Qa ee ae * KB x Ea EN Spaced On Ten Feot Centers 2 1 ; “2 ry 3/4/86 as X44 : : j se it k f dg YARD DRAIN. a S 4 oe nN Ex. 12% Wad w& ANY BO Di » is x Cia Not To Scale. a & 8 a SE in 3/¢ Minus Compacted Invert On E1"% SD. Was. Leng th psice Of = a Be : Bedding Gravel Taken From City Of Renton i Pipe Per. Plans : ne N'7] v id * WARNING lens on See, Of 7, SW. 39th i i sf 4° PVC. Pipe, Sch.40 e S Location ¢ Depth Approx. 7 Flan Totile t | & Number Fer’ Cressing 4° PVC. Pipe , Sch. 40 A Only. Contractor Shall Pothole HS ee © e a7 Varies See Plan. } 18 Number Fer Trench Storm line Jo Assure Casing pel i 4 a = Jee Note Below Veries See Plans Passes Beneath Exist. Line. (fee ri ait | red =] Note: Li” ee { uJ j = vA When There Are 12- Conduits Per Trench lay. 3 Wide fF Vertical 8: : \1] y | Le : f Extend Trench With To 24" Pt. Wacom Bore $$$ . it ° “— Yack Or Bore Sand Pack Ends 2 When There Are 14 Condurts Per Trench lay 3.Wide With Remaining 7o Be As Regd. S [Ex 2VASD_ i i O > batt Ver tically , Trench Ao th Shall Be oF Max. = H ' E COMMUNICATION CONDUIT aa crete tn \ = | Bes Pook _TYPICAL RAILROAD GROSSINS COMMUNICATION CONDUIT 6 |: | eeeesenesesae Not To Seale — G0 Lf, 28% Stee! Cosing Pipe H DESIGNED LRI/JB i TRENCH _ DETAIL = Doe H DRAWN é Not To Scale Koha CG Khicg hin 8 | AWN 2 55, UB. | CHECKED: LE SILT / APPROVED + | WN f18 4 | _ Jan. 1986 _ ASECTION A-A SCALE 1220 Neriz. _ | CONSULTANTS s ul | nee alia oe peas e So CS een “9 Q Tv = 6 = 3 = = — an RiNtaeReAK cumex Alea bev + Prose teie! taeiT t wi - POUALAS Me & “T da} 8 1D 1D & “9 , a “aL ata aD : LI } = | { f Gan | e | lo * eo A4\2-6 [ ° | s ae Lv 1 ; . : Be NS : Xe : '=50' 0! ZONE MP : e si fa RA y os . 4 \ OCLUPAHOT Be & UML) Trail +) iS << if > . ‘ \\ / : SITE AEA: \A3, 350 *-F (4-4 Acees) | ERE et A eer Lice ast : = \ 4 ; rs NS é . A ; ; -CGertSteucriah WwEt V-H sei lerEe> * : y \ > : : y yi Ney De v5 Zoo 4,o. Furl bane Fad be! ie AE PA, Boe 35 REVISIONS i Padicine, PForneo: 6b STAs (l/iels-c) CNERA GE : Bere DATE MAY 14 19FS@ All drawings and written material appearing herein constitute the original and unpublished work of Cannell & Chaffin Commercial Interiors, Inc. and the same may not be duplicated, used or disclosed without the written consent of Cannell & Chaffin Commercial Interiors, Inc. e ee GEASESMEES UK FACILITY FOR AL C S la n e ns | BOEING | spurpeeae Sees reer ease! 7 9 ELECTRONICS 3 Jaga COMPANY RENTON, WASHINGTON BUILDING \z oe a a ey | PARTIAL SITE PLAN. : "e500 \ ; 3 y SHEET TITLE PROJECT NUMBER < NY 4 DRAWN BY CHECKED BY SHEET NUMBER __ UT peee, : (2EcResTION FACILITY EXHIBIT NO. vad a : an ! : ITEM NO, 347-074-846 Office and Warehouse Properties, Inc. 201 Elliott Avenue West, Suite 400, Seattle,. Washington 98119 Telephone. (206) 281-8700 . D-H44_-48G *PRECINISHeD MET eo Pima > CONE. 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OSTH BANS AMG | ALL PLASTIME EOS. , i L. 4 ALL LAT MNESAL AKO LAK ARERS FALL BE ge ‘ b LES FERTIL/ZEO AS PER SHECS, vf} iz Zs lg 5. ALL KIASS LATIN ES SPALL TNE TONNE FPCIME. ® ‘ Vy, \) ee ieee 6 ALL LAT MAEIAL SPALL KDI IO SSA SIAXIOARDO <| |e 3 . Leg S OO DVOKEN | PES MURSEPY BLK, LATEST SVU, «| ) Pele VIMMCOMES lA MV EPAL OF SLE OF IMO TANT (BOT ALA OLE wf [tle , ; MY BE LIBS TILTED VT APEFOIAL BF LA, ea ey 8. ROSVTINE DPRIMEE STALL BE /WITAMED, MOUMO Wh [Sie LASSE NEE KUMI V2, EKA SLOPE B/, | oe Bs UML ESS CUAERWIEE WOTED, _- 0 GAUGE FELL 9 SRYES ¢ JREES UMMMAKT FE" PROT CARB FOP? GAS ‘oluln leh y UMIEBE IFYROUW EFA MEGANE, NMiASE BYFEELEI OPS plOTEL | Bee f | Nee CLEAR VINTEL HOSE 10. OKIE FOWEL MIARIWES STPUEO KIT EPRE LAVA ES y f af — M0 GAUZE GALY; BELOW FIRST POLE T IP BLIILioun/ E, th WE SOLE SOT VW LAK OSA OSTA TIO“? 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B=) EXHIBIT NO._ 2 ITEM NO, «54-0-+4/- $4 ‘O f f i c e an d Wa r e h o u s e Pr o p e r t i 20 1 El l i o t t Av e n u e We s t , Se a t t l e , Wa s h i n g t o n 98 1 1 9 Te l e p h o n e (2 0 6 ) 28 1 - 8 7 0 0 ET T TU T “L A N D S C A P E P L A N ‘a | a ad |e | He] | He Bag He > . i de le: - _ CITY OF RENTON S one EGEIVEN)) — iietn ; nN nny 23 1986 LANDSCAPE ARCHITECT . 2 BUILDING/ZONING DEPT, a aa i ae "KENNETH E. LONEY rae NN REIL AX" aN LU aS . | imi fr : ae 6 CERTIFICATE.NO. 363, RV ES & : a I) |e ? ‘ KEN LONEY > 2 1 ae + 5 ees \: ioc aa / merits ty ta LANDSCAPE ARCHITECTURE \ “j J. : 222 . aaa ; E+ 108 SOUTH JACKSON #207 F 5 li SEATTLE, WASHINGTON 98104 ES i ; mee ; oes a (206) 467-9375 ; Cee eo : f : S ¢ SIDEUALA. A o44- ot 9242 FF 3 4 = \ + fe Ql. g L 2 sv 1% : é : 2 js 4fé | < ‘ STINGER CREEK F LNNSBED TONe: NGG Sea eM ean eee | te - - = Ee ath eet 7 = — = ERENT ETI PEN Sor ae ee Ee fe y a =r | ae (B404 WIDE C/NOER U 12*O" “VIDOE PIE TRUS ACCESS (*AO eel : HIBGIME TAAL ; | ’ ‘ es ’ | NN. pYDACEEO O/STURBED - | Bs URS BO" WIDE C/MOEFR oe y _ SAMEEREN CREE WOCAING TIAL = a oe : O° 240" WIDE FIRE : . za pasa : TRIES ALLESS ROAD \ d S 5 r “| U : U | ees : ee U << 1 FOR LANOSAYING = C pag AREA é LIA RLTOR PYRE a : | SEE SFIEET & ( ee Dee ere et G = C e -. L-/1s | ! re} a tote 5 ‘Za ‘ | * ‘ | | | Es | BULOING /Z : soe ee | a dea | | cece le i EEE ele maar lererda bbe saleeal a 2 7 roy Jy \ SITE PLAN : : [' 250-0" NORTH PLANT LIST ue al OTT EODRMCAL | COMMON NATE i secon ee fi , ml G PIMUS SYLVESTRIS / SCOTECAN (IWE b°B' BIB m, ae 20. PBEUROTSUGA MENEIES/! / DOUALAS FIA 2'B 8 epee Be 3/ QUERCUS FRUBRSA / NOVAERN RED ONS 2°CAL, 40’ ACs AS DICWp/ | i ae 3 Pe : 52 3 OW oy io oS $e 5 ga ‘ - : Boe 2] aes a | \| 2248 } v ws = a ao” § YY oe wv Ss “ aad & \ ry x : ‘s eR ® ' & la (@ (3 | ma) STATE OF . Up 1S E |i WAsiivGTON N Hye] ig U NOSCAPE AncHITECT | > ; “<i MAY 23 1986 * L] i / BUILDING /ZONING DEPT, ~ , KENNETH &. LONEY “CERTIFICATE NO. 383. KEN LONEY. LANDSCAPE ARCHITECTURE. 108 SOUTH JACKSON #207 SEATTLE, WASHINGTON 98104 (206) 467-9375 : - ie — N XN 7 ea n b t i d a i a i n i i o a A Po r t i o n Of Se c . 25 , Tw p . 23 N. , Rg e . 4 E. , W. M . & Se c 30 , Tw p . 23 N\ Rg e . 5 E. , W. M . — YO he Se e S$ qo he e t C- 2 /\ | Ac k t e a ! Ro o f £ ON co n p e r t a n s Bi o | O. \ | er Ct y Of Ke : ; i. CO M E LS Ad d e d WC RA M P , Fo r oN Ci t y OF Ke n to n Z Sg MA T C H LI N E , iy de d @* S A D S , Bl Ay EE ) BA CB * 2 - A , Ty p e IL 5 4 ' % Ri m = 18 . 5 , So l i d Co v e r AI . E . = 9. 0 ) , 12 % € 36 H w/ o Po l l u t i o n Co n t r o l De v i c e , Se e De t a i l On Sh h C- 4 2 CB , * 3- A , Ty p e I- 4 2 4 Ri n r = 18 . 8 , So l i d Co v e r AL E , =7 . 3 7 , [2 9 Co n n e c t To Ex . 15 " A S. D Se e No l e 2 O7 Sh i C- 2 , A Pe r Fi e l d Ve r i f i c a t i o n , To p El Of Ex (5 " b = 8. 3 7 SC ) A Co n c r e t e Cu l v e r / . CB * 2, Ty p e 7- 4 8 A A 7. G . = 1 5 . 5 ee ee /. E. = 10 . 4 4 i CB * / / , Ty p e II 48 % 7. G + 1 / 5 . 5 LE . = 9. 8 2 SC A L E : I" =3 0 ' CO N T O U R IN T E R V A L = I' DA T U M : CI T Y OF RE N T O N i TB M : Ri m Mo n u m e n t Ca s e At S. l . | 39 t h St . & Ra y m o n d Av e . El e v . = 16 . 4 8 Se e Sh e e t ¢C - 3 Pr Se c t i o n D- D D CB . *8 , Ty p e L4 8 4 Ya G : = 15 . 5 ) NO T E : Se e Sh e e t C- 2 . Fo r Le g e n d An d No l e s . CB *7 , ly e 40 % 7 BL D G . 7G . =1 5 . 5 4E . 2 1 / 0 . 1 / 2 , / 2 ° A LE . = 9. 8 7 , 18 ° 9 RENTON,WASHINGTON 98055 451 5.W. 10th Suite 106 Phone: 1206] 228-5628 C8 * 2 , Ty p e I4 E S 7. G . - 16 5 A 4£ . - 3 . 58 (Q e gs a sf 7G , = 16 . 5 7 EE E , ts CB *4 , Ty p e IP A ? 21 2 . 4 3 , /5 " 4 LE . = / 2 . 1 / 8 , 18 ° 4 Bo OS . I : > z EE PU N CB * 3 , Ty p e 1- 4 8 % f 2 7G . = (5 . 5 I za oO Ya r d Dr a i n *Z o WE 1. 0 3 , z I er e es (e ) <r Se LE . = 14 . 5 ee vi no r oN 2) Fe r De t a i l On Sh t C- 3 ) re a a ei ad e Q. < a i » “Y p e FB aa y \e —— — 7G . = 15 . 5 O. " 1, Ty p e I- 4G # (L E S PA T E q A\ Ri m = 17 . 0 % So / i o l Co v e r su e a a BL Be a d iS = We le f EC "F De r y ie ~ € qt (E . = 8. 1 7 S$ 3/ 4 / 6 6 Ry aa y OB . *A , Ty p e L- S F % 8 © a im = 18 . 5 , So l i o ! Co v e r WN LE = 7. 6 2 , W/ O i l ty Lu Po l l u t i o n Co n t r o l wn ) ia m si s Br e ie pa ) YD oO De v i c e , Se e 5/ h t C- 4 €8 . * 5, Ty p e = Pu g SX a aq ae FL O A T S x LE V P l O , ZO = Dh BL D G . I! “p a Dr e = ne ee e 5 Le < Ue on Fi Fi @i l B c 0 | CB *8 , Ty e I ] Ny im om e (C c Se e im ; pd 1 7. 6 . " /6 , . 9 . f Eg r i BB N a s a SA t * O- 4 . ‘ lat wa s t e po e OR S , Ty p e Fo . | s| MY an d a ce Ra le n t e bi a= BS po l e x L 46 . = 4. 7 5 +s Z > © = A ne 54 i" es A ae a am S Oe CB A Y G , Ty p e Lo h Fe ), Ty p e 5A | ms ee t S _ ©. > > Q 7O . ° 16 , 0 ee d : | CB . *1 2 , yp e l - S a y | | | eh fi a oe | a x : a. ie s He t cs ea e ial TO 15 5 Pe a es bs 7) } OE R pa r a l 9. 4 1 , 18 % , 36 " % | ph | o yt ) Pa a > CB ? Wo o Wi d ’ 1& . 21 4 , 5 5 , 15 6 Df 4g = ce “ C. 8 * 7, yp e I] - 4 8 A El i e MAN E ee G E i Se | x <{ fv } ~* ~ 5 aa : A | C8 hI p e T- 5 4 8 ) | AS Li l S 0) LE . = 10 . 0 7 , [5 A | ee e Mee ce t DE G ; Wi g A \ EG ap es ee t 7G . + 16 . 6 | i a xe Se AC S ae , pe e le EC SE S Ia | © ie ) ae Wi e DE E SO I C NS A sy = te al s Wi t o m S HO eh ay de i A j on gp Y Q 3 — a - Jé ! As p h a l f Ac c e s s \\ Ni b= ¢ Re a d , Se e De f t a i / N ee Bs 8 J “ oe ae On u S p h C= Fe wy Ry pe z ) «© S o 5 ee ; ee s ) ec Se e No f e #2 , 0, a ak ; o/ | 9 ie d se e No t e #2 , On Sh h Cvs op oey $ 2 ay br a s s Co n n e c t To Ex . 30 ° A SD . Ds iy , Le e ? ly i i j iv a Fe r De t o i l On Sh t C- 4 . 2S 07 % 3 ) ne e ai e Oo A OG la CB * 2 7 , ly e T -4 8 ON Va i c h EL Si w e W a r k : JA I L FE , [5 " b @ ~S = 2, © Ri m = 17 . 0 4 , So l i d Co v e r \_ B a i a t Mo r k e r . Sa a s = as ac h e re LE . = 13 . 0 ] ee an e \ eZ ay aa ) S CB * 2 Z , Ty p e l 48 4 ee ie \ Ri m = 17 . 3 , So l i d Co v e r Ge a 5 na e ee x JO B NO . 23 9 ~ 0 3 ~ 8 5 0 i, LE . = 13 . 3 3 12 Ge Li g h t Lo o s e ip Ra p \_ _ — f o n d i n g El e v . = 16 . 0 Cy p . ) 2% ‘t h R Ae s . ra e 7) LE =/ 3 . 4 6 , 86 y At AU Cu l v e r t s (T y p ) so - : | DE S I G N E D L. R . I . /E = /4 . 5 é 7 - oa % a, _ DR A W N JB / P . J . B aa es Ce (6 % 5 ) » 4 Ve aD ) Fe r De t a r ! On Sh 4 C- ~ 3 ja e ao Sh LF 2% / 0/ ae au & es (7 4 0 ) VE N Ur x e ) Pe i n Ay bo s i : Ma r vs 4 ih e e al s , a ‘ rt e ) Of ne ; CH E C K E D J. W N / J . B . S2 2 CB # S , ye e I- 4 8 oe : CA L A TI D © S= / 4 . 9 / % %) wo to e d t w y | io t a ie s ! TB M ( Ww ” me ) AM cf , / Se s J. W . N . 7 J. B — ee Ga ar wa s o s ' o a ' w _ 59 / 0 0 |: ae ra y \ AP P R O V E D ar ie Fe b . 19 8 6 ae 1 ML , , 4 ao e Za ee oa r ie [a r ie s a aa h Ee Bc c ha u i i Se y ee s al ae s LL . 2 9. 2 2 , 18 ° : (B x f gh e e Of Ca m a ) ga t e S6 6 Oe t e t l Or Sh h wC A : ay ea r s i. a 2 > ee Ba ee e en e Z ee e : gi n e MA Y 41 5 19 8 6 oe 3 ; y sp e c = : So o m oN | aa n = am r oT E : N ma e j 5 Ni g 4 : ET 3h ye —— — - w ea s me r ; oe ae M B : Sa i n 7 : M ea NG Ee # ie ce e Te . si , ¥ es a SS S SS e S am i e 4 i a ci er m > a "V > ae ee e al c 7 Oe 2 x C ‘ er e 7G . = 15. Q Ae s CE Pe e ; we iy v We me e . wy y % Kee a eS ) \ ae LE . = 13 . 0 , 12 % ao e MN em e r ee I de ee A 9 a ¢ In t . St a . 94 9 5 19 LI p s t o l / @ Co n e BU I L D I N G / Z O N I N G DE R T . se ee n / a a ') BO ! Dr i v ee / eS Se : : i os oo se Li g h le / f e Be , Be y 70 . Ba a n e Se e Se c . C- C On Sh t CF po w , S9 T A ST . ; | Pe a s e SW 39 t h Si d Ra y m o n d Av e SW g St ew a l k (T y p ) F me : ji _e IO i pi e aa ae “e SH E E T S Se c t h i o r ? : OF AA