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TTT i{ i { == = ee - = BS ue = are So MULL. | ZZ UU Ws Mh Ba ja \ | j PS R = ’ 7 ) ] / / / ‘ } / / / / QQ / / / / SS AN ANAAS / / p \ XN / / f YAN \ / 4 / / / / NX \ / / ‘ \ / ~ / / / J \ ‘ N \ \ [ . . \ q Sete - ae es ' en - - 4 - mn — : _ ~ E — = ~ ——— . 4 = —S—= — a <aeeoheegenindeaamenat —= - oa ae ~— aaa . : — a anneapatamntinal ———— re - _ “ - wee . ™ = —— ~ —t Tt —a oe ——————— hex — =. = a 4 = - ————__—__——— — a = -_ . i, —— = —- : = = 4 : —— x en Soles = — “re mas e 2 = . — - eS p— a — * 4 ee ex - - — — = — t ~ - ERI ion sz aesen ~ar ” =~ - = = 4 ——— rs Serta mapa apt etn 4 — 4 4 ae oa . = 4 . ——— = ——_—_4 ane meen soe ee —. 4 3 . = ] 4 e 7 ac i = as —. ii l WA L L ai i iu i ur e s UT A | mt 44 1S U C E T SU E ee eR S IT E SE i ) MY ha | un t bi t Ti t = ud i TL E T E U a t WILLIAM WITT ARCHITECT AIA © Po Pret Avene South 4! _ Seatde §=Washingtor OA YA ' pheamedigy oue me, Ge. 7m VIEW FROM SOUTHWEST Additions | 1702 Duvall NE Renton, Wa. APh-025-89 I" ~ | ti oo Wea ed tL | | SOUTH ELEVATION 1/4” = 1’- 0” TTT TTT TTT] | | | | ain | | ei ol | | il al | LA | i | ET el | thi i i dud Li LL | | | MN LL ie —— — — — —- —— — id —— — — — = — — = = —— — — — 4 —_ — — 4 —— — — —— — — —— — OO a — 9 _— — — — — — —— — — —— — —< — _— — — — —— —— — —— — — — — = __ | WEST ELEVATION 1/4” = 1° - 0” : a . ——_ | | | H | ! . \ | | SUE LL » eee EAST ELEVATION. ARCHITECT AIA 1/4” = 1-0” . 5 7 Seattle, Washingin 98104 “ iii 80 1702 Duvall NE Renton, Wa. ee oe , SA-025-89 BORATING \s me AE MATIC a CLMAACE le BVI MOAB E d soni 5 TLL LLL! Ning wh : Z CL ISN : \ a ‘ ‘in i STP ‘ ‘\ es Re q Xs | « A Y | .. eS ee ee ae eae eS % be , ooaahl lb ooaa aan Q 0 ! Af jon eWon on is a a I = “ mu we. 1702 Duvall NE Renton. Wa. S © FAN 5 “WILLIAM WITT Penelope’s Country Flower Shop , : Additions 219 First Avenue South #401 1702 Duvall NE Renton, Wa. vermue Seattle, Washington SR Od Telephone (206) 682-1190 7 SA-025-89 2 } SOPs 21S a eee TT ea Ae 4 Byte HY Tp im 4 ‘ 7 ere: e a eee Ae) g r4 At iY , ih n hl AA : ey x as yi x fs A - / f, a JS io 4 le e aN ae AN 4 Ay SX Wwrerey ee HU, \ VIEW FROM SOUTHEAST Additions ai 1702 Duvall NE Renton, Wa. SA -025-89 ~~ € gt s@le'S NER 24h es O2A" ae rd Z : | CoS & OPER ESE CHOIR \ S| AIDS CY 4" ft rleay | —_—— } | Ceo LATTKE CL IP Zeb 4242 CeOML PhatNE ! Dn Tee Gi age V2" tlo && - | /Si0E— | Sewer Foe |View BO Med ee iy MODIF CAT OW " ES ew eS TD LIST NenCAPPOET | 444 TERE? rooT a Soca UT aah 7 +t — site |P S. 4 ION GAZEBO SECTION: "Z0O'+e>" | . ees CANOPY SECT (>) (2) 1” = 1-0” es (1) f | Pa : 7 SIV NY NIV ss ae NV NV ‘ ees fe EID ag | ag om g: ae | __ ERO r ab) es Ea a a. _ — BN, -.... is ! ZQOML "a : \-o" peo ne ZP4 E,MA- WEST ELEVATION = 1/4”=1"- 0” poids te aan: ae 4 eS = h on y, yp" Ree 8 ; aeons aaa eae - z 4y 3 Rig ee / CEST OR. Cte AGO ws 1 9 Q = M2 > BUD 22. B u i l d i n g “ F ” M o d i f i c a t i o n s Sh a n n o n ’ s Vi l l a g e Re n t o n , Wa : = ~ xx sii eee « P ” 4 | AP wee || ave : ee z wy oe ee ; 7 > : <9 Se + #2 | PLANNING DIVISION , Pe 2! NING DIMIS o> d ag “ sie t CITY OF RENTO ROO [ING PLAN FOUNDATION PLAN Pee ) = Eceiwew | SA-025°87 Pee ? sy bP - s. ye ci : a ia # ° . ite Se aes » 4 a ae Ait ter io ae TS ee oC sre = . wit) ae ee : &2 beeamil 7 a 7 r tS Eee St een Se ‘4 ee ek EGS) “SCRE SR aah é : “4ayes ; Pai oe ey, heme sas 1-F a Fs tay ae 3 ee as en , ete AEF RT Bee oh, aie hie ‘Tee A . > ix & Pry * Ee ban S24 oy ow 2° Seen ae fs 1/4"=1- 0” OE Se [ar TT J orl @ PLANT Tetes {HeEQ = y . THAN OCPTH AT WHICH 56204 ‘ IN NUZSERY @ OID CAMASE JO ROOTS, AVAO ROOTBALL WREN PLACNGS STAKES | (Sivas Me RooTesLL DUMeTER ‘P T MATERIAL LEGEND. cc , | : KS EM IROl (POTONIAL/ COMMON NAME _44ZE = =_KEMARKG _ 7 es can bi silieee LIQUIPAMEER <aTYRAGIFLUA/ Z'caL. = Bt i : a oe Nes Ri: Cp AMERICAN CAJEET GUM FULL BRANCHEO ae & ? era PLATANUS X ACERIFOLIA/ Q"cAL. PLB WN x Fee tal SRR (@) LONDON RANETREE FULL BRANCHED , _ i. A eS gi , T ; : ip , 7 CORNUSS FLORIGS/ 2 CAL. Re Po | <-t ee We f \ast2nos ecAwies () | oe ee ee ro | : | 2 A Nernses sn ab fe ‘2 Ne aE: ow - fT re eawite : ae oa PING ST LVEF] Rue / o-6 th. . | a Haine 2 ar - . 17 ! i. FULL sol 7 2 . axoTHt PINE ae , ee i pee Bons be Sf ft ER. ry ~ 3 JAANEDE BAK ANE @-6 set eee ASB \: 0; oa TOG AS AI o-s bib NOT SHNEAZED | 3 SU to gee — it Ait .> 7 4 Aaa asters CEANOoTHU AN US/ 2 GAL. HARDENED GROWTH Reed SYA euNTNS Mik y Ly S eeie ~ ae Jenolan 4 rs : Aa: ee OS alae ah Ree a Og Eas Seat) © LigeUesTRUM JAPONICUM 'TEXNUM/ 5 Gb... FULL ) Pon, aa EE AES jecuNTNe page eee a Sent a eae ; WAX LEAF PRNET = Tee PENETZA ORK to) Te = ileal Seamer. ES le HS > Chuck: van ARELIA 'EDAKRO CoUCcHER'/ BS Gober. FULL | “ihe | a se ee Fo yey. NOTES: “3.5085 Pe Tie eee es. m la ‘F VI EALLONIA PGAL. FULL 3 — | celia soma Q ECLALLONIA ‘FRADE'/ | 4 . [Begpogus Tree” | | CONFEROUS TREE | 7” EUONT Mus ALATUS / Soar, 2-24 oe L STAKING PETAL jt. ae | PLANTING DETAIL, | ©) WINCED EUONYMUés “cs | ae SE ; } a ©) AZALEA 'BUCCANEER'CREDYA7ALER Z2GAL, FULL : —) Ci eoks HYBRID Ie }oAL, FULL SRE kKIHITE RotkKRose — Shei? ee. he 8 |LEX CRENATA 2" = 1° Pex er FS JUNIPER 7AM | GAL. WN eS ® © CHOCIA : |=" |e! (Aa ae MUGHO PINE ia!!= 5" : ® RHOPO. MIRe>. FURNIVAL 4! pie FULL We i : © RHOPQ JEAN MARIE 1p" 18) =A if as AZALEA / MOoONBEAM ia" - \F2 3 @ RHopo. TRIBLET ee IS-16 os _ VU DE = Ye RHOpe. VULCAN AS O FHOTINIA 2A"-248 PLANTED auc. AG : HEPERA HELIX/ BALTIC IVY 4! wr, 24" 0, : TRI= “SPACED \ ELpe. A TTL PACHYGAN DRA TERM INA Li¢e/ 4" Fo, §9= to! oc : JAPANESE “sPURGE TRI-SPACEP : CEANOTHUG GLORIOGUS / 4" Fore tA" 0.0 - PT. REYES CEANOTHUS g a aril coal LALJIN J/00 g AD JUG RE FENS/ — CARPET BUGLE oT oe < | S 4 ra rs SEAF | Rest . : cw, PYLON SAoN Saree Ae Se eer ? Fg ae a 2 a a : 2 es ft : Te rn a — | on CO ae : . = Cy | S| TS on : : > & ss B, 7 rS a> : oa a PLAN yy rn CITY OF Rey Slavy LANDSCAPE PLAN 1”= 20’-0” Py rt tHeY | 1 i i} i: Fe <5 t ee ae | We Gece ae I i Boue | | oe —— V/ CTT Q ie] q j dob aie padi | ii Pitty Hl Me | phat bets UL J pal 44 | LJ | SOUTH ELEVATION 1/4” = 1’- 0” ii) ji si WILLIAM WITT ARCHITECT AIA 219 Fim Avenue Gout: #4) WEST ELEVATION 1/4” = 1’ - 0” Boe USAW FS “FO BW GNAe Vi BOL PaaS EAST ELEVATION 1/4” = 1-0” TENANT MODIFICATIONS _ 2" lO - 8 F = SC | , | 1 , ! | | : ee 2 : ee lf ‘ wy ge: # ges : | | ev” | = | é | é ad | | Re Sea eee era y= ae i é ’ os : - : ny is aN 7 oe : bad ; ° . ee “s . © ; 3 g : : . ’ we : < is CO 4 j x : a ee ‘ ‘ . 5 - . ae - > ~ e So - a - o 4 N — e. |¢ PLAN - RETAIL MALL 1/8”=1’-0” SE A T T L E , WA 98 1 0 4 i CA 21 9 FI R S T AV E L S . (PROVIDES SCREENING FOR MECHANICAL UNIT STUCCO - SAND FINISH SPLIT FACE CONCRETE MASONRY METAL ROOF - SAME COLOR ALL BUILDINGS > | P : Z ens ‘en Bots | | r "T Se oN ME NL Sana DA mas WS A anerenemee ey a ae ry Tee eee | i Rinngiscelilities a a roe 2 ae — See Sea ees > 1 A | . ee era ——-+— +--+ —~+ : i i 78 Tee x | Sy. SESE IPTs em 4 | -TRELLIS PLANTER \ 2 Cee ee —_ — : Goo Seeetnnencamsoeinreee: | 2. grees | | . 7 / oo ee Se SG ower a Nace enon oe my SN Re OR A ee oo ae ‘ , a ' _ 0 y : ; 4 : é ; : ; Ly. t ret eae em 1 gs : Se me ee 2 gs are h, : s J itt : -t Sia RS ET Des nN ok BS CC RENO RC EYE Br et ea a ee ae iz = 3 ; roy RECESS FOR SIGNAGE - FLUORESCENT BOXES OF CONSISTENT SIZE \ ‘ WEST ELEVATION RETAIL MALL 1/8”= 1’-0” Sh a n n o n ’ s Vi l l a g e Re t a i l Ma l l —e — _ RTS TELS, OF ae WR re a ee he PRP ae LS Pen Tee ASS LOR. pee TR ES set. geen Eh REMY eae A i ee re ee i + re r ‘ ease 20s - —— : RTS rns ER —— a Ste amie aa Tore ther gga ty ene Pima “ SO nega POR LIE BE 2.1 AT FINAL GRADING DO NOT OBSTRUCT |. * WATER FLOW FROM ADJACENT BUILDING 4 3.1 CONCRETE FOOTING 12° DIAMETER X cc 2'—0", MINIMUM ‘ rae | en eae a ee |/ , 4.1 REINFORCED CMU, STANDARD,7 GRID Ai Soni] SSS a Sy 6.3 SPLIT ONE FACE, KNOCK OUT BOND oe Ser gs Besa. = ST BEAM. 8° X 8° X 8* OR 8° X 8" K , 16° AT CONTRACTOR'S OPTION. t . 4.2 REINFORCED CMU, STANDARD, 7 GRID “$PLIT ONE FACE, AND END, CORNER 8° X-8* xX fee. = 4.3. LINTEL CMU, STANDARD, 7 GRID SPLIT ret ONE FACE, KNOCK OUT BOND BEAM. 8° : a : K.6° X 6" OR O° HO". % 16° AT ERE RES CONTRACTOR'S OPTION. oer ro 4.4 REINFORCED CMU STANDARD, SMOOTH 8* fa a 3 | RUNNING BOND ~ : = : ‘ z | 4.5 REINFORCED CMU, SPLIT FACED, s x | # r . F STANDARD, 8° SPLIT ONE FACE RUNNING al at | : i BOND. oc | a rit JA Lo 4.6 FACE OF MASONRY BEYOND eee = f= 4.7 SMOOTH FACED SIDE OF KEYNOTE CM 4.4 AND 4.5 ABOVE * 4.8 APPROXIMATE POSITION OF EXISTING 1 MASONRY BUILDING 4\M, 5.1 22 GAUGE X 1-1/2" GALVANIZED METAL. - DECKING PAINTED. 2 -SEE EAST ELEVATION FOR METAL TRELLIS ASSEMBLY. 3 42° HIGH X 24 GAUGE PREFINISHED METAL -FASCIA... .4 METAL STAIRS, HANDRAIL AND GUARDRAIL AT LANDING, PAINT METAL GRATING AT AREAWELL 12° STEEL CHANNEL, PAINTED, TYPICAL BOTH SIDES. | i 7 12" STEBL CHANNEL, CARVED; PAINT .6 STEEL TRELLIS ASSEMBLY; PAINT ; 9 CURVED, PREFINISHED METAL ARCH WITH | UNDERSIDE PAINTED THIS CONTRACT ag or ag a on a au | | 4 X 8 ROUGH SAWN CEDAR TRELLIS : COLUMN, FINISHED WITH HEAVY BODIED | STAIN : 6.2 4° X 12° ROUGH SAWN CEDAR BEAM FINISHED WITH HEAVY BODIED STAIN. COPE BEAM TO 8° HIGH AT MASONRY WALLS : | 6.3 1" X 8" ROUGH. SAWN CEDAR TRIM , . , FINISHED WITH HEAVY BODIED STAIN - . 6.4. CEDAR DROP SIDING WITH PIN KNOTS ie . - "SUITABLE FOR TRANSPARENT STAIN, IZ-O AFF. FINISH WITH TRANSPARENT STAIN. _.. aa a 6.5 WOOD TRELLIS ASSEMBLY, SEE DETAIL SHEET A—2 6.6 WOOD BEAMS BETWEEN BUILDING AND WALL NOT INDICATED. SEE 6.9 BELOW, ELEVATIONS 4 AND 5 THIS SHEET 6.7 5/8" ROUGH SAWN ‘0" GRADE CLEAR PLYWOOD AT BUILDING FACE 10° WIDE, CUT TO RADIUS, FINISH WITH HEAVY BODIED STAIN 6.8 BEAM CLAD WITH. 5/8* ROUGH SAWN ‘0° GRADE CLEAR CEDAR PLYWOOD, FINISH a Pe Coke gaan ed WITH HEAVY BODIED STAIN 1 6.9 SAME AS 6.2 ABOVE BEAMS SECURED AT MASONRY WALLS, SIMPSON -HGLB-A WITH 4" WIDTH. BEAM SEAT SECURED INTO GROUTED MASONRY — , : 7.1 ROOFING MEMBRANE ) 7.2 CURB Mahe 7.3 CRICKET, FORMED FROM SPECIFIED dl oa ot bd | > vi , > TO R R Se a P e SS G © wa c e MATERIAL | 7.4 DENOTES SLOPE DOWN j : 7.5 RAISED ROOF FOR FUTURE ELEVATOR ; ) | | 7.6 RIDGE - ! i \ | e : 7.7 WASCO SKYLIGHT # DO—CA—1—-3676 F : | | | | r ig ¢ —— - ACRYLIC DOME, BRONZE/CLEAR “e ! : | ae eee ae a pris =: ammmnreeme arena. 9 Bi : 8.1 SEE DETAIL 6 SHEET A~5S FOR DOOR HT a SE: Ea 8 OSM, 2 Mast SO Ne Ses ee | . ae. ————-—_______} FRAME 4 | | | r aa a Sinus as (sam Ge i nai T 9.1 5/8" GYPSUM BOARD, TYPICAL c | aes akg We Wade as WR NA -—}—t+—+ Ba roe @ ae eel -——B i if 9.2 5/8* MOISTURE RESISTANT GYPSUM § | | ae bi | 5, Gs ais ie ol a a Ee | | LW BOARD TYPICAL erens? | | 7 gies T Sai , ae {1 . | 9.3 2" X 2" SUSPENDED ACOUSTICAL PANELS ae : 7 bt + s Lie ase Cae BI Alll oa sau IN PREFINISHED STEEL GRID, TYPICAL aos | : | | daartat 9.4 SEE SECOND FLOOR REFLECTED CEILING ° ae | | a 1 ares nae PLAN : ee ee r 1 1 * + | —T 9.5 GYPSUM BOARD CLAD “CHEEK* WALL : ee dod | j | | ee | <a 15.1 OVERFLOW DRAIN TO OPEN END NEAR = : Ss Ra 2 a8 rear FINISHED GRADE, TYPICAL- S6& VQ ~ : - 4 ey TR ROOF DRAIN, TYPICAL-See 4/41 % Let -* ‘ ys = P ee a ~ a ‘ < Z.e 3.1va0 ; bay ‘as See : yee * Wren ) Y > US Toa OOO j E ti Lo | : ae a : : 4 iy al} 4 | Se @ © Fi | anne | Se | SS | Nees AEA oe: , : ae , z =n a - + J e \ 08) . J 5 5 nS 7° ARE ae YS: @ +1 : oe ae : q FE ‘ . : ee oma < x E. : 128 [127] 125] = = er es aon Sea q 2 hn - pyar : 7 4 ms : : hal WW ee : “ : Ly \0| G5) (4) = = ‘ ce a u} ‘ x . + WwW : + | | | A | 7 4 om ; lu 0) | { a. = >. mre isnenamcesiehdenstanmaeeae . = ei: cs SE a SX Bove S 2 Bala : Rey, (@) a ——— hii q< : i. | (S\ NORTH BLEW. _ nid } LW 3 EZ é AIA VN = |r i ; O: re 3 x t or= as Ww y TS 0 b? es 5 s. sages . Yanee | —_ - | mie 2 § | a ape j . mm ; tT % no oe © (©) n°. : | { } \ 5 3 - = a ee i a 3 < \ qs; ee NN ! | ; 0 NN EALINA & T ie ES Src 32) A Me aie ee sla Ti : . ; FBP 2 ae wi 3 : si : . =o a | . as | ee I ae : ---- Cah — == a len 5 —~ | ates 4 bf. . , 4 fit] = =z. ee as 22 ¢ 3 nas . : as , : a ME SOT IN RE Ai REAR LT I TT i — Yee eee oye ee Z Ky ae ~ 4.4 J IS wi ee ee i aaien: ‘ : 2 Selall ae ee +h iY RAR SRN EN ; 2 STORER ISIE ty an —_ ran , ee _ TH liz : SS et ee 2 ; G2) 65 > ne aa | Pat pag — : ea te ee ce 22 : ae aun: 3 smmemoae eTrTTTTTTTTr eee eee tt) tt) Et eee eset ee cee eo b rT ns oe i ty fii] (43) 1a5 \AGS 137] —— |/ RES oe po a T ? am ete eaisdr| ERS See fiaiaineee wen | 3 cs eo" . . ag , Saas ge 2am os ——— oe ee ee SSUES pan 0 | 6.1)4— aa Ze 2 =< — Pee ee ee | Ga) St SS = ach fe = 2 E = ~ 3 eum ene | 5 = o's ra — ee ee ee ! cg oo ant ” od Et a laden A, Ree ae econ ee ie : Me at eS ti oi 7 ee , : fe. = <—e epieek ——-——- a femmes 2 mr a ‘ i q ; E 7 ; Ss — sian ti ae ham. wn - nie J ae 119 117 ne 1S : ae —s . ay) a | H “ at er ao cE 4 a ee : : : : eden i vi Sr = ponent ee Me me | — wi oe — 7 | ANRIMOE , j : Ga "SS cy 3 f -t. - \ A! 7% qt i O 2 alll j j .% ip ee isl, es ws Se gk ea ee ee eee i gt RE ah A 2% os x oe ee Pe ee Rigagis ck: Pa enor ens peg en ey ee 25 a ENTRY CANOPY e ‘ WR U A M ¢ NT T ST A T E OF WA S H I N G T O N } . ~ sale SCREENED AREA FOR MECHANICAL EQUIPMENT ree et SR as et AR SAY AN ll TGA NEN AND ELEVATOR SHAFT : . | . ry | ‘ eer 3 4 | iol N 4 Y mia ZITITTIIH | CTT , es. Cocco 8 ‘ | a hae me bc pee Pes re | ! ede al | i i r ! ee : | : 3] : i i | A . R oN Tae ROE RO Se PS Oe ee Paes , ess: +—$______|.— aa : “ N | N ; N | NY qd N peat grkod a 4 | N t . | : ie N - | N : N | : “Lx N ' ‘ —* = N’ ! N ~id IK | | ‘ NT | : a \ | Sanne wihenttiin, {Miciiiiepotcn ne ee *= ai — pia Le Si & i Poe at eee ae —— a phat fee =" S\)Fu (i aoe Si= zl \= Ub Doors all we if =I) eae aT a We ii SO nl=i- loT@il= ai! aha"| SECTION A-A : | SECTION B-B 1/8” = 1-0” os | 1/8” = 1’-0” 5- | D -B 4 SHEET HHI ie : a Lif .. |". METAL ROOF - SAME COLOR ALL BUILDINGS ———__ Zap 7 | TTD ) Am ii | | ] | ape TT | | | I mn {Ti | : hy | | | | | WT | ne S yy, melt Hil AIH A THT TETAS g H § | Pe eaeeee SeGGGiRGaRee ee ne SESREEEES ie WOOD SIDING : HE ” N SPLIT FACE CONCRETE MASONRY — ae S | a SB |S | |[@ ¢ jie | [eS ra ae ‘a Se E ‘ | east = in = bs : = : : ‘ | ae : ‘a i 4 = -_ i 2 = | peg + Phe pa qt aS 21 9 FI R S T AV E . S. WEST ELEVATION NORTH ELEVATION 1/8”=1’-0” : 1/ » = 1°-0” ; In ee ‘ | 7 : TTT ‘ A | | = a | | : HY | i | 5 i Hy 5 S ® 1 =| Mi ) ui l d i n g . LO T T LE T T TT TT T CR S A R R A R R E R E : AR E R R RR O R R R R RE . Sh a n n o n ’ s Vi l l a g e SOUTH ELEVATION EAST ELEVATION 1/8” = 1’-0” 1/8” = 1°-0” oa Cn- 0$5-87 | 00 ( 3 1,000 SF Leasable Area ‘ asable Area CAGE iee20" 79" p.o— 1+00 st LIGHT gw, S ST CB RIM EL=406.92 7/11 STORE a .. \ 13:30? ANDSCAPING > = Oo — > IN S a ss ¥ ST A 1+ 8 BE G > ~» a) K ° a fe ) 2+00 SS MH W ~ ro) SS ©, SS SI & -- “CONC TRASH .~ \ o hee we ( “™ RIM EL#4//.92 .,— ese SS MH Be 1 e771 1 oe po "AL SE JOIST “” NE 24TH ST \ se 100TH sts. 30 T H AV SE k mm on d ST <= jo wn on t ST | VA S H O N CT NE + NE v4 Ss ~ WA L VA S H O N A & ne RECN THPL o. lu NE|™ 15TH, st {T M A N 14 0 T H AV 14 1 S T AY SE . —— — ar e 7. Sa ey ST VICINITY MAP ® Bee * | Fi SFM) 7 04°59’22” W 60 a CO oe 0.39 et . wer WL SE IOOTH| PL —STA 3+890° LEGAL_DESCRIPTION The land referred to in this commitment is situated in the county of. King, state of Washington, and described as follows: PARCEL A: The north 80 feet of Tract 4, Joseph P. Marshall Tracts, according to the plat thereof recorded in Volume 38 of Plats, page 30, in King County, Washington; EXCEPT that portion thereof conveyed for road by deed recorded under Recording Number PARCEL B: 8010270488. The south 82.99 feet of ‘the north 162.99 feet of Joseph P. Marshall Tracts, Tract No. 4, according to the plat thereof recorded in Volume 38 of Plats, Recording Number PARCEL C: page 30, 8010270488. in King County, Washington; EXCEPT that portion thereof conveyed for road by Tract 4, Joseph P. Marshall Tracts, according to the plat thereof recorded in Volume 38 of Plats, page 30, in King County, Washington; EXCEPT the north 162.99 feet thereof; AND EXCEPT that portion thereof conveyed for road by deed recorded under Recording Number 8010270488. PARCEL D: Tract 4-A, Joseph P. Marshall Tracts, according to the plat thereof recorded in Volume 38 of Plats, page 30, in King County, EXCEPT that portion thereof described as follows: Beginning at the intersection of the easterly margin of 138th Avenue Southeast as conveyed to the State of Washington for Primary State Highway No. 2, by deed recorded under Recording Number 7109200153 with a line 135 feet northwesterly of as measured at right angles.to the centerline of said Primary State Highway No. 2; thence north 76°26'00" east parallel with said centerline, a distance of 110.00 feet to a point hereafter referred to as Point "A"; thence south 13°34'00" east, 110.00 feet to the northerly margin of said Primary State Highway No. 2; thence south 76°26'00" west, 5.79 feet to an angle point’ in said northerly margin; thence south 84°57'51" west, 101.12 feet to an angle point in said northerly margin; thence north 25°38'11" west, 67.15 feet to an angle point on the easterly margin of said 138th Avenue Southeast; thence north 4°58'22" east, 30.94 feet to the point of beginning; AND EXCEPT those portions conveyed for roads by deeds recorded under Recording Numbers .7109200153 and 8010270488. ° P VAULTS ee eae BLDG 110.09 — ae L x af : Pte ti Wine RIM EL=419.0), FF EL = 410.00 A 15 sp a c e s cs EX SS MH deed recorded under Washington; | bo , @ 15 ' 0 " \ 5E @ 9- 0 " ST CB | ar is i metas, ST CB RIM EL#411.64 412.24 \; \ 18*4T s 9 SIGNAL BO ng b c Wri thease. PUD 5} {Lot Sf ow st\|ca/—— i cB Rit EL 9413.74 ‘ Si t LANDSCAPING LPAKG 2IXG zo'o' = Iz'-<o" : f \ ; ; 914.5 12 spaces SS CO RIM EL#409.8) =. 10) spaces ‘ Zo - ff — iad ~ SS CO O RIM EL#412.17 /0 spaces oil aN H— RELOCATE F.H TO NEW LOCAT/ iN a f (ae es Ne (a a \" ha i \-. “ ae = . i Tc ape. \ 8 | a —— * ... CONC: WALK } RF EL = 410.00 FF EL = 410.00 Ss. R k _, TOWER 7 nn eee = COQek aga.’ IM EL#411.55 sf So— F} oe oP Se ee — CONC WALK Lt ae € oY elt ~ ~ ana FF EL = 410.00 Pate easel LANDSCAPING FF EL = 412.00 A YE. oss FF EL = 412.00 FF EL = 412.00 « 4/ 4 . 2 Ais (2/6 Erne . Bldg. A = 5300 ~, Bldg B = 4500 0] Bldg E= 7700 Bldg F = 1700 Parking Required = 106 Parking Provided = 106 Compact stalls = 21 Handicapped stalls = 4 N/01°21°22" E Av? y SITE PLAN DH + X SAACE ATCH EXISTING GROUND ELEVA TIONS ty 18 ) ‘Q Q 7| spaces sree 1” = 20°-0” N 87 ° 5 3 ' 2 3 ” W 20 9 . 0 4 " PLANN}} CITY OF RENTON. 3A-035-¥%9 om sae r f ft Tote) Cui YIViOiUiY REVISIONS DESCRIPTION/DATE | BY TO U M A EN G I N E E R S 20 1 So u t h w e s t 41 s t St r e e t « Re n t o n , Wa s h i n g t o n 98 0 5 5 e (2 0 6 ) 25 1 - 9 0 0 0 DU V A L L AV E NE & NE SU N S E T BL V D RE N T O N , WA SH A N N O N V I L L A G E SI T E P L A N JOB NO. 553-001-881 DESIGNED ; MT DRAWN oT COMP. CHECKED 7 .- DATE pec 198822 3-|O-24 / OF / SHEETS SR 899 Soe