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HomeMy WebLinkAboutLUA86-030 - Large Formaten x0é— Existing fire hydrant ) Bi Zoning 10717 N.E. 4th St. Suite 1 Bellevue, Washington 98004 (206) 4621277 New fire hydrant ——\ Existing fence + Existing fence to be removed — _ —s g + | (7) 5S j i + :} r \ 120’ to center line of Olympia Ave. N.E. (J - Architecture ¢ Design © Planning Te - - : ~*~ = 4 : =| ¥ (<}—_ Dumpster : Mege : =e = location Member of the American Institute of Architects rn eS a | 20' ‘Site | | 1 Bi Zoning i es ited: / “ ij a + —— | , ' fl “3 = ; j | ]: . q! 20' 4 . nM 2 i Light standar Sa \ } : typical / en O Cc rt d { oe ra Z ad “ is a CB ourtyar Courtyard = ape gs Ma eae : ‘ . es: or Si Be” sl si Asphalt Asphalt al ye Siar aes Ra RS SAR MUE Raa Seren GROAN a en eee — Se a es a 4s - ae SPREE Se OS 2 3). Pi Se ae Sate aN ‘ ” ha oe ‘i — i ee ee ed home ait e we . i ee a 3 Ns : : Le ees nae, Meee Newent. 38 y L. Gee: ae 5° Landscape buffer - ! e Sone ce ect >, Ao . Sy Sis a x 3 /. = id i * ike é | * a yes 4 age fae IS ot eg athe ae > Rees . e i zh i ; ik s Neb , e ; -™ ay F kad a s sf Pe: : te : é a a : He ‘ ze eh i : ma: avn é hel Rey eet " . A : hae sh ee ; . : : ee > ; ; E ‘ ; ‘ - re se Lye u : ¥ i “* ‘ ‘ SR Siar E Y MS ° ei ie a: : ae : pe me : pe ae og : a | < a > Br ae 3 ‘3 ae There sie eu A Soke a cee ae eae 5 Bee Soe iete 2s ie : pice ey pis 34 is « i 10’ Landscape buffer Bidg. iden. sign lt Ht EXISTING SHED ROOF i Greenwood Cemetery WA N. E. 4th STREET SITE PLAN 2 IZ 1+ | r GES Courtyard Asphalt Existing 5' conc. walk WIN 9a Removal roof section ty for repair of utilities es MANAGERS QUARTERS Existing shed to be removed ; = : — and OFFICE . ( apr ee Existing utility pole — —— = to be removed emergency vehicles only EXISTING CONCRETE BLOCK BLDG. | * | | | Existing fire hydrant 4 396’ to center line of Monroe Ave. N. E. ¢ Utility and emergency vehicle easement = SITE PLAN \_/ - 5’ Landscape buffer B1 Zoning }+——__—._ 8’ Landscape buffer Cedar Park Apartments i 6% LY a 3 a ee © t © \" se} nae $ , ” Scale: 1°°: 20’-0"' HIGHLAND SELF-SERVICE STORAGE for CONNWILL INC | LOT SIZE: 80032 sq. ft. Legal description LOT COVERAGE ALLOWED: 65% 52020 sq. ft. ACTUAL: 54% 43041 sq. ft. BS AN pees The south 400 feet of the east 200 feet of the following described property: the southwest quarter - 249" b orv. of the southwest quarter of the southeast quarter PIPE ZION DAY, of section 9, township 23 north, range 5 east, W.M., in King County, Wa. except the east one acre, an@ except the south 30 feet for road Date -_>! 3I(35 | Scale LAS SR OWNS Drawn Lee Job # :8@-9O5 Revisions : PARKING REQUIRED: (1 space / 2000 sq. ft. net) 26 ACTUAL: 33 KEEP LIGHT FZM AIIPINING PROPERTY / a | ¥ . 2 Elmar bf SE 12a ST t Al = _ a 2 ! x SE jimi 7 § . fF ‘ 7 on i rm BUILDING AREA: St 129tm jst ” fl : ‘ po 5s re ps art ae ' : Yh a! f =| fVe\ 3 barat eS | J 1 ‘] li Pearls ji stags i i} | ad] t ' wi PHASE 1 15200 sq. ft. CONSTRUCTION TYPE: V 1 hour (fully sprinkled) a a 2 Gwe 2 wonders S las mst PHASE 2 28186 sq. ft. oe : dey Bae | fein f] OCCUPANCY: B2 WHS.-STORAGE ; PHASE 3 21600 sq. ft. aah ee a ae coher | Teeeheeety 8 doen 2 py ee R3 MANAGER’S RESIDENCE and OFFICE fi Nec rc ee eT et TS eee al TOTAL: 64986 gross sq. ft. aie CHIBIE NO. =a Mm TYP. LIGHTING STANDARD ee VICINITY MAP CEM NO. 220-030-£6 U- 030- 86 , 5 rod BRUNING 44-132 Building beyond Asphalt composition shingles ai a = : : = : : ——— =< + a : : z : aS Ta eae one —— : = = = See Satan Gaatcaie a — Sa ia ania —————————— 10717 N.E. 4th’ St. Suite 1 % = ie 3 cas — i a a = —_—_—— aac = = 7 — aa eS ee ee ee - aes SS ET SY CTE) SAT ENTREE REM PLP eT STE sas : . — z a Zz ee = - = : ae = sane SSS Se ae <n Sa a ne rr Bellevue, Washington 98004 | | ae ia eer Sr cae ea a con women nw os 5 a é ae eres aa: gies ai ee SAND Y jj} Architecture ¢ Design ¢ Planning see $s ee ————— = oe = 3 Member of the =a aladdlaiaaiinsaaicacecaiae aaa rare ll Be : ee ae ——— — |] American Institute of Architects x : ee: ’ : : : ‘ J al + . ‘ . . . . 3 z re? oe % % oe, : " - Lsgpe. 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P ‘ . e mee 4 3 : & q Manager's office and living quarters Entrance gate . Entrance gate Wood or vinyl siding Entrance gate Concrete SOUTH ELEVATION , NORTH ELEVATION Asphalt composition shingles HIGHLAND SELF-SERVICE STORAGE for CONWILL INC. Building iden. sign ; oon = : : ener = : : . —— ee : a : a 3 : oe a Big <2 y , ! | | iM iM \ \ Wh ] { | VAM vith HATE \ \ WW VTE TANINTEEL \ WW U a : ; HIGIER Po tg | | — tA —— ee Wy SE) SERV | | | | wee Cd —— Pro — e s «| Rois ; 2/3! 130 ST SOPYY Hl | | | | | | | 2 Hl: —S | | ~ a 3 Scale _Yo"s I'= 6" | | | a |. | | |. | : | zea | Metal roll up doors i oe | < . Drawn Lee Revisions : 4 seomiastte ss | eat SL rn IN ven CCE A : = i H an i = = E Se H —— = ~ = ——— a 4 eaaee ELL 3 : + . 2 A * - Concrete EXHIBIT No.3 EAST ELEVATION \TEM NO. aay | ~- IFO - 3, pee RT rr ee see 3 ee ket Pe ae Sk, ‘a pied bes Fi ar AS ieee a. yee Sh a ee “3 i 3 a = ga ea saat Es Wg RS MO a etet aa fee ee cme ry eR ne RS ei pigs LOTS = wee ies sage h i 7? co € : i ane : ! z | * | 3 0 STORM MH) este fe T ASSEMBLY ae piley- al pty a l2' WATER LINE EASEMENT | le 32308 8" GATE VALVE Fe peri «MU x MJ . Cy iN) 2" x j2° x 8" TEE ed pita "ron : NO ry PN 460, of a Pi : ee! ~S} tsp + _(G “ae eo eee : a rsp: ae ware. * x ' : 8" WATER LINE ‘ He A f : : ile ae a en rae tee porn eet BE Gi le a aed eh I pe a ee oe | ) | . jt I WwW /\ 19 \3 3 7 © S 4 3 2 s | | | . | 95 Res ahh :'b ia el : 5-2 Se aan pb ee T 4 | 253 MH | Sete vai | | | | | any! RIM 34299 | | NE IE 335.63 | | na ae fs 3 aor | { o< cer wha | | <. és —, oi zl MANE a fe ee. s amviess © + | | | | / ‘ | se j pe 2 : | Ve / aie 4 t | REREE SESE "Gh REGRET lie eRe Fg Pt Ss Re ae ioe UE oS PR eaaaanaar Sabb pee aoe Es a spent Q : ' e | EXIST. EXIST C.B. A ve) | ) | CB. Pe ’ iS ~ § | | ; eae A pele | Tk | | cos pa ee — : CO. | am N | or eee tu | nes eee 5 Cama +> 4 % <> Ai a GT ere | as LU EXIST. >! oc Z u i | ue bh 3 | | a OD ee x | Ol| : . ; sib | i | i “all _ SCALE 2 /4 bd 20' N MOREA SO SEE | | 3 | Q | - a +-— pee Catan es + — o— ? ~q J $ 9° & > — ——-—@ ° 2) eed 0 | t ea Bf te | | 1 { 4 <t | on yey I eee : | | 1s ‘ Wraies 1, K 4g; OR | | Ww N) Bh a 14 oe 2 | | 2 Q! Q es ies | | | | 4 | ee gmat ra | : v7 yt aa | = — a a oe ABS 1 ah BS i, SORE T EG ee SA + COR Need? Meek our a ae ; : es 8) 9 | eee | | ; | F ies ss ta a Oi ha | | } j ae | a | a $ : 2 : 14 iS io Be 7 8 | iv 20 Zi 22 23 ° | 4 eS a Fee WATER es NT 3 a é re Sh ie | | ee | | beg pee aera te se! ee bees uy yee a , ‘ a aha Ao ae! ee Ses aznee te ea ‘ | é 1 , | Aix eae ee 0% ; _ e ¥ 7 Me Exe Pee ihe: ‘i 3 oh is " B if Bi 2m, = ie aft a a y ae ahs ee : Aaah a ohare a i 3 : i i 2 ee SE eat oe eee Ga 3 eat y ie bik eh ve ; 7 sea et : , " aH ai sais i ss = Bc os ; = + Aa ia ers ie te Se sa, “a ee " ba 4 eat i$ es de ii a oy Meee: ee eas j Aare si: . j Ee | | ne es as Bee ia aes x ie jae fis Sige Loe al VRS Wiebe ABER Gee EN 8 eS. std bhai ; Ee ee ee ee ei, SRR | ae I @ O68 : a mae es ily i Me Ne RR Sai, 2a A aan ars Get i i ait m | 2 es | w bi: aaa # 5S E Es c ~{ ? ae : : ss oP | aa | ee lie | - ee “a | be er | ee Mics. ta a 4a ag man i eG Lf Lp yMsemer's ofrice eat Ne ES 3 ie 4s | oRRiDpoR CORRDOR APE 1 ONG QUARTERS 2 vay | | | T T = ca € T T AoE: atime, ™ eee See RG eager! isc Tae . — To —+4 ef | i b 4 pes | | | | | ; | | . ampere rae ‘ees jee Sse cat aaa i | . ’ | | | ( fans 0 ‘ ck Y — ante Ge iz z F ; e ee ag eons & | EXIQT'G@ ROOF UNE ~ fa ®xid' ieee. Se ae oe ie naw fo icc 2encnaerin ‘Le. of % petted ‘ | ; SS . 7 k masta ei s Vea | Te Sy oot ae —e\ 3 \N\ ee EM FMEREEUCY ACCESS EASEMENT 359.00 ois N : re \ 2 | ¥ o> w —§pe! Ce ee ee ~ g*6aTe VALVE w : ? 8" x 8" x 8" TEE vi— SD. | w/ THRUST BLOCKING A GENERAL NOTES LEGEND ee 1. All work materials shall be in cxitibielianih id ot eh the standards and Bes Se preconstruction conference and twenty-four hour notice will be —so—C—so— EX/ST. STORM DRAINAGE 3 specifications of the City of Renton Utility Department and the required prior to starting new construction. een latest edition of the APWA Standards and Specifications. ieee EXIST. SANITARY SEWER ; : Rey 8. It shall be the contractor's responsibility to secure all a he ie 2. All locations of existing utilities shown are approximate and it necessary permits prior to starting construction, a i EXIST. WATER MAIN shall be the contractor's responsibility to verify the true and a ©. ae G EX/ST GAS MAIN correct location so as to avoid ease or disturbance. 9. . Installation of corporate stops, water services, lines and meters dia ; : . ; ; . “to be scopy shee by the City of Renton. T EXIST TELEPHONE 3. All water main pipe to be cement linea ductile iron pipe : conforming to ANSI Spec's A-21-51-1976 or latest revision, 10. All connection to existing mains to be acvonehighed by the City of na PROPOSED WATER Moe thickness Class 52. Cement mortar lining and seal coating shall Renton. All necessary excavation and materials to be supplied by conform to ANSI A-21-4-74 or latest revision. Pipe joints to be the contractor and be on-site prior to City notification. push-on or mechanical joint. Bedding to be Class C. L 11. Inspection will be accomplished by a canceonmlet len of the City of e)) 4. All fittings to be east iron, cement lined, Class 250, unless Renton. It shall be the contractor's responsibility to notify the ba ge otherwise specified on drawing conforming to ANSI Spec. Utility Department 24 hours in advance of backfilling all A-21-10-1977, ANSI A-21-11-197 or latest revision. All fitting construction. | joints to be mechanical joint or flanged. Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be 125 1b. 12. Contractor to provide plugs and temporary blow-off assemblies for configuration, unless otherwise specified on drawing. testing and purity acceptance prior to final tie-in. 5. All water mains of 8 inches shall maintain a minimum cover of 36 13: Typical Hydrant - 10" x 6" CI Tee (MJ x FLG) unless otherwise § inches below finish grade. Where utility conflicts occur, water noted, 6" CI GV (FLG x MJ), 6" DI Nipple Length as Required, 5" mains are to be lowered to clear. MVC Hydrant Assembly (M.J. dy Cone. Blkg, Drain Rock & Shackle Rod, ; ie Conc. Guard Post. 6. All water mains shall be pressure tested and disinfected in accordance with the specifications of the City of Renton and the © 14. All surface shall be restored to original condition upon Washington State Health Department. All pressure testing shall be completion. done in the presence of a representative of the City of Renton. Reece seee S ie ee ek o iby sa ig? * é soi fe ery Pee f ee eR gi Bie eae : : Ste tes a2h6) 7 ; dd : Sie Ps pee oe ee : APSE. pee see ok Rai uen eee ee Pe are gates aie ‘ OS tee Sop ae em A Me an gees ae % i E BEA aes ane: sig 44s a tees GROUP FOUR, Inc. 206 775-4581 MANAGEMENT approven By OG 4-2/-BG e PLANNING 19502 56th Avenue West ENGINEERING Lynnwood, Washington 98036 SURVEYING DRAWN BY P& 4-//-86 CHECKED BY city GF RENTON a WN aaa bea ¥, = BUILDING/ZONING DEPT. Wee ee | Bellevue, Wa’ Architecture . Design ° Panning 10717 N.B. 4th hk (206) 4628 1277 | prune of the American Inatitte of Archit. B | HIGHLAND SELF-SERVICE __ || ‘STORAGE for CONNWILL INC. |} Revisions + 2 = bei a ‘s ers fn te hal n ‘ Cet er . : aes aera) Ro os eet : ace ese > ‘ cee oe St, ee eR : mot Heo a - ~ - 2 tome = = er ee ‘ a, "a <a . Building beyond Asphait composition shingles I IT ET ee a x | XS — SAT i i SE SORES TE SO LPO TRS E : —— — : — - x ee _eo ~ ss —_ magmas ences = ~~ — = ee =a =, ae: _ es peor = = = as we incase oe a oe —_ _ neonate — Pie ee mere os ae i oe ig. Sts a a == a = ena erecias =o % te ae Sra a «Se _ = BE a —— ae a {eee ee = |} 10717 N.E. 4tnest. 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REESE V ae ‘eae | 4 ee i} 0 Siena - | 4 - ; Q F ¢ 4 Ss Ht ea s a ‘ eee : \ ‘ s f r : < ie rae 6 : 2 oe = i pre, 5 {| 999 0% 6.90 4 ' om Fy Ss — Se one az | ame @e & | Emergency gate Existing CMU block building with new siding Wood or vinyl siding WEST ELEVATION Building beyond © Asphalt composition shingles 4 Asphalt composite shingles | } onpare al —— } Hl BUILDING ELEVATIONS ~ SS FAW === == 17 " <= ——— SSS ae ! i SS —————— i soa = 2 aa maa Tae SETS - —— s | - Ww EK a : a TAT aA = = =o — | | ee V, — — == = Se ra = | — = i i = 4 a — ls tt ine : = | =e — = = 2Ne | Saas SS == RS | | ' | “ = 2 \ RS —— : : (Scorsese a meee ase! ane y 3 | a : a = —— "(SELF-SERVICE STOR/GEF |.) ati? . aa . : a s : f at ti , <a = ae Oi — ——— ame ipa — ) — i - a et p tine “ 7 Ae ———— } $ ee o “* = hc ? ree : a ; 5 & — z == { , Sr ae es =—_——= | = | | — 3 7 ) ny ° = ca —~ (bs ii = em = =, 3 : —— ae =|= | . _ a = i r f yams | a4 PP 3 | ia TTT P fa) QP =| | unt ak Los gg gatas? i q yi am ~ i | ; Es . = = | =. a Sj : : ee a een See re = *. oS mecuiebal ; . It se vn mae * SLVR ANS Fd : iY Ps ‘ : : : j || : : o x R ay. eee A oF Ae DoS) :. SED ae = A ~ Soh PC De SO WA SE Ree Ra = P15 on oe. mo SOS Ne a jae. . hf PO aS AON tia, ron || Leg an RAN BA ag OS 9s 19. Sho Ashlin ee : ase eae gta aes _ wee Manager's office and living quarters Entrance gate SOUTH ELEVATION Entrance gate Wood or vinyl siding Entrance gate Concrete NORTH ELEVATION Asphalt composition shingles ~ 3 Building iden. sign STORAGE for CONWILL INC. HIS LAWD| SEDI ei} ST OPK || { " | | 3 | : * | HH anes 7 ~= =o. ; 7 ; é “4 eth ai Stlee ” a ts a : | — | oo | | << \ Ht 2 pes . : : Scale : Ve z!!—9o | | =| | Metal roll up doors Va < | - ET 0 = ce <2 i Drawn : BR& 7 ||| ie eee ig a eae Se SSO Hee st ER ee as = Se 4 2 Seve 7 | see ee i | a ~ —— Ronee carr ae ona e wg W y ————Sy | un TAD] WN l HIM | | een EA LETT a Ee ee FUT TTAUTTUNTTTNTVOTOMTNTT NTO TT MTT OTTO TTT NUTT VN TTT FVIII IUQMNUTUNTOUUTUTT OUT OOOOOOOTITITTTTTATATTOTT TTT TMT = SS = - Sit aiseshipeinsines coccconsered mee = Ht . Job # :B@- OS al eens Sen = = = 7 — ————— ee Se ee —— = == ~ es = | A ee | Be | | tH Revisions : K 4 i ; = =4 =k “a opener on wt SaaS ae a Ya : : = — ; 0 wv | @ || = f= | = : : = | | s | = 7 = | = 7 i | —=$=> 5 =} | = : tH — st —— 1} 7 Maa TEAR Samora Seen eat) ul ‘ || = — = = °° | => x = iN = ——J_ OS H ai K anaes 1} 1} : —— ia a esa 1 I] -— 1 hy —— NS LAT = : = = | i 4 rH aa Ey = Rai Wil ve —— — oe = a Ls : li] z ry. YY seaiuamammeaie ae ~ —— = | 2 = 4 —— HHI z 2, \ 2 i} 4 pears os APR 10 1986 ‘A Oe @? gs ‘aie “Poe oe | Uy Concrete EAST ELEVATION ; 7 BUILDING/ZONING DEPT BRUNING 44-132 5’ Landscape buffer New fire hydrant NEW 2 STORY STORAGE PHASE 3 Existing fe nce a N O° 49) 47° Ww 400.08’ yy NS 4 z NEW 2 STORY STORAGE ' oes goes PHASE 2 Courtyard NEW 2 STORY STORAGE Courtyard NEW 1 STORY STORAGE =e Existing gate for emergency vehicles only 1 | hal SIE TRY b LAUR ~ Courtyard Z f : =e — == (We ae aes a a toe iced 2 | 2 ~ & 5 6 RS A V Waa anon A i NZL Ly 5G 20th oy : 10’ Landscape buffer 5 OE Bldg iden sign oF da w | S _5"|Landscape buffer & LANDSCAPING PLAN \_/ PLANT KEY FHeDODENDKON HYBRID VARIETY LUE PIAMOND' RHODODENDRON RHOVOVENPEON HYREID VARIETY COTTON CANDY! RHODODENDRON B)ZHOPOPENVTEON HYREID VARIETY w AEA VONDSE QUOI PEN FISON pre KHOVOVENVTZON JAPONICUM JAPANESE AZALEMm 5 Knee VENDEON| HELEN CLUsoe' AZALEA eC RHODOPBNUVRON KUKUME Hemi HING -—RiMevN SZ ARLBA VIRISURNUM Dev ipi) U PRM IP ViRRmUR NUM THUS DOCIPENT ALIS 'PYRAM/IDALIS! 8 PY RAMI 8 ARMOR VITAE 9 RMETULA FPENDULA 7 BURCFMEAN WHITE ike ( JUNIMEGe IS c<OoONr See T& HEPEE& HELIX |‘ MALTIcA! | Sra l PALT ICO ivy S'+-o' Ge. @ CoRNUGS FLORIDA |RUmeA! FINK FLOWERING Deceyyouvd OOOSHOOOOHOG “ORGS Ot Cy Gul) O WHERE bp = is! ms \ co" VHeese ‘mo’ =z24! & >= 20.8" WHEem@se ‘po’ = 3c! A= B3a,0" GRPUN? OVA SLENT ING NG ScA\ LL. Existing fire hydrant PHASE 1 : > oars pur 7 eS Ono ; (% Bp © Id EXISTING SHED ROOF NE 4th STREET a, vA SS _— —, Existing 5’ cone walk yi ule aged se ae ie age bo >. ae 515 MANAGERS QUARTERS| and OFFICE ee Landscape buffer Fn ORBEA exerniel Sou" ay TI A Sele Rex soi cove: ADO wS UTIL ROOT ZONE pS . We oo COO}. om To recorer. PRAMS BARK MULCH, 2' Mm. Der TH HHH. IEMOVE Iz IONE “TO epost apcarmes ft ~~ ‘ $ s ‘ © t + } ® J € ; ’ EXeonna Boi CONE OF TOreOL Mix ted LING HOU WITH Go" oF sOo% : a en MIXKBO wrt BGOm =< Ca, ADP al ope B ; Oo ey i B+ TREE ano TAKING DET ) agua SCALE EXISTING CONCRETE BLOCK BUILDING NOTES : |. IMM Tet TOPS FIR SOCKET PLANTING OF Ril TKEBS AND SCHRUMRS TO HE XR FIVE-Whe7 WIIK OF PAL, ORNT, PERT, MANUCE ¢ GOV UET, PREMIX PIG 17 PeLVEEY © SITE. : ZL DHE AND GROUNY WYER PANTING BEY 17 ZECBIVE REPLICATION CH DPRKK MULeH oe 'Geoce’ z' MINIMUM PEMPTH. IF ROARK USe BiTHEee Fie OZ Hemet PARK, MEDIUM GRIND, | SO, CONTRACTION ALL PEOVIVE & FULL CerLceMeNT GUN ANTEE Of DLL PLANT MATEZIDL THizoldrH AN ENTIRE GEOAVING SECON PLUS he SPeING OF THE SUPZERUENT Yea, | 4. OWZOUND GNERS WH Oe ERNE HEOUSHCUT CelS SUOWN. UE US APR 10 1986 10717 N.E. 4th St. Suite 1 r Bellevue, Washington 98004 (206) 462 °1277 Architecture @ Design ¢ Planning Member of the American Institute of Architects LANDSCAPE PLAN HIGHLAND SELF-SERVICE STORAGE for CONWILL INC. Date PISNS8e Scale AAS SHOWN Drawn :ifbkh4 Job # 26-03 _ Revisions : C0-030 -86 BRUNING 44-132 Sia ah. Get 10’ Landscape Dut Bidg. iden. sign _ EXISTING SHE! Greenwood Cemet Existing 5" MANAGERS QUA and OFFICE ~ , LOT SIZE: LOT COVERAGE ALLOWED: 65% ACTUAL: 54% PARKING REQUIRED: (1 space ACTUAL: BUILDING AREA: PHASE 1 PHASE 2 PHASE 3 TOTAL: / 2000 sq. ft. net) 80032 sq. ft. 52020 sq. ft. 43041 sq. ft. 26 33 15200 sq. ft. 28186 sq. ft. 21600 sq. ft- 64986 gross sq. ft. Legal description The south 400 feet of the east 200 feet of the : following described property: the southwest quarter of the southwest quarter of the southeast quarter of section 9, township 23 north, range 5 east, W.M., in King County, Wa. except the east one acre, ané except the south 30 feet for road ——repvive Hie foe ——— 214! adiv, "ae APE FAN DARI, eee Pace eery — CONSTRUCTION TYPE: V 1 hour (fully sprinkled) OCCUPANCY: B2 WHS.-STORAGE R3 MANAGER'S RESIDENCE and OFFICE. ZONING: B1 Existing utility pole _to be removed. i - { 4, t St ne ee eee y, - ui g\* S/< o gis £ é New fire hydrant —— Existing fence } Existing fence to be removed 4 -}| oO N @ 13’ 17° W ; a 400.08' ) Se D | my nce — : eS, erase a “~ : x a on =e - ean cane ce . aa’ ma 7 . Coane } (an ae Cease cu ee umpster ee , ai “location — | : Es oe she | Xe Xe sacral — Ion / : wot 19 4 1,8. 6 5 i { 4 2% 2 \ | he - \ xZd ‘ CTR) a “aR Es B1 Zoning / 2. 7 coat? 4 | CP q! zo" 3 Pay * Light standard typical eer baa ; C - ves a cB Courty: rd oO fara Sour ard Lm + ee honah: - . mig ©. f Hi be LU LU ; oO ' S a 5" Landscape buffer ~” leas Ss > % 3 oN ui : a ° ; 2% 1D 1+ ee S ¢ \ Cost ert oy gis eae 27 clt@ ¢ IPN Ag : oe Removal roof section Bees Orer'| for repair of utilities | Bd ie & 1c Existing shed to be removed ty os A i cm > 2 re : oe wat Es f é a *; - OX fo s : = ° | , 4at . hy se : \ a8 Te Sw ween Existing planter for multi-family units ui [Seas a paren aes = —- o 5 fo SREX sting gate for|emerg ney| vehicles on y : z \ N s 2 NN | & | 3 € | ad ie Existing fire hydrant 2 5 o <— : ak Utility and emergency vehicle easement -5’ Landscape buffer Bi Zoning +—_—__— 8’ Landscape buffer is ~_ ee Cedar Park Apartments Scate: 1° : 20°-0"' EXISTING CONCRETE BLOCK BLDG. RTERS 10717 N.E. 4th St. Suite 1 Bellevue, Washington 98004 (206) 462 ©1277 Architecture ¢ Design ¢ Planning Member of the American Institute of Architects SITE PLAN HIGHLAND SELF-SERVICE STORAGE for CONNWILL INC pate 3! 31[3G Scale _AX> SHOWN Drawn : BEM Job # :80-O% Revisions :