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HomeMy WebLinkAboutLUA02-006- large format — _ % Es + - 3 F = , | 68 3 —_—o— neen— — _ a — ; — a Sa | — os is = OE ALLOWED HT, OF Pt a a ae ain Poor + a : ae ‘ “ E Sx ‘: : Ss . iT | <n ' ¢ By) an ii -) ly | fl 4+] | Aree ned 4 Aewe ae eee Ti ~ 3 ~ —— aa i an a - + EL, 47-0 | “9 EL, 440" a3 i \ —! = ' I, Ne} 9 “OT | |, . =o] ® oO] i. PATE — _ OO |. ‘ RATE Bb 3a-0 =] fe, 34+0" eR sk ee et sad al Wi | — — Pe: ; 7 ego Se — 4 9 _ ae) ace sila aelamn saith a - a o _— <n em eae | < oT = 2 ie 2 had a | Heh. | gull Fe ipo || “S an _9 “| f | : S ee camila | r ® _ + ie | il 7, —FEOOND © N 3 cor name TEL, 2ato" & “Ol Pevateol i i rt N ay “9 x : = —t —t S ; r ; 23 aye ae Se my big ~ ae) -—=—Ts e so —_ aa | : sided arenes teneiemen —— ap — — — — } ae cy es anne = ELL I5- 48 8<5 T i : 7 . | | cs ze METOL TRELLIS w/ / | a a fg \ UNDULATNG PaNneL/ | ra CEM = ee = _ oe’ 222 wa nn a f OG oh \ EXISTING @ FINISH GRADE: ef £238 PNA? ' Ape _\oT, OF FOOTING — out IVI West Elevation SCALE ies To So _ bis ~~ = | | [pate oat om ome tl ioe es a pa Me Pees wee ne cal Gy ee et eae?” “2 | SBCOnD ey “eeu == Ont < as as geass a | | FIRST \-exigtnle ¢ FINISH GRADE. “South ( Marion St.) Elevation scace Vp"=1to SOUTH RIDGE —'\ 12 FIRST — ee ee IN FRONT <a ee bo 4s 4 —_ — i } a t 1 I » 4 ++] tt ! : IN | t Pi 8 barf ales B —). ze +] ‘ NYY } J z | ghe. : i AI TIT] __¢ ee oo. , on = ‘ Wee Ve" valent] = IFO FRAME... " "\VROUGHT Ron Pickers : a aaa, 4 Eel: bi 1e 4 DUMPSTER Screen DETAIL Seare Vals ito™ : seve screen MICROFILMED CH E R S U E R A ® Pm ST A G E | w JO O s Ut Th 27 WN RS I An _ wa n t s . 3 } i 2004 Cu-0A-00b TH E CO M P L E T E LI N E / 17 4 5 0 3 —T . a —— - + a a can é Sst ah - <—- Ex. CON, CONN: © CONTRACTOR. Th VERIEY (ASSUMED. Locamian) _ ~ romeeoe one ; an PS, Note KEEP FooTiNe DRAIN: SEPARATE FROM DOVNGPOUT DRAIN Bg, \ NEW 2" NG D.S, DOMESTIC WATER SERVICE (1 ; | oe SF _ 3 —Vreme, SILT FENCE EX, CONC, SIDEWALK ay 5 De, : i coal * ° a | “FTe, ~ : a 7 - . Baa bende | NEW 24'cure “existing CURB & GUTTER 7 New G!pve conn, | yey 145 = To STORM ZewerR — 4 | | 3: bw, £ . | ol N. Marion St. — EK, O WM i | : EK TORM CEWER 7. “i - ie = ‘tee ano -4% ORM AWWER i ey EX CB laa 7 _TRANEEDRMER 710 Lot Area = 80 X 126.82 = 10,145 SF Fireflow Requirement - : . (3) Hydrants @ 1000 GPM Required Proposed Impervious Surface Hydrants Provided Area % Lot (1) Existing #84, 116’ from site (lin Marion) 7605 75.0 (2) Existing #323, 226’ from site (In Houser) pes bi (3) New Hydranta146' from site (In Houser) 9322 91.9% : Construction Sequence 1. Demi@siish existing residence. lous: ‘Surface Subject to 2. Install silt fence along southerly property lines per plans. 3. Construct and pour footings. . : Area 4. Install footing, roof, and interior floor drains. ‘ 5. Connect catch basin with oil separator to sanitary sewer New Driveway 1535 6 p lab New U-1 Parkin Garage 729 oeea on grade. ‘ New S-3 Storage\Building 2735 . Construct walls and roof o structure. 8. Install catch basin and pump at driveway, connect to Total 4999 seas a , | existing catch basin in Marion. 9. Connect roof downspouts to roof drains, connect rgg and footing drains to catch*basin. Activate pump. ~ £ 14@' Feo /7 Existing Impervious Surface — Building Construction 4 weer Area % Lot Floor Area “Existing House 1074 10.5 S-2 Storage 9385 SF ' Existing Garage 379 6) 7 U-1 Garage - 799SFO Existing Asphalt 264 2.6 Fireflow Requirements 2750 GPM Existing Concrete Walk 444 44 7 Existing Total 2154 © 21.2% : Hydrant Requirement Utility/ Drainage Ple SCALE I" Zo-0 New HypRANT ATE ae” ol > . a a & — + - Paccar Kenworth Truck Plant / Site IbSZ N. MARION ST, | TH | PROFESSIONAL OFFILE : N 4th St 0 Of} 9 O] 442 1 d44 | neler} Joell nS} ;Reo) | cre Ra t O} jo rc , PRECERVANIYE PAINT o A . ze - ‘e USED CAR SALES : 7 . s ora) repse’ ~% WN Marion St. PRATT PLECTRIC GUPPLY - o ra CSRS pre AUTO MACHINE \le Hl | i Of Js ROPERT'S APPLIANCE O 0D rat O “/ of. JULIAN ELECTRIC. Moraes . dq} jo - he : PURCER KINA Eyjo my2z joo ‘Jagnogoo APE WNET Use cars <8 s&s _., \._, N3&rdst waht sect | , / a3 BS to] 44 He Joooo ot : Sez N Cis il . Ho. Al rene ar ~ iis / g S26 z IN O oO ct = - ° re -}-- TOVGEINUT shor / = =z g oyale || age Re o YL feenie Seon ome a an zs ae , tf at se | ~ FRECIAON AUTO TUNE ees ge 220 Tele a Sk gos o | ‘a . £,_Brooks — PAWN STORE o 22 EF g NI a MOTEL . Na AP |p unt) um eee ejibat a HIF ~~ . q ee Haie/NaiLe . Rs|iRs | | Re||Ré —_ -1e N 2nd St / rE R10} |R10}/R10 | ~~ GOLDEN PALACE r= / Le) / ¥ 1 / ¢ " 2 ; a YY pronson | , 3 Vicinity Plan : Scale = td Key | - INGLE FAMILY REsIDENCE, UNLEgs HoTED OTHERWISE X MULTI-FAMILY UNIT w/ NUMBER oF UNITS - i FILTER FABRIC MATERIAL , MIRAE! (|QOx OF EQUAL a/p''- 3/4" Wasted GRAVEL UNDISTURBED GROUND BURY FILTER PapRic ee a U4 STAPLES OR WiRE 2'%2" 14 GA, WELDED “| bol nick, 46" Quakey pas RINGS TO ATTACH WIRE FABRIC OR FABRIC TO WIRE EQUAL a cise Rae | ey we 3 i cr etd yissor sf fips z — & . 2 ih ¥ 6 a 4 is] is | [ mmr al —— ¥ I - Secs Sh . | 2\3 | fh PTT] qn waft TK rt So) fas. oR AR) ELE Foren nTeTT Ht. 86 6& , ria Sy ae vant F || oe le F ~ ad, &%* a Nw ote LOOP. <8 ah be Wy" a ’ oy e 5% “> 5 bi ¥ ¢ et S peal 7 hs ae ea ‘sl i a BD E: | STEEL FENCE Posts | i ‘ +) be _NOTES+ 7 40" : = yk TL CONTRACTOR 19 RESPONSIBLE FoR VIAINTAINING ee . = AND CLEANING THE APPROACH REGULARLY, ELEVATION Z, |F (RECTED BY THE INSPECTOR, ADDITIONAL RUARRY EPALLS MUST BE ADDED. : D, THE TEMPORARY CONSTRUCTION APPROACH MUST RE LOATED AT THE PERMANENT CURB CUT LocaTiON. ex & rome: Construction Approach vy Silt Fence Detail _ IN & GRAVEL- FILLES “RENCH CI V oe ON 7T CA L A , LE Z Oi TH E CO M P L E T E LI N E / 17 4 5 0 3 Hs _—" _ I ny ; - __ 9 ‘Project Data - : : | + a Alley od. a | a . cb | | z @ Property Address: 1532 North Marion Street {jhe — NC, RAVEMENRT . <2 | w 3 & Renton, WA na 190-6 ‘ ui waz & Wy : . | a a6 3 . | tt _ | | pe | APN: 135230-1285-00 62-2 b's 10" Vil I | a as Z4%- | me) 4 _ Owner: Dr. Paul & Desnee Joos = di. 13510 SE 50" BS) _& Bellevue, WA 98006 = 9 (425) 643-8218 4 ‘Architect: Roger H. Newell, AIA | 5 i 60.0 ; N e| 1102 19" Avenue East : a r . <p | i Seattle, WA 98112 A) | : . . N | | (206) 322-1192 f | ee eet a= 4 | | od (206) 322-5161 FAX + : | | a ENED ) . , | = . . x —h Sails Engineer: rt ll Inc. A <{—-- ex emilee CARAGE ; a a) © Suite 16 | TO Be REMOVE? = = ! Bellevue, WA 98005 x | ( PARAPET (425) 747-5618 . Xs - PAR : (425) 747-8561 FAX x fan =i | ; “+g T Surveyor: Bennett P. S&E, Inc. mS etry . o ig d EXETING Seapee Engineers : CEPAR “KEE TO Ox 4 ¥ = { pag - Puyallup, WA 98371 . i BE REMOVED (253) 845-8833 S (253) 841-1734 FAX \ 4 Cd , [HVAC UNIT Zoning Code p / | 9 , WN & 7 | | Z Zone: Commercial Arterial (CA) Ss ' ak | z 2) F : NL ed sist lo < h. é ‘a Lot Area: | 80 X 126.82 = 10,145 SF . Sevialtioedssl i é aa = 1 ‘ 2 :12| Vari2 / =6 ~ i Fe Proposed Use: Self Service Storage ’ J of 7 ES NK wo = Ra 4 Required Provided — 4 a & = Height, 50’ (1 Story) 260" (I Story + MEZZ.) ee Is Lot Coverage: 75% 7605 SF CX nN (w/ interior parking) le * is) RN - Set Backs: = » ip wn : Front: 10’ (S.) 10’-0” (S.) a ; = Side: 0 (E. &W,) 0'-6" (E.) ™ = & Mi _k 1’-0” (W.) = AY) : —— eh 1 red Rear: Or (N.) 0'0” (N.) _ w. 24 N 24212 RY | Landscape 40’ 10’ RY a . = . Front Yard (720 SF) Zz NY <3 aio Impervious Surface. = 92% (9322 SF) : K N EW Sete arcane Sropaee E, <r bas Parking, No. 1:3500 SF 3 Total x AY RIDGE "EL 4,0 a x4 Parking Stall Size: . 8X20 9 X 20 Xt) Ge oS eas Parking Van Stall fA) (1) NER PATE EL, %4.0 f (8 &<5 Curb Cut _ 30" Max 24'-0” : NIN £ __MEZZ, EL ZO — | | a Es : iM FIRST EL, 15,0 I~ z ae rs N z 4 § s a3) wy bi N | S _ ce ss4 - S\N HVAC UNIT rt alla ef £28 Buildin Data . ) / wie g . e] 5 ‘ — oy LN) ba “Building Code: 41997 UBC » + i sk roi lilt al | Type of Construction: © V—1 Hour : : | aa FVesi2 Occupancy: S-2 Storage a ae sonal . U-1 Parking to + + = snap Area Calculations: ‘ ++ | wp » _§-2 Storage U-1 Parking Sub-Total is First 6876 729 7605 | | , MEZZANINE 2609 | . 2504 - | | ; Total 4305 729 10,114 . ia L | | Sprinklers: No ee : x | ‘ Standpipes: No , * s 5 inti : _ | | PARAPET “9 ® Legal Description * Pt To ; Lot 25, and 26, block 12, car works addition to Renton, a | \ According to the Plat thereof, recorded in Volume 15 of = a —-— At 4 _* \ 21+" Plats, Page 47, King County, Washington v << EXISTING HOUSE Poo ue N mo Wi e& REMOVED ; “ ¢ Index to Drawings Be Meee ews “apelin a - At Site Plan/ Landscaping Plan/ Notes ie | i A2 Firs’ M@ZZ, Floor Plan L: A3 N, S, E, W Elevations ; : ‘ a | A4 Vicinity Plan/ Utility- Drainage Plan and Details wey 2 an — i) i bin + ¥ 7 CB, = ee Ta DRAIN S MIN, Yee KI am _ CxB, CONNECT TO MW. STORM PER UTILITY i a, 2s . "5 = PLAN, Ad } + pond : PROP, LINE wd " 9) he, K “8 Key ~~ ; SSKE, TYP. com . Q CLEMATIS MACROPETALA =| GAL, OH @ 10.0, ‘5 | "DOWNY CLEMATIO" => TRAIN ON WIRE TRELLIC) w4———_—— | be « HYPERICUM caLYcINUM 4! pots @ 2! Oe ~~ | 7 , ; mii Alle: er! ees S ; hoe [el CER TREES TO. VY, T | S : i ae Sas a Viniodd MINOR 4 Fo Z a t i ’ BE rerioee 7, wg ten PERIWINKLE [bode Bi @ Ao» SB lik | TT ls I; yy wy VAC a oo 7 | Qe =| (¢ Yo Jee Viz e | CURBOJT TO YX _» Wy at ninenanl 7 S 4 ie J PAMBUEA Muvri PLEX | GAL, PoT? C2 Oe, ota a pA GOLDEN GorpEee, NEV 240" curBoIT Exigt'@. CONC, CURB d GuyrER : BAMBOO A : rou Ion is ai 43/0 I1'-4 : In-4 Po! ae ; ACH ME 18/6 MICROFILMED : 4 N. Marion otreet c , € N a Site Plan [Landscaping Plar. 11! CU-0A-006 fi t CO M P L E T E LI N E / 17 4 5 0 3 be - 4 " 10'o" og" aaa" , Bet 25-4" He — _ | | 9 / © | q | - (Zoo oF a: | ; a " 7 | : | i © | N i \ / ' / : \ a - ee rp zeorR o12" “9 . i _) . l|AqTe@ 10 iN CC PARTITION WALL i ‘V2 > HantDpaL ~ BELOW # UP Be" sO" BOTH GDES OPEN To. BELOV \ K— Rai. uraz" STORAGE . MEZZANINE = 2504 oF i | \ (1006 ¢F x 0.33 = 2504) A | FE, ELEY, = 27 4) , : | Z - S / i FS i \ BS) | ; [ é lf 6 we | ~-—— a = 7 ‘= SIC LT EEE LE SO TN CL =o ————— ESE WADIA SEIS he a gee a ae FOF BELAY 2 ~~ N Meas . ’ | | ™a" I1-4" Ing" | 94-9 24 'a!' \ mT) 10-6 4 ~\ Mezzanine Plan Wicu Vo'2 1-0 — i | IG AL L E Y | Zh-lo' oo, noe! EXISTING CONG, Vere 7 i dq gl - : a\- 4 : a'- 11 ; Slo" | ZZ. 24 + 0 ' BA C K - U P ? al - 4! ~~ _STORO6CE - [ST FlaoR = 6O7%G SF FF, ELEW, = eam _ DUMPSTER GATE SCREEN [<< 24° x 9% cH Garage! le % { 4. \ araeat WALL 7) / = hie" HANERAIL UR ae't ae" TT SIDES lo g ! jo " le -t o ! ETA PARD ae 8'kZ0 / 7 . 8 4 8 et VEHICLE TRAFFIC =\ 1500 SFE (2125 oF MAK. INSIDE w BiLane) Seat S < _8 S | | x == phe-HouR WaLL w/ MIETAL SIDING om us (CONCRETE i MAgOIRY UNITS) | | | 10% 4° OF Oorpce : _4 4 ZI - : i ; = —-f_@ fof | ey ee Mee as ec wi > QhE-HouR WALL w/ ) = tT METAL SIAN@ = , Ou , METAL TRELLIS ABOVE, TYP, fsa | : | ot i r pi a: af —_— -———- ree el cep caemewanel RIM 4.5 as | a cy wie lh an! ll c = 2, fT ; x Noes ¥ge 12: ena aes me! 7 | (xB CONNEOT ‘TO Heboll STORM PER UTILITY PLAN, Aq ——a 3 t lenox fe eee 3 of We To ot ot = ! ies Sei ein lee eset “8 ; = a Py ees ~ Kod \ | a _? i | | | i N) | | Li | “9 i, i WALK, EXiGT e | % } ee hi = . ) — mare) — |¥o EXISTING | =, a CURBCUT To at a / he | | ee Remover Qd |. e ‘ : AN vA s \ nN A < ( 00 New alo" clpecut 44-0 iki CURE g GUTTER, | i"<4 Exiorle [ Inbg u low tt \ First Floor Plan N. Marion Street fe Pm Ve" 2 Lo" ~ LIGHTING KEY 10) WALL Stance 4p LANDECa PE LIGHTS i\ h\CROFILMED qk |- 2 2 0 2 a uw 3S ¥ me << ow ga x (a) [o) [S) [Zz eb (| iS Re (wa WY YY \ SY IN} A __ A. <3 CHS <2 BOR Ss gw oO FZ (es) oWO Oo o Ee N VLG iar rz uu a Zw a Wet ru 2Zur ce 222 5 Bak Og 2 cet Ene N N eo - 17 4 5 0 3 TH E CO M P L E T E LI N E / 2004 Ayw-o2- 006 +2 - 0 2 ? [a) ] ul z ¥ <2 & a a Oo | | * | | so | nn ie = | : | —— ~~ oe Sie ele oo” an —— Fo / AoweD HT, oF ANY ow x +! . te —— i ee a u E Sx = $s F : | <n : We! 4 ae ay f RIPE } | | EL, 4750" lo | 5 , <= eurreR - - =r | y bo — PLATE 7 | ~ ~ ced Tat {2 ! | Tess iz | | fod A : oo rT] re i ye | vane a ! | | i i _? TIN . | Pp, S 4 Ps: mn / BrP, | | | | 7 | ® | —e a. , : / | es ie fee | A mE MEZZANInle N — = | | a Ss P os MEZZANINE ry {1 nuda Ts "TT | TeL, 2ato! ™ in aaa naa Ti Ty G: PwLeru % a tc - a f : a ee a? iS) ig ————} = * | . Aas = : —— | = “9 8 bid 7 or : = | —e —t fo | tit w N ; | = v a diy. } oa = <3 s&s : ance . | caer < hooecceanmennr id \ od, / —————— ————— “ © i & a aa ara Rane RRR ETIRREE EE | Firgr ery \ en : FIRST N QW ooh , POA ADGGEEE TTL _ - ER EORETS JT” dd Poh Wt CELE - - = ons " ’ / 1 il y - boy! > : = an TAB ! 4 a —— a a a a ea aa ES i = METAL RELIG wl) a a ag “UNDULATNG PANEL / | zB 32yj | . ie 22 +—+ / 95 884 \ BRSTING @ FINIGH GRADE: 2S neat KOT, OF FOOTING West Elevation 2 | we South ( Marion St.) Elevation | iu SCALE "= \-o Scale V, g"=1-o | Fr | —— 18 2 2 a | = eel ey ee Rivet | —_, sy | / t C+ | Ride “t | ee Oe 2 titre —— on ORR an t ; + — a — ——s ———— = Fd iL il { at L . 9 ps 0 PLATE : _.. GUTTER & ; i METAL PANEL SDN aaa) “st. a, % \ Jf, “t : [ / , = —} MEZZANINE ( | = | MezzANNe Tan" wT TTT ] MTT TTT TLL) ~ COUT TTT _ SS ee ee ee ey ane a eT ate ie amanda 7a por | Oo j ay > = ———— SF z | seme oe Sl Seve eines oe : Saal . ; “<4 ee SESH: “|e | Se | : {| bo p46] R= : . 5 : / [ices Da anes amine ial. ia DIMPSER — = 4 i = ee = : . : ot /' —— INU Gare | S == \ % j ———— ; TE AT ANTE SD aan , = - : ; : ; it nian Lo ECREEN = = \ ee —= — = : A | Hl see DETAIL. ina ann a" MSR SEAUHIRECER ~ SUERALEUASTANUATOAINAWRTOTONERI' . | . : tr caaiananiinl PELOW FIRST — — — — ~~ : _ Lif ia at __ | 4 - e wn \. U Feoace iN \-exietNoe ¢ FINISH eRAPE . , 7 Auta SCREEN FRONT. OF ‘ ‘ : IN FRONT oF DUMPSTER AUMPSTER ; Lal . Pa lL —\8OT OF FOOTING | | , | at 7 | < & BRICK FACADE | a 7 lo ! “North Elevation a East Elevation | oN ScoLe Vo" \t MI C R O F I L M E D 7 fon, i \ Ton ee ie" WROUGHT \ | £ 3 IRON FRAME "x |" WROUGHT IRON PiCKETS 3 ta t . “0 - @ 4"Qb, Dumpster Screen Petait E2004 SCALE Vg": l-o" TH E CO M P L E T E LI N E / 17 4 5 0 3 pa t e |- 2 - 0 2 $ y ae ] SAN vT . | Ex. SON, CONN) = CONTRACTOR To VEZIEY (ASSUMED Locanion) H “ i = An} v4 WARREN - | ~ PROIOSED BLILDANG ara 13.0 NILPRAIN: SEPARATE FROM IVDOVN SPOUT DRAIN { ‘ \ \ Notes KEEP FooTiNo N\ QQ) ps: DS, “paeIN Vasi2 C > Pm 5 ° rake a . § \ as \ ‘ : “ww > (A - Teeele © cvcecece eobe posceececa ae | \4/ ‘ x, ‘ | LA : fi I =——T nme i | ee sy Teme, SILT PENCE BR. CONC SIDEWaL BE pip ee ee NEW 24| cue \exiestiNe CURB & @TTER NEW GPE CONN, y ae To STORM SEWER EK 6 Wire - & 4- 2 EK STORM SEWER ____N. Marion St. ; | EX, O!W.M “EX. @TORM ZEAVER 7 Pew /@) OT BANEFORMERS — NEXGTING GUIRB pe w/0)) Lot Area = 80 X 126.82 = 10,145 SF Existing Impervious Surface Are i Area % Lot “Existing House 1074 10.5 Existing Garage 315 uf Existing Asphalt 264 2.6 Existing Concrete Walk 441 4.4 Existing Total 2154 21.2% Proposed Impervious Surface a % Lot ew Building 7605 75.0 Driveway 1539 15.1 New Walkway 182 1.8 9322 91.9% Proposed Total ious Surface Subject to — Impe Vehicle Traffic : Area New Driveway 1535 New U-1 Parking Garage 729 New S-3 Storage Building 2735 4999 Total Fireflow Requirement . Building Construction . V-1 Hour_ - New HypRANr Floor Area AT ee S-2 Storage 9385 SF mt U-1 Garage 7 729SFO7 Fireflow Requirements 2750 GPM Hydrant Requirement (3) Hydrants @ 1000 GPM Required Hydrants Provided (1) Existing #84, 116’ from site (In Marion) (2) Existing #323, 226’ from site (In Houser) (3) New Hydrant,146’ from site (In Houser) Construction Sequence Dernétish existing residence. install silt fence along southerly property lines per plans. , /* Construct and pour footings. Install footing, roof, and interior floor drains. Connect catch basin with oil separator to sanitary sewer Pour slab on grade. Construct walls and roof of structure. Install catch basin and pump at driveway, connect to existing catch basin in Marion. Connect roof downspouts to roof drains, connect r and footing drains to catch*basin. Activate pump. ON O A R W N > ed NP i ett ©) ty/ Drainage PI key | _ ZINOLE FAMILY RESIDENCE, UNLEge, HOTED OTHERWISE [e—-X MULTI-FAMILY UNIT w/ NUMBER oF UNITS _ FILTER FABRIC MATERIAL , } MIRAE (20x OR ERUAL > ee . = KL ; UE STAPLES OR WIRE 2''x2" 14 GA, WELDED > aL Pp el mick, 4-6" QUARRY spats _BIN@S TO ATTACH WIRE FABRIC OR He = x FABRIC “O WIRE : EQUAL = i " io ry (iss 2 bee TH, i r) Na chad ea So ETS | Nigra: : eS eres: nlp'-/4" Wasste0 Rid & @ogp 4 wae AER fet. ~ BRAVEL © 1 ess] he eng il Hi} 5 “pete Ve UM ay HEE r UNDISTURBED ROUND ~ oo te rte, ov. a8, » &%° Othe wad - Sq be By *sal ago» S _ * re 3 WSSsh — 45 ee . in S) “~w : i py. 7 is CSS ® ao mS it BURY FILTER FABRIC a ./ 7 _IN & GRAVEL- FILLED oe] | ; | STEEL FENCE Poets | ZEN fi fest ’ | | NOTES —£ @ Lo"oic. TYP. 4 ‘2, awe |, CONTRACTOR 1% RESPONSIBLE FOR PIAINTAINING arin ae hdl . > = AND CLEANING “HE APPROACH RESULARLY, _ ELEVATION ox Z, IF ARECTED BY THE INGPECIOR, ADDITIONAL ~~ “ Tr -Paccar Kenworth Truck Plant 1622 <N. MARION st, WH orecsinan cence N 4th St [TRANSIT LoT [ ~\ SEATTLE. OPERA WAREHoUCE 0 OOO) 442 b/d ap4 orre mele} (ellie RE|R8o) =| oRS| (R&I iu oO ot a PPECERVANIVE. PAINT = A S oOo 7 UED CAR SALES q a Oo . = Aus 4 PLATT ELECTRIC: GUPPLY “me re vee H = : tale PACIFIC AUTO MACHINE 2 = a of JACK ROPERT'S APPLIANCE ia 0 a JULIAN ELECTRIC, MOTORS u al PURGER KINA mio ele [ool y4 jag ooo y ee ae , \ . NdsrdSt + i / <E bag | Ho] +4 Fle eee Weealgill Wet 2 885 zi [Kaleo || oF / OS 2 al : ne ; US STOP “5 be ba =e | = Ht = FRECI“ON auto TUNE J 5 227 ad Of Cos 3 | i = S — PAWN Some = =e a oO O NY Bie MOTEL _ ~ Hair | NaiLe R8|IRS Re| [Rs a aot : | N 2nd St ie - R10} |R10//R10 on) J g Hm oe : r ~ VY Bronson | 2 Vicinity Plan - SCALE "2 2e00' . RUBRRY GALLS MUST BE ADDED. S, THE TEMPORARY CONSTRUCTION APPROACH MUST RE LXATED AT THE PERMANENT CURB CUT LOCATION. . . KALOCROAE Re fang 2 eal MED ERR Ps ed ae _#@\Temp. Construction Approach =§—-—s >) Silt Fence Detail _ \4) "2 toto" ease. oa \4/ Hts a | " TH E CO M P L E T E LI N E / 17 4 5 0 3 20 8 2 0 3 0 2 9 0 0 0 3 4 PA G E 00 1 OF 00 1 CO N F O R M E D CO P Y 03 / 0 2 / 2 0 0 0 14 : 2 0 KI N G CO U N T Y , WA 54 . 0 0 SU R V E Y BE N N E T T 17 2 9 3 0 i2 ° 0 2 " W 65 9 . 9 4 ° ( R } 66 0 ° ( P ) GA R D E N AV E N U E NO R T H N 00 ° NW SITUATED 1-3 Fe oe BRASSIE N OO°12°02°V 2.77’ aN 09° 19°45°E of th 1/4 281.94". NW NORTH 4th STREET ( GRAHAM STREET ) N 69°19°45°E 261.99" 1/4 SECTION IN THE CITY OF RENTON, : “TACK IN LEAD IN “RING* AS PER RECORD OF SURVEY AFN. 8508139005. FOUND CASED BRASSIE 1-31-2000 &, 89°18 °46°E Mas PER RECORD OF SURVEY . AFN. 8508139005. LEGEND e SET No.4 REBAR W/CAP L.S. No. 12870/30606 LEGAL DESCRIPTION CENTERLINE NORTH 4th STREET ( N 89°19°45°E ) AS PER RECORD OF SURVEY AS RECORDED UNDER AFN. 8508139005. RECORDS OF KING COUNTY. WASHINGTON. @ FOUND MONUMENT- AS DESCRIBED x FOUND P.K. NAIL (Cc) CALCULATED (M) MEASURED (P) PLAT (R) RECORD. AS PER R.O.S. AFN.8508139005 fo] : 0 | EQUIPMENT USED bay (3 SEC.) NIKON - TOPGUN AIOLG > =e a BS PROCEDURE USED a FIELD TRAVERSE 0 Q a5 BASIS OF BEARING 8 b> NOTE: LOT 25 AND 26, BLOCK 12. CAR WORKS ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 15 OF PLATS. PAGE 47, IN KING COUNTY, WASHINGTON. IF SHOWN) THIS SURVEY DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD. PRESCRIPTIVE EASEMENTS. OR LOCATION OF UTILITIES (EXCEPT NORTH 3th STREET ( TURNER STREET } a 17, CALCULATED POSITION TOWNSHIP: 23 NORTH, COUNTY OF KING, N 89°19°45°E RANGE 5 EAST. STATE OF WASHINGTON W.M. : FOUND CASED BRASSIE | / 1-31-2000 21.88 (MRIUOO—~—S 282 ‘(P) N e9°17'12°E 281.97°(M) 262 °(P) - 30° oe om [ 400.00°(P) | | | : 2 ; | | | | | | & | | | | | | cS ; 5 6 7 8 9 10 = 17 : _ | | | | | g | e ma _ n = bie — ba oe 3 | | | i oO 4 z l | l ; ‘ 7 . = =a pt N_89°19°26°E e “ os | 80.00 (P) a a | 2 zi | ; | z pe cu a . | " —— 302] | : G s 8 | 2 a | io wo G 23 24 = 25 26 u 27 in c = ! : : SEE DETAIL |> iy | a | e | BELOV I ie | pa = S| | § a 7 z Fy . z aan | | | 320 m-th, ---. 4} 80.00°(P) 4 ‘\ ‘ a eS | Sz : oY \ 30 < d ‘ he \ N 89°19°13°E \ S NORTH MARION STREET zy FOUND TACK IN LEAD ss ] 2-2-2000 z: eo a \e 1+19-1.6°V RHODY | Sy 1+07-6.7°V PLUM e =f a 0+97-2.3’WV SHRUB 1. <. 0+86-1.6°W RHODY ey %B, 0+80-0.6°V SHRUB ou ’ 0+76-1.3°V PLUM ml \ 0+67-2.2°W HAWTHORN > N. : © 0+49-3'E *: SHRUB 8 © 0+30-4°E a 0+14-2.0°V CLUMP OD z: | 24°CEDAR HAV THORNES 0+21-2.4°V 24°CEDAR FOUND Pe K. NAIL 2-2-20 SCALE: 1°=40° 0+00 Ty ee ee DETAI L ) 40 80 a RECORDER'S CERTIFICATE SURVEYOR’S CERTIFICATE This map correctly Fepresents a survey made by me or under my direction in conformance with the re Bennett PS&E nc. FOR RECORD OF SURVEY in book 0... of... t page....... Under Auditor's of the survey recording act at the request abeadanlial SURVEYORS AND ENGINEERS P A U L J O O S cs ae PAUL JOOS P.O. BOX 1031 PUYALLUP WA, 98371 DWN. BY DEK DATE 2-10-2000 JOB No. See ae neers eee wees Mp egeepeeey pgeeas ates ee : PUYALLUP 845-8853 SEATTLE 838-3474 CHKD. BY SCALE a MANAGER SUP. OF RECORDS — Certificate No. 12870 RAB "=40° | OF | oA a oo hy a be ne tha ti tai a * Al ul 4 “Sre 177! qi GTAIS A PORTION OF THE N.W. 4% SEC.I7 TWP 23N. RG.SE. WM. SITUATED IN THE CITY OF RENTON _. COUNTY OF KING STATE OF WASHINGTON A , 7 _—_ SCALE: 1 = 20 nN . ALLEY ys 50.67" | 22.00° = SAN. SEWER ts @ A " - MEF 19° OBE. sek 4 4 -" : 12°3"» 30-8” mere N 7 Ty = *3I0-8 ASPHALT : | i] ily | | ail “07 BEAD 26. BLOKE. "CAR WORKS. ADDITION... “TO FEN TOM. ACCORDING TO THE PLAT. THEREOF RECORDED IN VOLUME 15 OF FLATS. FACE 47, — IN RING” COUNTY, WASHING TOWN... t yous 6 f ~~ q 0 Ls +] My ¥ el” ss , § x Ay || I “| aij _ ! ry Ts BY —— 7 tne . Satan ‘ , SDE = eh sana Dene Ey Peer tty ee EELS = ' = 2 bah ©. if ad oer 8 Ne PACE OF CURB =) = an CB. - £ = _ ! 5 : XN MARION SS. = 6 MAN ) sa FACE OF CURB ris QRe WY : Opp W; cee (1) TRANS FORMERS Ss KUKER-PAMIKEN, INC, Bennett PS& SURVEYORS and ENGINEERS P.O. BOX 1031 PUYALLUP (253) 845-8833 PUYALLUP, WA. 98371 Zomfl 00s S7oR4 Ge MICROFILMED PAUL JOOS STRUCTURE LOCATION ees fen DATE 03720-0900 JOB NO. 00 - 4248 SEATTLE (253) 838-3474 | SCALE 1"=20° SHEET 4 of Za0Y SOPs STORM ‘ + \ =) S : Property Address: Project Data APN: Owner: Architect: & Sails Engineer: Surveyor: 1532 North Marion Street Renton, WA 135230-1285-00 Dr. Paul & Desnee Joos 13510 SE 50” Bellevue, WA 98006 (425) 643-8218 Roger H. Newell, AIA 1102 19" Avenue East Seattle, WA 98112 (206) 322-1192 (206) 322-5161 FAX Geotech Consultants, Inc. 13256 NE 20" Suite 16 Bellevue, WA 98005 (425) 747-5618 (425) 747-8561 FAX Bennett P. S&E, Inc. Surveyors and Engineers PO Box 1031 Puyallup, WA 98371 (253) 845-8833 (253) 841-1734 FAX Zoning Code Zone: Lot Area: | Proposed Use: Height . Lot Coverage: (w/ interior parking) - Set Backs: Front: Side: Rear: Landscape impervious Surface Parking, No. Parking Stall Size: Parking Van Stall Curb Cut Building Code: Occupancy: Area Calculations: S-2 Storage U-1 Parking Sub-Total Type of Construction: Commercial Arterial (CA) 80 X 126.82 = 10,145 SF Self Service Storage Required Provided 50’ (1 Story) 28’-0” (2 Stories) 75% 7605 SF =10,145 X .75 = 7,608 SF 10’ (S.) 10’-0” (S.) O' (E. & W.) 0’-6” (E.) 1’-0” (W.) 0" (N.) 0’0” (N.) 40' 10’ Front Yard (720 SF) - 92% (9322 SF) 1:3500 SF 4 Total 8 X 20 9X 20 (1) (1) 30’ Max 24’-0” Building Data 1997 UBC V —1 Hour S-2 Storage U-1 Parking First 6876 729 7605 Second 7379 - 7379 Total 14,225 729 14,984. Sprinklers: No Standpipes: No Legal Description Lot 25, and 26, block 12, car works addition to Renton, According to the Plat thereof, recorded in Volume 15 of Plats; Page 47, King County, Washington Index to Drawings Al Site Plan/ Landscaping Plan/ Notes A2 First! Second Floor Plan A3 N, S, E, W Elevations A4 Vicinity Plan/ Utility-Drainage Plan and Details SITE PLAN / LANDSCAPE PLAN l\ ! ' o - 1 0 * a = — — + Alley 7 7 ISTIN, NC | a agte" Exon 2 CONC, RWEMENT | | 4 52-2" Z24- atl + | _4 L 4 ‘ ‘irs | ¥ 9 | _& 9 | — i Ae a Co DRIVE * | *» “ 3 ee \ ‘ “ . te! + i. \ ay (XX us = FA Oo w Q Ms = NY = : : 2 a ON S . N\ ; = 4 Sia \ NN 4 i “DPD | S| = | === | +t -+ —— 4 — yy — tt 7 aaa: aie Rg s whit = BRISTING: (7) Bas te PN een as nae NEO PERM oe i ie spe S) # 7 Be Remover “Meee mates aoa “T _ l : PR ne) emt . . aan CONNECT To tn Pee UTILTY oe = ~ = . PROP, LINE / a 8 Pe , 3 e | K = STAKE, TYP, ; Ee 4 . Pace me © CLEMATIS MACROPETALA | OAL, Ore @ 10/0, “6 3 — "DOWNY CLEMATIO" CreAIn’ ON WIRE TRELLIC) y , id aa: PEEP l | | a, A 3 > HYPERICUM CaALY’eINUM 4" pors @ 2! Oe, 3 a - 7 . a i) = WaLk, oy i. Se 24"b. Exierine ip main er, NOUNS WORT S ok At ; Jee i CEMR TREES TO. i | a a ® as xVinlod miNOR Fo on + TZ Fe REMOVED |. Mes PERIWINKLE " Se eee te S = ae Vi | i BQO S Wi ~ EXISTN@ SSS aa a 44 _| CURBUIT TO X _S ,, | rata A ] ig | ; Ga nmen MULTI PLEX | GAL, POTS C2 Oe. e Iq! oO" t "' OLCEr COD Eten " 1 ; N. Marion Street \ Site Plan JLandscaping Plan. ALE Vee 1=0" |= Z - 0 2 q w = % me a a OG EN r $o oN = 60% N a RE 3) Oe = e 850 {8 ag ; ze z a2 We z Ws 5 wi xr9 = ive aZw ce 222 85 Bak Og 2°25 cet ire Y 18 2 2 TH E CO M P L E T E LI N E / 17 4 5 0 3