Loading...
HomeMy WebLinkAboutLUA02-004 - Large Format DA T E : 12 / 2 0 / 0 1 FI E L D B O O K : PA G E : DR A W I N G NO : CS 10 SH E E T : QO e = On a a ee 45 '} oe WwW =nn © - oO x ae = Olea < aY= oe VY) sz an) fi — 2 OnZ c5 zou 2 ij 5 aml as <— DD aa Cc) 9 28 Ze ” a ge © as fama <x OO -« PZ, aul EY 1 2a 752 se ee © Oo 5 E ae SE N snl Eo O65 3 33 33 1 42 5 2 | die il yldee = | ia a Gi} w os a| oO} = se le31 Sle |e AP P R DA T E BY RE V I S I O N NO . BASIS OF BEARINGS: ROS 20000208900002 - VERTICAL DATUM CITY OF RENTON #2190 ELEV. = 9.643 (NAVD 1988) SET 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM” IN NE CORNER OF PUGET SOUND POWER AND LIGHT POWER VAULT #386. VAULT LOCATED ON THE SOUTH SIDE OF SUNSET BLVD. WEST 100° + WEST OF THE INTERSECTION OF SUNSET BLVD. WEST AND RAINIER AVENUE SOUTH. EQUIPMENT UTILIZED FOR THIS SURVEY: % NIKON DTM—A20 LG METHOD — FIELD TRAVERSE THIS SURVEY MEETS OR EXCEEDS PRECISION REQUIREMENTS AS SET FORTH IN WAC 332-—130—090. rr / SYMBOL LEGEND FOUND MONUMENT AS NOTED FOUND RE:BAR & CAP, OR PIPE SET RE:BAR & CAP *y” IN CONCRETE SANITARY SEWER MANHOLE WATER VALVE SANITARY SEWER STUBOUT TELEPHONE RISER “O5 POWER POLE WATER METER @WSO WATER STUBOUT < ANCHOR WIRE WATER SPIGOT [1 STORM DRAINAGE CATCH BASIN mC CABLE TELEVISION RISER @ wu —O——O— CHAINLINK FENCE —O——O— WOODEN FENCE SANITARY SEWER PIPE STORM SEWER PIPE Y if KELLY BLOCKS— ~ fh JSTING ENCROACHING "~~ SHED & STAIRS > =. ™— ~ a Ss ~ ee cae & = pi! Se /! Of ~£R ee ‘vy a“ / ™ it HT CHAIN LINK FENCE N f* 7 VN Za %# [SECOND FLAOR: +69.00" |, y ly 7 AAX CONCRETE Hig OUNDATION & 1 SS W ~ > 1e 8 ) _ 7 | STORM-CATCH-BASIN RIM = 54.96 IE 6" CONC = 53.95 ~~ RENTON EMPORIUM LLC PART OF THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 18, TOWNSHIP 23N, RANGE 5E, W.-M. CONSTRUCTION NOTES: CONSTRUCT 12’ CONCRETE APPROACH SEE DETAIL ON SHT. “C6”. CONSTRUCT 24° CONCRETE APPROACH SEE DETAIL ON SHT. “C6” 3 ) CONSTRUCT RETAINING WALLS. WALLS SHALL BE BUILT IN ACCORDANCE WITH THE DETAILS SHOWN ON SHEET "C6" AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERS. WALL OVER 4° REQUIRE A BUILDING PERMIT. OO O Seale: 1°=20' (4) ASPHALT PAVING CLASS "B”, PAVING SECTION AS PER DETAIL ON SHT. “C6” (5) CONSTRUCT EXTRUDED CONCRETE CURB AS STON PER DETAIL ON SHT. "C6" "RR OAD (6) COMBINATION CURB & SIDEWALK, SEE a . ARCHITECTURAL DRAWINGS FOR DIMENSIONS a 7 ay & DETAILS. 1 S¥y , — / Pex * i (7) REFER TO ARCHITECTURAL DRAWINGS FOR PAVEMENT a ~~ MARKINGS STALL DIMENSIONS & LAYOUT. vf _ > ait CATCH BASIN CONSTRUCT S%17'x6" CONCRETE TRASH ENCLOSUR SLAB, ‘ ey Oe, BW IE W 12"@ CONC. = 54.08 a (Spl —— a (9) MOVE POLE & POWER BOX TO CLEAR DRIVEWAY & SIDE WALK. Se _ ee 7 +22. q~ ~ }f54°=>-FOUND (2) IRON PIPES NS OE i hay: ~ ~ _ =—, ~ ~ —— _ ~~ a > _ ™ ~> ~ = a ~ See ™—. ~ . Oe _ — _ oF Lance RCA —_ > re: : os / _ ts IE NW 12"@ CONC. = 40.97. ae / ae ~ re ee IE ae = ee D STORM MANHOLE \ 7 / SN Ew 4"8 PVC = es \ ee eee ae ° ay 12" CMP = 36.31—/ % y; / ep _ IE NE 4°@ PVC = 42.66 CB¥5 — \ IE SW 12"6 CONC. = 36.57 . a / ——— _ (21) ‘ J BS IE S 18 @ CONC, = 35,28 % / 7 Pe (20) rT / STORM MANHOLE / SF se \ io \ = 43.24 7 Ss s i—E W12°6 CONC. = 38.77 / A ra \ 87 | IE SW 126 CONC. = 38.79 \ / | ¥ F a m—~ IE E 12”6 CONC. = 38.74 ; | “ (19) PS (22) | \ / & f \ } 7 : > LEE | CATCH BASIN \ —— \— cpg4 . / an a | | IE N 1B"¢ sane. = yaa F / a ae INLET IE S 18°6 CONC. = 30.05 P TBM 54.85 : PRIVATE CATCH BASIN RIM = 43.19 | a, (i) i ey dees LE Za IE N 4"@ PVC = 41.50 | \ i STORM CATCH BASIN i ~~ / RIM = 50.40 7 OO fn DIR] BOTTOM © 48.78 7 J DRAINAGE CONSTRUCTION NOTES: MONITOR WELL a ae CONSTRUCT TYPE 1 CATCH BASIN #1, RIM = 54.00, IE = 50.00 (11) CONSTRUCT 52.5 LF 12°6 PVC @ 3.00% (12) CONSTRUCT TYPE 1 CATCH BASIN #2, RIM = 52.50, IE = 48.43 Q U ANTIT| ES . 13.) CONSTRUCT 8.25 LF 12°86 PVC @ 35.52% TE ): LOT SIZE: 45 ACRE * SI 1c ADDRESS: een CONSTRUCT WET/DETENTION CONCRETE EXISTING INRERV.: 13,595 S.F. RENTON EMPORIUM LLC aM = Sl a ee ae ee BUILD. FOOTPRINT: 4,411 S.F. S.W. SUNSET BLVD. FULL OF SEDIMENT IE IN = 45.50, IE OUT = 42.50 RENTON WA 98055 ee (15) CONSTRUCT CONTROL STRUCTURE & 5 LF 12°6 PVC CONCRETE WALKS: 2,724 S.F. INLET PIPE LAYED FLAT, SEE DETAIL ON SHEET "C7" ASPHALT PAVING: 9,151 S.F. CONSTRUCT 23 LF 12"6 PVC @ 0.50% CUT: ARCHITECT: (17) CONSTRUCT TYPE 1 CATCH BASIN #3 W/ SOLID LID IN Pubs < STATE RIGHT-OF-WAY, RIM = 51.38, IE = 45.39 PERV. AREA: 16.286 sf, CALL ARCHITECTURAL CONSTRUCT 150 LF 12"8 PVC @ 2.68% , “* 9607 39th AVE. S.W. . * LOT AREA ONLY SEATTLE, WA 98136 CONSTRUCT TYPE 1 CATCH BASIN #4 W/ SOLID LID IN ** NOT FOR BIDDING PURPOSES (206) 935-2240 Ge STATE RIGHT-OF-WAY, RIM = 44.77, IE = 41.37 CONSTRUCT 35.25 LF 12°¢ DIP @ 0.5% DEVELOPER: ENGINEER: (2) REMOVE EXISTING INLET & CONSTRUCT TYPE 1 CATCH BASIN #5 , RIM = 43.18, IE NEW = 41.20, RECONNECT OTHER DRAIN LINES. KEITH & ANNETTE DEMPS JOHAN OYE P.E. (22) REMOVE EXISTING 8°@ DIP & REPLACE WITH 10 LF 12°6 DIP @ 1.0%, 2308 N.E. 24th STREET 12202 PACIFIC AVE S IE @ EXIST CB = 41.10 RENTON, WA 98056 TACOMA, WA 98444 (23) REMOVE & REPLACE CONCRETE SIDEWALK, CURB & GUTTER AS (425) 226-6632 (253) 537-8128 NECESSARY TO CONSTRUCT STORM SEWER LINE. SEE DETAILS MIOCROEN MEP ON SHEET “C6” MICROFILMED { AN Oy | CHECKED FOR COMPLIANCE RECOMMENDED ee iif, CALL BEFORE : TO CITY STANDARDS FOR APPROVAL Ay 4 YOU DIG Date BY Z fs Date BY Crd {oe : T | S S GRADING é& DRAINAGE PLAN 1-800-424-5555 Bate BY ne | C3 | S\-0a2-004 KRY 12 / 2 0 / 0 1 FI E L D B O O K : PA G E : $70°54'42"E 5.99 SOUTH OF INTX. POSITION $72°47'13°E 5.99 NORTH OF INTX. POSITION MON IS 1.48’ EAST x 0.03’ MON IS 7.47" EAST x 0.05 PART OF THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 18, TOWNSHIP 23N, RANGE 5E, W.M. RENTON EMPORIUM LLC PRE-APP_ O1—Xx Ow oo NI RA I N I E R AV E . S. /_ AN ~$ 2en5. ' is re ante, | [a oe OF eae SSO" Irroee LANGSTON ROAD CQ S = es ~, — | ~ oO a a < i $/e, ' ~~, | Ot aly v=> Fs. S. 2nd STREET a =| 2 ~~ > = y bey Jorn SS oe ee hs 52 S /ig air S, 3rd a 200 VES ee G09) ~ OO 1) LN ~ ll gp = or | oft< <= 7 | — _-« ae ~ i Lid >< ~ _ aS wo ~~ ~~ _ 5% ) OQ Y) = re) ~ — ~ TT) ~~ ° © LAN 18 17 io a ~ se) MAIL BOX ° 49. 3q7™—~ ON a iad ie, - ; oo PR 19 @ 20 5 — . ~ ~04p R PN EXisy ’ ~— Oc ~ Gar a Ne cy ~*~ ) ae I ~F Wy J Nts io Beg | | Y) ce) ] ~~ — ~ We fis | 2 \ FA ~ — —_ — ~ e ‘ S ish le / ~S ft TP ya —— ! ~ i a ee _ VICINITY MAP oO 10 20 40 / => Bh RIM = 56,84 aan Scale: 4” = ONE MILE j iD. OW IE W 12"8 CONC. = 54.08 ~ 25 BASIS OF BEARINGS: / jEE — —— ar in = As ROS 20000208900002 / ! ~~ 224g fF we / B4'->-FOUND (2) IRON PIPES ™ Xo 4 ~ ing Co bE / ~ ~ Ex #3 / ro ~ aaa pa 2 s N\ ~ ~ _ foot ie Sa VERTICAL DATUM / \7 ~~ oa eal & CITY OF RENTON #2190 / ~e. wa ~~ TC) Aa 55 ELEV. = 9.643 (NAVD 1988) / — a ~.. Tig cE , i ° ~~ ~~ MON HELD FOR CA. = o Z = A cee GF cupey SouNe BOWER AND LIGHT / ™~ ~ — ~ OF LANGSTON ROAD a POWER VAULT #386. VAULT LOCATED ON THE SOUTH , pas SIDE OF SUNSET BLVD. WEST 100’ + WEST OF THE [~~ CATCH BASIN f= INTERSECTION OF SUNSET BLVD. WEST AND RAINIER / ~~ cw ize con > BH a 344 gs neElnoe Soar F & we _ 7) ~ PRIVATE CATCH BASIN IE NE 12"# CONC. = 39.31 fi ron nee ze / | | 8 / ~ ee: «Renee = 48 oe a mas EQUIPMENT UTILIZED FOR THIS SURVEY: J / ’ a awe y J 7X ~ ~ IE W 4"°@ PVC = 42.89 bY) IE NW 12 %@ CMP = 36.31 ~. 5 866350—0015 | j / ' IE NE 4°@ PVC = 42.66 IE SW 12"8 CONC. = 36.57 : ES NIKON DTM—A20 LG a / &/f a f / / F / / ~ I> IE S 18"6 CONC. = 35.28 & A THIS SURVEY MEETS OR EXCEEDS OP i / BY ‘ joi 4 - / ~~ a A Z, z9 PRECISION REQUIREMENTS AS SET tig = jt 28 I os of # 7 = STORM MANHOLE 7, 130— my ~ ; EM rae / / --¢o" ag 4 RIM = 43,24 : | FORTH IN WAC 352-130-080, | 5 See ee KELLY BLOCKS d an LINED SLOPE fe fs [_---"9 f , 3 IE W 12"@ CONC. = 38.77 x) t J ES E SW 12 @ CONC. = 38.79 SYMBOL LEGEND NAA od FF / | . a 9 IEE 12" CONC. = 38.74 _ @} FOUND MONUMENT AS NOTED Oe idl kK / i ee / % / / . ba} ; _— a! Ai a / 1’ / y SS ° 5 H @ FOUND RE:BAR & CAP, OR PIPE c= cae 2, fo / j caTeH BASIN é . ae ond =~ an Qeroy, aa ee / i IE N 18"@ CONC. = 30.44 a ug ty X IN CONCRETE — Qogrm" / palin INLET IE S 18"8 CONC. = 30.05 3 po i ~ ~ i) TBM 54.45 PRIVATE CATCH BASIN RIM = 43.19 (© SANITARY SEWER MANHOLE wood ATEPS} SS, = fs , FILLED WITH MUD IE N 46 PVC = 41.50 (44 WATER VALVE i hte Pe STORM CATCH BASH a ee QUANTITIES: u @GSSO SANITARY SEWER STUBOUT / i i 2.89 s ag e9 DIRT BOTTOM @ 48.79 . S | T F A D D R F S = ; B] wy as paises i} { ie MONITOR-WELL LOT SIZE: A5 ACRE * a) °| = “05 ; i= Soy f" a3| S|. _ aa / / ee . U7 93 EXISTING INRERV.: 13,595 S.F. RENTON EMPORIUM LLC z y ' : j \ : ele le |e lk Baste ASPHALT (OLD) | i BUILD. FOOTPRINT: 4,411 SF, S.W. SUNSET BLVD. @NWSO WATER STUBOUT Z ‘ / ! ; ~ oF S. < RENTON, WA 98055 a — ANCHOR WIRE ; / ee \ i ST CONCRETE WALKS: 2,724 S.F. , < sie wien sean ? 5 S \ / EXISTING asrianT (OLD) : So / 6 oy wv ASPHALT PAVING: 9,151 S.F. = [1] STORW DRAINAGE CATCH BASIN CONCRETE es ead i , 7 NA t IE 12° METAL = 41.17 CUT: 150 C/Y ARCHITECT: Ee FOUNDATION & ! I \La s4 IE 6° METAL = 41.24 = fC CABLE TELEVISION RISER SLAB F.F. = 55.96 / LADDER ON SOUTH SIDE FILL: 150 C/Y FALL ARCHITECTURAL ie @ wu ~ Se ck BASIN oan Vy, IMPERV. AREA: 16,286 S.F. 9607 39th AVE. S.W ea = AVE. S.W. —O-———O-—— CHAINLINK FENCE FULL OF SEDIMENT AS EN * LOT AREA ONLY SEATTLE, WA 98136 —B—O— WOODEN FENCE ** NOT FOR BIDDING PURPOSES (206) 935-2240 —— S$ —— _ SANITARY SEWER PIPE 3 {Pe os key a ule” DEVELOPER ENGINEER : [ EXPIRES: 4/26 2003 | ° , PARCEL NUMBER: (2/a& op KEITH & ANNETTE DEMPS JOHAN OYE P-E. — | 866350-0015 & 866350-0135 seems unite =) CHECKED FOR COMPLIANCE RECOMMENDED 2508 N.E. 24th STREET 12202 PACIFIC AVE S 8 INDEX ets ees sre TO CITY STANDARDS FOR APPROVAL RENTON, WA 98056 TACOMA, WA 98444 = | PROPERTY DESCRIPTION: i (425) 226-6632 (253) 537-81 28 Gi C1 — Nor USED __RIM = 54.98 Date BY | 86350-0015 oO IE 6" CONC = 53.95 : LOT 3 OF TOWN AND COUNTRY CLUB BUNGALOW SITES, RECORDED IN Ce — SURVEY & EXISTING CONDITION Date BY (- VOLUME 19 OF PLATS, PAGE 21, RECORDS OF KING COUNTY, C3 — GRADING & PAVING PLAN Date BY AlIPINey WASHINGTON. C4 — EROSION CONTROL PLAN | a“ #66350-0135 CS — UTILITY PLAN / iA iM 3 150 S.W. SUNSET BLVD. 2” TOPOGRAPHIC MAP 3 C6 — NOTES & DETAILS = ee RTA, ee — ; YaAVveEY INS LOTS 27, 28 AND 29 OF TOWN AND COUNTRY CLUB arene Cr GENERAL NOTES & DETAILS y 7 - a pe wba Name: A&D QUALLITY CONSTRUCTION CO. INC. |Phone: 425 226-6632 8506 59th. Ave. E SITES, RECORDED IN VOLUME 19 OF PLATS, PAGE 21, RECOR _ @ T= 20 Address: P.0, BOX 2552 RENTON, WA 98055 & Posie VA oAaD) one KING COUNTY, WASHINGTON. {Date: 11/29/01 Datum: CITY OF RENTON #2190 ELEV = 9.643 Field book # 419 wi | AD "eyomup. SHEET NO. S C8 — GENERAL NOTES te SURVEY & EXISTING CONDITION — pt#¢—peeweems oo WICROFILMYD ""@s3}a45~o048 2 | ALL SITUATED IN CITY OF RENTON, STATE OF WASHINGTON. St — WET/DETENTION VAULT Yo Seale. 1°=20° IN THE NE. 1/4 OF THE SW. 1/4 OF SEC. 18,7. 23N, R.5E., WM. KING COUNTY, WA. CITY OF RENTON C ? oA-0a- 004 N wy g uD fs 21, igo] o ciel a ~~ = eer BZ s+ 202 5 f5 O © bS e oWwn==— a¥Y2t eq s=-?205 oo%s = Z xb <M «CO OSWUZ2 _ SOD me | ee Re & CI T Y OF RE N T O N in g / B u i l d i n g / P u b l i c Wo r k s De p t . Pl a n n i Gr e g g Zz ,» Ad m i n i s t r a t o r mm e r m a n P. E . VLUMPrANT PRIVK TU side elevation INSTALLATION L| LI 7 ai LTT NAL. 2x6 WOOD OR COMPOSITE sabe SA FENCE BOARDS W/ TOP CUT me Sy TO 32’ RADIUS It are LT [ WALKWAY YU el LANDSCAPING q im L— ee oe) ee pene eerie emees eesoe sees me _] ont elevation \2.°-0” 12"Wx6"D CONTINUOUS Te — — — — = CONCRETE FOOTING @ MIN. | ————— = | 18” BELOW FINISH GRADE HT TN iA | iM i | i 7 HY ® qt! YS | | . cain | x | ° ' | : & HY! i. Xs | | a) AY l nit i; | L- 8’ WOOD FRAMED GATE W/ WY | | 1 HINGES ANCHORED TO ae | MASONRY HY | | Continendinmtietiondioedion te i ‘———— ” ” LL 12" 12" PILASTER @ WALL SL a ge ea ais aaa was ass pall ENDS plan 2x6 WOOD OR COMPOSITE FENCE BOARDS W/ TOP CUT ~ 7 TO 24’ RADIUS I a a I a l I to L I I I — LANDSCAPING F- x DRIVE AISLE 2 BRICK TO MATCH BUILDING /~, \ DUMPSTER SCREEN WAINSCOT o > A alt :! ¥lzs oe es: 3 oe reel w~ a P ¢ ju Z z S 7) = ~ S q J) SCALE: NONE. COMPOSITION SHINGLE RIDGE ~ +88.50' ROOFING CONTINUOUS METAL GUTTER OVER 2x8 FASCIA CEILING PROFILE BEYOND 4” BEVEL SIDING W/ %x4 CORNER TRIM, TYPICAL PORCH RECESS BEYOND © Py 2 | PLATE_@ DORMERS — ee _operencheeeae eaamaea gnrnonae serge gmannne 2 ened PLATE | | | | t [ I | : >|. we} 9 met ES i | | T 4 METAL CAP FLASHING a ee ed EL _ FINISH FLOOR ; —? aR ee _ PIA a PR a " % — ° : a er ees 3 esi | | | _ SUSPENDED CEILING _ >} FINISH CONCRETE SURFACE @ FOUNDATION 10 ’ - 0 " WALL SIDE ELEVATION -—— ew ~ — — a — — = — ee FINISH FLOOR , PROPOSED GRADE = ces — een come ee eommeneeee eee meme Sn anacacea — comet S aeemianral commana cement tenner encanta, see naeramam remem ee sateen cent Sememenim: eee eres nema ee eerie eee Seeeaaeel eee meter, em nes’ eemmmen tatntimte cemsememenaca oe acne Seeman en emer ere cereal eee” os eee eee et SCALE: |/4" = |'-O" COMPOSITION SHINGLE ROOFING CONTINUOUS METAL GUTTER OVER 2x8 FASCIA CEILING PROFILE BEYOND 4” BEVEL SIDING W/ %4x4 CORNER TRIM, TYPICAL AN \ XD —— REAR ELEVATION (west) — -—— oO _— W---" ~~ ee -—— _—— * ee ~ awww eww ee — — a ee = —— ~——_—_—_m_m_em mm mew wwe ewe ew wwe ao | 77 eam GRADE | | | | MICROFILMED SCALE: |/4" = |'-O" A ia FALL ARCHITECTURAL design production art collaboration David J, Fall, Architect AIA voice ms 935-2240 fax 206) 935-2240 mobile 206) 909-3283 email falarcOcnw.com 9607 39th Avenue Southwest Seattle, Washington 98136 MIXED USE BUILDING for: RENTON EMPORIUM LLC ih 208) #861905 P.0. Box 2552 Renton, Washington DESIGN DRAWINGS 1/3/02 NOT FOR CONSTRUCTION THESE DRAWINGS ARE FOR DESIGN REVIEW_PURPOSES ONLY. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE. ope JOB NAME: 01—-DEMPS ISSUE DATE: AUG. 7, 2001 wine: /\ A LUAOZ-OOY ,SA-H, ECF Li it | s SS B F ye Ba c h = oO Z = = S8 8 8 pe TS ) = 3° ES : ho r a 2 oS Ss tJ a i= (F E : B Be e s BE Z wh t Qe nm § le e ae = 88 2 8 Re —f i Br e S e SS ez [2 8 9 0 Sg = t Sa a = 0. ” > So 5 3 “y y —_ = — ) Ga ) =, © —G 8 ws =F am J is & bd He a r s SE x Z O <> 8 a te a So l s SS S ok < Fe = a= <= = ae ev a l ~ o3 5 PS —_ — S og i) = we e i Bi =F E2 2 4 3 53 am = - as & |W H > - 4 34 5 Fa S Ss s 2 8 Sh = 53 > FO Z 82 a Li d 2 2. 3 00 wo ew e s . 0 - Li . © © ° 9- 2k © 3 (8 = o |B ae J a [ | | J i I ‘ T aa ir | 5 9 3 = 2 \ z Sa Eo é a — re ee —~ va Q Ss = Zz BO EE ag | RE E Be r LE E To e le lo ee k Ab e | lo ee Se ey ep e e 2 2, &@ & 8 & ‘ : He r i = gs Pa v e ud OF \ HS uy HH AH H H HI a ra Es 4) 4 \ ee d i | | Sp e g e e e e e ' S Ss & & Do =} “ iA S) & SI HO | = So 8 a a = & 5° a. L Zs N it t $2 25 5 2 eS = © \ "S s og N 1 i | a8 88 & & 8 & & 1 25 3 8 : mS i \ N | N un e G | | N tu t Rt | f IN RS S S A S S S | aU | ae J N as AA A S N | Ny | ae s pe e aa = a ee n s ~ Be a r e NS S SS S SS S N | N Tm NW ih im | | IA W A | N | | | Nt WA aR N | a6 Se e e e e e e u e an N HI SN e a t HH IN | | SS S A (f N rr | N N NN R | | | : ; Toll IN | Ha u | : | ca | | N | SA S S HN | N My RN | | | N i n | | SS S | I | | im e i | : | | | | Cu; @ ip ge wa d we gi ie y we Ba d d | PE R EE T Ce ) — : T | OUSGECHRE TR E E HE DU E DE ET R F R T - F R FF A 5 i V1 / in a | in | {W T | | | Sa | | i | | IN un | | | PS s HR | | ‘i | Wa n i ih i : | Wh i) SE E N | Sn | || . 1-H |K | | | AT : \\ : [T R | ! : i : V SA N E SU S U | A | l ti an Aw TI N ~ | | | ye a | | | | | b Ny 2 Hit | ie | Me r y | | ! N th e Hy | im IS S : a | | ch i | = SF T OO HE in a SS ni h | It I Wet Bt | tt Et ER Ge GS eg Lt 0s ee eo 0 | oe PeCCCCBD pT sp a r e s = rc c c e e e r e e s 7. i HH T = NA A Aa im = me ne 2 : X SS S EL L | | ; NI N 4 me im o SN at | ~° | : | | N 4 | | NW | N RE | 5 N BE R ® lI EG Q L E S in t | | = SS E | N ta e i t h t | We e Se b n d t e a ps y tt J] tt | PL L LL L | N | Wh in Tn S mi I AN = HA R E > iH IR | 2 if me d dt d da d ? db o bb UP EE Ed t FA R R A H HH N HT N CC E BH HA E S | 2 ef ee ee ee e ee CR E E > N im ln t a l t By | tt IN — | io EH my |= FA = | in Ae l e n e a n i e n RQ ] | se t Ee tt ES E HH H t 4+ wh t | ~ “a l e ad s J BC Fy > | Kn Re itt EA E FH T S| im s _ | _ LP L LL L | ri tN wi t 2 a, ) NS Sh y = w/ e = IR io PA | \ 2' | 8 UA B ET RT | 2 , : a a y, MH A Re p ae : SP N ie SS tr Rr ar z 3 | | or | Se + =_ | Ry = oe oO } c LH , a Pa s t a & © a 3 co l i] 5 2 3g 3 Qu Qu rm Qo . ) yy ar + J ~ co ) 2 = — TC ~ ' : 4) 22 ) 2] € $3 2 é ai d = =) [ S vu ) & Ss fe a ) = = = ; 2 1 =o 2 .9 1 / S 01 - 1 0- 8 1 8- 1 0- 0 ! =e g Be yo gh 2 os = 4 a ae uy be S| 88 5 < 3% S$ 32 - 86 & | § S| s/ S § 2% = e [a r a oO a fe d rt ee d o Oo a 9- 0 8 Fo 55 0 8 eS a he = &H 8 a & Or =} Sa © 82 89 8 2 FB 9g Fs 2 2 2, &@ . 2 |/ 3 B 8 FF FF g Ey i © =S SE S ee ae s = (S $ & BB @ E = SQ n £& = = we 3 3 82 Sa r § 25 8 we a £2 ga AB NY wE 8 GF A 8B BS 00 oS + = | 0- 8 y- 1 8- b .0 - , 0 1 SN O I L L V A S 14 ON I G NI N G 40 } O s j S l u l w W p y “J ' g UD W JE W ! XT O N K R I O O O TW O S an o u i d y | Ud d V | J1 V G NO I S I A S Y “O N NO L O N I H S W M ‘N O L N I Y an e , Se e m Ss e Eu p E a oe ea n “G Y V A S I N O E G LA S N N S LS S M H L N O S NO L N A M = AN G nn a a on e : al 40 AL I O o- 1 0 / 1 on 166 1 / S 8 6 1 GY N _ S W i N O Z R I O H — b= , WN I Y O d W 3 A NO L N 3 A Y a sz w o s sa a n a n s LWAO2 -OOY ,SA-H ECF ose (/4" = |'-O" SCALE: APULty OEE, RESIDENTIAL (R—-8) ZONE ]] , 2 / ; ye ee os ' : \ ay A) Lauchlin R. Bethune Associates 4 deop 2G n> @ Landscape Archttects & Environmental Planners, ASLA ‘ gh rN Gur “ONG 6625 South 190th Street, Suite B108 phone: (4265) 251-0455 a aes 7 f f cia ‘ Kent, Washington 98032-2123 Jax: (426) 251-0476 boipe ‘ wWhv couse nes oon _ i CTU re (a FN ami —— ! At - as Es soneiey mee: aed SAW Ad Vor Grci | Ot ee seetenl + siteus, W/ lf : iret — evan | | / : a | ) i - lewd Geo inco vee ; he Si | 2 lag) BO: VI o mAAP mma // i) | | ies 1, Fall, ‘gaze tte 5 ” AD . ) = ; apees —/ STMT ae INS ae Y i : _ fax 935-2240 : ae at Was Bees ee eke” J /); EXISTING HOUSE / ! a , , , os a : ae [prew Tea, : us ! a” No 7 9607 39th Avenue Southwest . ; ! Ye | 7 , en. ’) . “~“r , Seattle, Washington 98196 RY aN ) V0 7 CONIFER TREE PLANTING DETAIL __ i y ai 5 - ry | , “ : : f | ’ rte ZOINID 3 onto Lapscare| | /) ’ hg En (oe Aip | EKG Aen sae WALL —_BuErER. ; i i ' A. 5 . iS \ provi 2 SRAM \y a! . ov) PON Ma 18" wi Feo cepa \ st" attri 7 hk ‘ e =. “ I - -4 = . ' : e A fa Caf ~ eS as Me ieee rs een <4 HH ~ ue aeenenanet aire ed ! ry ty var . : | , aes | ~< / ‘ Pe | ine : ; ( My ; 2: 3 * ° ; e ve rf ve. e é ys am e le A. CORR LIAL. : i . y, ‘} Fi : / ° e : lf,» e . t A . ~ Z Le) ZONE _ ! y ad Cha a emg Ae a H ol | e? 7 “4 Wiles A. so = An WA rm __ 2 : CE hd beef 7 BAND = = HAT ‘ , " 2 , k O - 3 in gi we ee MIXED USE = re | ae Dey — . , | O ) , * a BUILDING y on : eae — O at “sk <& for: “Ar : at nd — = = . RENTON EMPORIUM LLC Pepnlid4 WAL ‘ oe i — N ae eee : : _ a ‘ - ~ a He ns it oa al ~ ean i “xX —t , dl pals ] : w/ Ad 5" Fey Burt LAapIne “a z 3 home {es 226-1444 ae fe 9 Gas ein eel ee - ten f pHoe zc : ~ . cel 406-1925 ak | a oe: ae cae oy MAILBOX ie ie Meee, sie ben Avett —— CHE Sey see | so ta fe) P.0. Box 2552 : ee |,4| an ae ae ei: COHL Pe St li (Peoreety Lide . HEY coulceote/ z2 Renton, Washington 98056 ° ‘ an : ail Hh 2 WALL “ FETAINUM Zs Be ade oO " | J a aa ; . | 3 a = : { | ae pasa N, a _ a ) XZ 5 Gite ure 4 ier: oo - ie 8 SS eee Mh - a Si Tey Sto ~~ 3. ees ~ . \ | ; if e me vo V4 . \ : . ls. ae —everceces| Heoe ay rene | | : | | Ne ee SSN BOND acid oT / a , rhe | : - RCIAL | O : PEBORVITAE. ee > fOMME ONE / , 487 ORGINAL DEPTH .s pS : : , Ba corheee | aceces| w/ ( | SCHEMATIC PLANT MATERIAL LEGEND | EL apemsbopperd \ . | oo . a ~ SD , a! : * DECIDUOUS STREET TREES - 1.5" caliper, B&B i f ewe i etaainirs pen, : a - al Piatt Somber Heay Laces encente fe Dy AiO sen ance | CORIFER TREES - _ pra do pre 0.¢. te t rakes Ai fester se ppa pu hoe Western edari a plicata gE —s = PALL Leylandil Cypress/Cupressecyparis leylandii . oooy fereg sel. Shore Pine/Pinus contorta * Pix. Cox PER 1 2 1 4 0 1 / ect) : i “ FLOWERING TREES - 2" nsliait, B&B Kwanzan Flowering Cherry/Prunus serulata "Kwanzen™ a “x” — NS a eX, y ee se = _ Kousa Dogwood/C kousa ry ~ as é ; 4 an ia a pe a sa ‘ornus ee : Lose wi : ~ fl . — ‘he Chantiller Flowering Pear /Pyrus calleryana “Chantiller” iSHRUB PL. ANTING DET. ‘AIL aa % oN, Cay a pe oe MEDIUM EVERGREEN FLOWERING SHRUBS - 24" height, B&B at S'o.c. ra i ale — ——— Se Rhododendron/Rhedodendron species ; ; @—n ANT Cé 1 . . %e GRAFIK = oe ae ( 4 Forest Flame Pieris/Pieris floribunda i © ; © m : : \ Mt. Laurel/Kalmia latifolia Oy FOG) westinmm pa’ ir, ae a a a D Weenie! pallalacccioet. dendiad EVERGREEN HEDGE SHRUBS - 18" height, container at 3° 0.¢ ® ‘OMC) SPCING Ate Creel . i lad: <° iar ~-<Sntamenene he ry : q = acl ; Otte Luyken Laurel/Prunus laurocerasus “Otto Luyken” METER on) PLAN Crry VENT fs, , 5 oN a ee — 5>~ ~ . F x ': uv NG betta Helleri Chinese Holly/Ilex cornuta “Helleri” . CTRUANGULAR ) j O/ ve . ws &. a F eye Sen! ote it 4 : ; 4 f N l . ; é JAM ¢ ne ae NS we te Tes . i S TAT ON SMALL FLOWERING SHRUBS - 2 gallon container at 3° e.c. . . ¢ por ig Pre I 4: . — . « 2% oad Azalea/Rhododendron species po Lb ASN, FINISH GRACE, PRok. ‘ . fet ‘, ~ Fas ous 7 David Viburnum/Viburaum davidii TO 4PREPOING SIGN se fy ‘ Bg ve is 7 ' i iamener nen anaes ruscifolia ww wore (T"™ PER } a y* hi | berre/ > , GROUND COVERS - 4" pots at 18” 0.c FINKH RADE . ie ‘ ‘ 2 VLA j Kinnikinnick/Arctostyphyllos uvi-ursi PACKFILL <oIL MIX * gh 7 oes xO . i i e242 La Pachysandra/Pachysandra terminalis OX PER 4PECS) “TAK, . ¢ NN, * 7 ‘ , : Hypericum/Hypericum calycinum wreTING sUReRATs "Y <a .< f . 6 jf. \ i; aaa LAWN - Sod from Country Green Trinity Supreme, (800) 300-1763; - | So IN eet ON WS : \ V, = a oe GROUNDCOVER PLANTING DETAIL! {iss ¢ * = ————— e Soe 3 . * 4 NS 8 : ny oe Mees] “NN ye? Vi - SCHEMATIC LANDSCAPE DESIGNS ‘GENERAL CONSTRUCTION NOTES | : . rae) gy - _ = = i ‘> a a XS N V); ny 10’ 20' 4 0’ 1, Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch breoni and poplar seedlings Including roots. Leave eaigrade in landscape SS Uy n. SH Ses areas minimum 6" below paving. Remove all debris from site. Si 2. Provide minimum 6" depth 60-40 mix from Puget Souad Topsoil NO EXCEPTIONS (253) 833-0374 in all shrub beds. Scarify subgrade by rototilling and add topsoil on surfa 2 bg y ry psoll en surface, Se mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour shrub beds including required berms. j ? ~ 3. Provide minimum 4” depth 60-40 mix from Puget Sound Tepsell NO EXCEPTIONS (253) 833-0374 in ail lawn beds. Scarify subgrade by rototiiling and add topsoil on surface, min & ee Jig vs x he = topsoil_and subgrade thoroughly. Add additional topsoil as needed te contour and level lawns. ; Uy, 1"=10'-0 NORTH 4. Provide minimum 2" depth fine blend hem-fir mulch te all planting beds. Mulch from Pacific Topsoils, Kent, Washington. Fill all planting beds and lawa areas to witha 1" of ton ; 308 NAME: 01-DEMPS €y ; Of all curbs and walks. Slope all planting beds and lawn areas to drain. Fe Bae “4 Ky 5. Provide one (1) year warranty for all plant materials and workmanship. lig 3 SUE DATE. MS. 7, 2001 ° 6. Locate, protect and avold disruption of all above and below grade ufilities and site features prior to construction. -Contractor is responsible for an resultin damages duiia ‘ee. Fe, fn: ° capo y s 8 . J construction. Call locate before you dig at 1 800 424-5555. : NN 27. AU work performed shall conform with the King County and City of Renton landscape and irrigation requirements, codes and specifications. aa weet os “8, Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall ona LAlpazare _I: _ 9. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize plantings with “Osmacote” plant granules. Install by placing at” on Cre z. “ho grade level after planted. Amounts to be: 2 cups per tree larger than 3”cal., | cup per 2 4” - 1” cal tree, 4 cup per 5 gal., % cup per 2 & | gal., 1/8 ew 6” & 4” pots. Osmacaot bu (| ) to be placed at the base of plant after the mulch has been laid. ° and si | 10. Lawn - Sod from Country Green Trinity Supreme 1 800 300 1763. Provide soil preparation per note #3. : ; a 11. Ipsure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or If heavy elay soils are evident contact lait architect. = * ama , 12. Coordinate drainage, irrigation and lighting with planting plan. Ay fi é O - | L. Mi = D ‘- “ 13. Locate, protect, and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for —_ resulting damage during tV t : J construction, _ ‘ Lea #21144 < Devid J. Fall, Architect AIA be voice ia 935-2240 yy fax 206) 935-2240 if mobile 206) 309-3283 email folorcticnw.com é - | 9807 $9th Avenue Southwest Seattle, Washington 98136 wat is 6878 iF oa! NS \ REGISTERED oe ARCHITECT | be 2 a DAVID J. FALL , ; STATE OF WASHINGTON . fe mer ese ome ttn ahite ot 3 ~9 Ze 8? 248.35) MIXED USE BUILDING RENTON te LL horne Z26~1 444 cel 206) 498-1925 P.0. Box 2552 Washington | 98056 DESIGN DRAWINGS 1/3/02, | NOT FOR CONSTRUCTION | | THESE DRAWINGS ARE FOR | DESIGN. REVIEW PURPOSES _ | JONLY. _ THEY ARE NOT TO BE] if $ sa e eS PML, \ \ e % \ TY AL . Cc 1 Yd \ k ai 1. \ \ \ \ USED FOR ANY OTHER PURPOSE. Sil : ° | 4 \ \ \ RAINIER. ae < ZA \ \ \ A | a N\A Ea\ | SCALE: 1” = 100’ MICROFILMED 0 100° 200’ 400’ gavaoot [] ee Re eee a OM Saat SIDE ELEVATION (south) a COMPANY PRIOR TO INSTALLATION LI [| +88.50' MM ook RIDGE a 0 - pe acehnnnce 2x6 WOOD OR COMPOSITE 8 ik dit SA | Fa FENCE BOARDS W/ TOP CUT K b Sl lp<clo os | re TO 32’ RADIUS ¢ q i : WALKWAY j= Bas epzal T]_LANDSCAPING COMPOSITION SHINGLE _— J ROOFING aja ee pT reer, namnnnnnnn, Bes ates eas 1 = ae | = . CONTINUOU See ee ccpeemsciii al io | ws =~ : front elevation GUTTER OVER 2x8 FASCIA $$$ tte ee ee ee 7 S a) = pea - s FALL ARCHITECTURAL —t 170 Eon —— . design production art _ collaboration 12°Wx6"D CONTINUOUS fa i = et a ™ Co ln me ae a — +, wo CONCRETE FOOTING @ MIN. CEILING PROFILE BEYOND — f = PLATE_@ DORMERS > | a | 18” BELOW FINISH GRADE ne — OZwW Nat ance alec <a a an aa nO > iH y | [xii — \nseeniiicnelitin. ~sllliconeiisendiicnne!iiensdisnestiicneitimuitinensiiicce!ticnseitizsceiincstiiccstticmnticstiaaeiticnnaiiaaedtama’ienad tones Be Re el PLATE. . ' = ir AT | cl in David J. Fall, Architect AIA = |9Sez mil | | 4” BEVEL SIDING W/ %x4 t = voice 206) 935-2240 Oc = WT! | | CORNER TRIM, TYPICAL : : EL fox 206) 935-2240 oO WM << ' ; : ; mobile 206) 909-3283 a. 4 = a “ : , \ / | | t t ! | email falarcOcnw.com a as rm 7) AT x | 9 i F a ol, 9607 39th Avenue Southwest =e = cS i J. 1 iy PORCH RECESS BEYOND ! 4 a Seattle, Washington 98136 <XxN_-~O nal | | rt SS OSWz Zz ma | | [- 8’ WOOD FRAMED GATE W/ 4 | = 2505 i]! | | | HINGES ANCHORED TO + MAS { i fea I | One METAL CAP FLASHING I fel mee ore pie ng acerca gee geek ag totiLjjtittejiit ult LL PT o FINISH FLOOR © 22 | eg J) aS | | o Ox a | 12"x12” PILASTER @ WALL Sc = anaes ose -—cuer >nul ng VANE“ Saas “apS gle = el roe = oe x | L. Sa 2322 2 _ PLATE i ee) See Eien meiner Ger teo noes Seer eer at = ENDS PR ; a : :, 4 a Sy | . ° ot ; . . — | plan SC . . + sn . rt fe , | | . . [4 _ SUSPENDED CEILING _ =f 2x6 WOOD OR COMPOSITE a . Coe tm: FENCE BOARDS W/ TOP CUT ~. EXISTING GRADE | | 14 TO 24’ RADIUS "SIN mn fer ee ert t ' T 0 | H l ™ oe I I I ee | PE PEPE , 25 a | ct a or ie ee ae ee a ae 2 Eg: = I FINISH CONCRETE | | | = Soe seen es vee - MIXED USE % SURFACE @ FOUNDATION = Se a ge — LY DRIVE AISLE WALL | | | wy eae eee oes ee = ne | | | = Se SISTING 670 BUILDING = o. J BRICK TO MATCH BUILDING | : | = ee ee ~~ = ~~ SARIS Chall E ae ee WAINSCOT Ll Cat ’ f . Ef 8a side elevati ee ee eee oe ht FINISH FLOOR +56.00 or: | a Siae_ elevarion FOOTING PROFILE —————___ Lenemenunas Cc ee eee om ge) \\DUMPSTER SCREEN ————t—“‘ilOl ULM NNN nn J - 3 aie ge ] SCALE: NONE. P.0, Box 2552 cas Renton, Washington 98056 anil Es ‘a is) o A> : SCALE: 1/4" = |'-0" 2s a3 . = - —— COMPOSITION SHINGLE cecietie, . seeasnucee _eecterepecar eames as a ROOFING 7 a 2 iH al! 7 F} |B CONTINUOUS METAL GUTTER OVER 2x8 FASCIA “ CEILING PROFILE BEYOND cle 4” BEVEL SIDING W/ 54x4 , ¢ bs ! —— ——<—— CORNER TRIM, TYPICAL P : ye : aie ; t Y, OF YY — 1/3/02 G GY g G Y | Y} NOT FOR CONSTRUCTION Z ‘ VN g THESE DRAWINGS ARE FOR ' Y J Y g on EEA SESS oe ] 7 3 vse FORA OME oo WAAL f i eo TTT eon Y YW ee WME ——— ee +) _proposep GRADE > | 7 —— ei ee | pole an Be ee ee ee ee ee seal a ISTING GRADE a Eee | : | : 7 | | | JOB NAME: 01-DENPS | | = Fooly /\ AUG. 7, 2001 Ss ek ee i em en gr es meeeg es ice es ee es ae ee se me we ee eee | | Ee a MICROFILMED REAR ELEVATION (west) SCALE: |/4" = |'-o" GA-0a-00 ¥- Ss ive ! z, Fs = =3 Ss s 8 8 8 S Po a c 5 32 8 8 S [S 8 o e £8 bb e 8 oR Sp ) 23 VS S ju e 2 os 2 3 88 8 3 8 So § DH Ww ? ) = ca e r = Be s t Ba SN Se se e s Bo y s [H E S S Sg = c> = Ss s s A a g —_ Se n g SE s na z i : i As x SS L 2 (S e e z : e. as s fs EO S [F e ak < ao s & —— “ s ae s Ra |[ e a 2 3 5 S = = —l o m = Ae s [s e v e 3 ca A, . io e : = 88 PS I > — 2g S = |y s 9 ga g =F Ee . 25 3 e =i & [w Q > > — ae & is t ? ss = PO a a S |F o z 83 s amt 50’ @y *66.00" FRONT ELEVATION (east) a9 CF 3 tu z & o |F uJ 2 {9 || ' | ! ! + 1 if — mmn e n n e n e ‘lo g e FA oe gg OB Hi | <x =t \ ee ee ee ae fe e ee ee e ee - 5S 9 x a \ z L | it e | t | | UJ A R R A A R A G i | a _i = = WS : S g ‘ z =, aI = PL A i | = << 90 a = o [va ) x \ lJ i (s / c (a ee Wo Oe | (o e ee me ee ee | ee fe oe HT = Gi e s e WW OF \ ra n } Ea a4 | PP L LE vw = G =) =. ” < \ 4 2 iL | | Zz o8 2 § sz Ge . & §§ 8 it N ee e 38 § & “= § 2 Z a. CO + N Hn | 32 26 5 2 gi s 5 2 " ee Ee _ 2 HW Ti e a $2 6 5 § 8 <8 8 & } B ge 8 Ap a ‘ : NI Y Hi t Gi l | ‘ | | N wo r t Ni | if N ba y : NS S il IR a | + -- F O - 7 TH ) Ih | —— — si SE Y RA Y ES | 1 N ee | RQ , N | -\ — N | N : \ oA \ N . N A | WI R | ae | WN Ai n a | en | I SH N I N N TH ~ a" | at t eh oe : | WS ; N an a | pa c : | N NO N I * ; | N uA R | 7 | | | | NE S S ) CO R R E A | : an HN | I |L t IR a : ; | SM A S M M A S S S H A T T TT 7 - _ \ | = HW OW OW | . im e HE H la l ni t a | = 9: me ey ec m am a n cu m e m c e n we n a ce e ws BM as ME aoe OB a Me 2 ee = 4 it | WO O le e s oo m i an ee ea m me e e em a oe m | me e i ce (e e Oe I | Ll HH H H A H | , i NH | 14 SS S SL L i HL | HS T IN A | | AS AN th { | | la s i | I IS ca | N t | Hi JI N Na t | EN N R N U N S i | Im a i s | Ht IN | | ma l | | || | | | | N s Ro e rt | | | | N ah ne | N AH S A N Yt | | N d tN NN = | ‘ N an e in i t | = | HW TI N S RE N E | = | . N Wa e a A n y ! r a) \ ua i | S& S E | : in l HH A | HH H | or a li t t l | rd 2 | : SE B e e e e e | > Lt A | — mi Ha + TO SN N N A S A R N N S H is | | S | N aa a | le ) TI a | ! tt TIN th a n t i 1 § im yo | | — [T I N RR R | HI N RH E L Q i AN T S 4 | = | | N eo iN | HH H Za mu l i HH HH H | a im a l ’ | ! NY ! H IN | Se e e e g e a e N LA L L A : | et ma l s | | =| IK | HH H HH A pF | Rp g | |N e w 7 a : | NW |= | N NN U R R H i | RQ " | N RR | HH H HH HH : < iN TA R R | s+ He OO a LE : | ~ | T N { 4h My FE E = Hk a toto RA R ) |g : | 1 SP Nt | | | NC R wi l 2 ™ ) ; AN A S 4 = | | 2' | 8 Di o | e : 8 ‘e e AL L A | a. | E ! & va |_| |} qt iL Pt LL ”. S >< a ia l | oe = ir a | as (S c cc c 1 |” ( (U N O ee e oe s ee es 11 ee s || ee e oe s Oe __ | = i \ ~ fa v e d oO & g 8 S 3 |] \ ce . 6 a ze a = : it = t i 1 > ~ | | ! w| 2 S| 2) & 2s o § te ai = 91 / S 01 - 1 0- 8 ab — , b Bb 0- 0 1 w a 2 ne = 20 2 BS my “h d Z 2 Ze z =o = S an e SH Ss Si o> 3 2 tQ = 2o % S = £ A = a #5 2 a ef ea e S & 2a eR AS HO 82 8 2 ES Dg ro ) @ rm S| | lu Do w a o Fu oz 4 2 °: ii xo G & = =O n z > ai hi Qt ar = Go uy 4 = 5; w ~ le = 5 De a re d : © =S FE F = a 2 = DY i & lz 2 Ke Se . 52 5 2 5 s¢ 2 3 So f Pa r S =S & VS @ = Fz A a a 8 Sa ~ =8 a 2 BS 00 wo : = | . 0- 8 wb 8- b - .0 - , 0 1 ai t d ( ,1 , \ NY 7 4 Us e 2 GS + + v = SN O I L V A S T3 ON I N Jo W s y s i u i m p y “F d CR LN 66 0 1 9 XM I O R O O N TH O S ro w | Ud d V | SI V d | Ad NO I S I A 3 4 ‘O N "y d a q g so m oq n g / b u i p y i n g /b u r u u d ) q — : NO L O N I H S V M “N O L N 4 Y , [O N SN I M V U O a} “ G Y W A T I N O G LI S N N S LS A M H L N O S NO L N A M ~ ee 7 a AS N C4 A X I W HO XL I O —— CO / E / | WN I Y O d W 4 NO L N S 3 Y on aa-oa-004 /4" = |'-0" SCALE: | Pad ge 5=0" 75'-|" = |5'-O" |b pe an Oe / | SIDE YARD/- . . f BUILDING” | -——~ RESIDENTIAL (R-®) ZONE | ~ o e SETBACK NIS°18'46"E 95.04 B | ; ; : \ : : - : : . > =x ; ~~ \ eet [Sel" +h | WATER LINE EASEMENT; “i - FS) \ BUD ! 3208145 | | i 8 F ( yu } SETBAPK . EAE? Q/FQS~O p SETE ARS am | LANDSCAPE AREA, , Ty] I|y 22 EN, TYPICAL | fae — Foo = ain ma rs | a ae Rit are | EXISTING ENCROACHING FALL ARCHITECTURAL la y~OQW) P+ — : < M4 = *, + : SHED @ STAIRS cenit ‘production art collaboration SFO Se, — Ng ; Cu — 5 62 ath | PROVIDE SOLID 5 | OZ eo BARRIER WALL ALONG ! y // | : David J, Fall, Architect AIA = F& + THE COMMERCIAL SIDE ! /); | wie 28) 835-2040 = bs ye Ay F THE PROPERTY LINE ! nobi | | 3283 aR CUOMO eT Ih ° y | anal ‘aaoomacan © D 25 = pS G6 LLIN Yj pSy Ae - EXCEPT PROVIDE A ! /); EXISTING HOUSE i ! | | | 9607 20th Aredue Southvest ‘ (MRAP OF vy oy NG A a u : ‘ BS © ———— 2 WPA RAST TO TH WY ye , te agi za - Z lo ) | SEG55 Sit + RPA EXISTING RESIDENTIAL | /, ! z~ =O be Yj —j + 4p: \ lie i _| //5'-6" / . ___ EXISTING HEDGE ut @ 5S ee TET NT \ lo' LS. ! i" y ! ! & Om RETAINING ann | \s, ss ee i ” WALL AT A+ EY Y 5B! % \ BUFFER SE ee _ - _ - - EGRESS PATH“1-7 17 et — . : Ss se oa" a —— CT rt TA ee a Sa EER AL PVT « |e a / aa i ae eee ved aL ne LL AL an Ne 0|— , eT WY a Be eee: ae y ee i i i a aS a a a: a a oc: a a a || la Z «| Gf, 4 = oe t+ St + 4 + “Fo, t+ + oe EH OS ! ‘ RIO Z STW G ae amen + \+ +f" + KN Sone _ 0 + >. Va Me YY ee By oe aw 2 aN Na \ We \ ! + ff ey 25 e "YEO g ee ee von Se capes seat jr ayo ere A a NK NONE S| a n £ ‘ 4 “Us , y \ sot i» , . WM ON 8 Ee =2 , » BUILDING OT bg ofS COMPACT OS KKK OO 0 | 7 ae To He LLL SETBACK << 1." Of ef OR Kody, 0 RE ye he 2 | for Ey 3 5-0" _/ ec daadan te 5 Ve te hae V ONO OA : <-@% | RENTON EMPORIUM LLC mee Se BUILDING a yo (+ a «oF eR / LOT 3 ao a , a ws | home 425) 226-1444 OR 35 aa; - oe i : 6a ty A cell to) 498-1925 EE = es ee ee ar | es i: 5 geek 'yshes pensancagame . ONE ue WN = K P.0. Box 2552 35 a i See men | cae: + ‘|. —15'xl2! DUMPSTER | ~ -S (re Wechi SE forse A ae ep et Jo Sf ENCLOSURE 8 [IMA BBE ON ye ti © — | Renton, Washington 98056 sil cs ey an ae ce eee rs | ee ea 6! QD. pat. tx . WW ae Sp STANDARD Of Yep : Ae oo 4 a | 2 Ss 29 ; i ae ee |e r aan Ke. mf, STANDARD. \": sh , 1190 vy | hot 28] "9 IBS BE a - = —Sa r ) irk ap Looe La IP ers. vA Serene “S18 IB'O8"N 45.05! a __ a mae 4 Te OU nn ae & 3 S\ “li “CURB RAMP, ° Oy |. ! | a s. | wy. . CURB'RAMP, . 2' CONC. RETAINAING \ | oe “ Bo, TPIGAL— NY WALL . ' « 5 j “£ ‘ . : ' : ‘ ‘ x : ae ae PP Ba yo \. Ory CIENT py ay, ~ z43 SN i. a ae i | COMMERCIAL TRENT ANN Ng > ay Le al ot | +H . (CA) ZONE 9 / “AN 2 5 5 ins gS eh | = . . 002 ‘wet a 4 \ S| ED rie . ‘ = tO . ef ‘\ ar = r— 2' CONC. RETAINAING on 2 ap WALL ; q DESIGN . : | ion i SITE STATISTICS “" LEGAL DESCRIPTION DRAWINGS : . eet - 1 if SITE AREA: LOTS 27, 28,29: 14,996 SF 866350-0015; 1/3/02 re eee ee TOT a: . LOT 3 OF TOWN AND COUNTRY CLUB BUNGALOW SITES, RECORDED IN - - STANDARD .. . i Fs TER jgca or VOLUME 19 OF PLATS, PATE 21, RECORDS OF KING COUNTY, NOT FOR CONSTRUCTION a a Toe LOT COVERAGE AREA: “ THESE DRAWINGS ARE FOR < A ee _ 9 BUILDING FOOTPRINT: 4,425 SF 866350-0035: O RESIGN, REVIEW PURPOSES, - Lu Zit Or = +h fe DUMPSTER ENCLOSURE 180 SF LOTS 27, 28 AND 29 OF TOWN AND COUNTRY CLUB BUNGALOW SITES, USED FOR ANY OTHER x » NY EXISTING SIGN: 8 SF RECORDED IN VOLUME 19 OF PLATS, PATE 21, RECORDS OF KING PURPOSE. ° i. i a i i a x CHEVISON TOTAL; ee COUNTY, WASHINGTON +X 4+ = $+°\ + + 2 + ~=«+F+ 4% > pe eg , ote i) ; IMPERVIOUS COVERAGE AREA: ALL SITUATED IN THE CITY OF RENTON, STATE OF WASHINGTON / POINT FROM/TO BUILDING: 4,425 SF THE PUBLIC WAY NN. wALewAre: 8,568 SF TAX ACCO UNT NUMBER \ SIGN (MAX. 40' HIGH TOTAL: ba eo 866350-0015 & 866350-0135 n0 rth ae ne Boer BASE —— <0 seiele ee LANDSCAPING: 5,353 SF BUILDING HEIGHT REQUIRED PARKING: 45° (85° + 10° pitched roof bonus) Z Ss DETENTION VAULT é MAIN FLOOR COMMERCIAL (RETAIL) AREA: 4,425 SF os / $2'-6" : Ory CONTROL STRUCTURE (4) STALLS / 1000 SF: 17.7 SPACES (MIN.) PER CIVIL SECOND FLOOR RESIDENTIAL UNITS: 3 0: ny (1.75) STALLS / UNIT: SHEET INDEX TOTAL: 22.95 SPACES (MIN. iON At ARCHITECTURAL SITE PLAN; LEGAL DESCRIPTION; PROJECT STATISTICS JOB NAME: are PROPOSED PARKING: A2 MAIN FLOOR PLAN; OCCUPANCY & PLUMBING FIXTURE TABLES wi g/OKE sai ACCESSIBLE STALLS: 1 A3 SECOND FLOOR PLAN STANDARD STALLS: 15 A4 BUILDING ELEVATIONS (NORTH & EAST) COMPACT STALLS: Z A5 BUILDING ELEVATIONS (SOUTH & WEST); TRASH ENCLOSURE DETAIL TOTAL: 23 C1 (NOT USED) C2 SURVEY & EXISTING CONDITION S BUILDING FLOOR AREAS C3 GRADING & PAVING PLAN 2 Sun ce C4 EROSION CONTROL PLAN RETAIL (INTERIOR) * AIPA EA SAI™ a2 . SITE PLAN APARTMENT (INTERIOR) 9.499 SF ae gee MICROFILMED SCALE: |" = 10! POTAES : nen ee C7 GENERAL NOTES & DETAILS APARTMENT (BALCONIES) 554 SF C8 GENERAL NOTES NN a WET / DETENTION VAULT SA-0Aa~-00 d a SS A - H EC F LU A O 2 . - C 0 4 Fad —_ _ ry ¢ - ) | p | 5'-O" 75'-|" | IS'-O" | 2 /[ SIDE “(+ —J5e = : e ae on RESIDENTIAL (R-2) ZONE \ | £ [8 l y | . - - -——— - - - ~ - - ~ - - Rk eS|- ; HOLES Trt pay sco peer eo : WATER LINE EASEMENT; , ' g ' é = ly. \ Elana Ge | ia a dee ee ee oo fe eo bb 3208145 nn . 7 < ~.) gf PRUERER gn ee ee eee ; . LANDSCAPE AREA uf) Y> D <= as ar aes I emer mae = Real act kl ot ee er ett, ee pee <=. ahs, ~_ TYPICAL ' | | ; A? ae iets OD. Gee 4 WALKINAY oe < ! TWENVTOIUUUNGO 9 ! iE ~ ——— gee Sle 3 EXISTING ENCROACHING FALL ARCHITECTURAL < . ' / Y/ y py ~ aassil, = . SHED ¢ STAIRS : design production art collaboration 68 ~~ ty o , LJ HY Yy = Sz > YY Uy 4 yy PROVIDE SOLID 5' = 29 ~ i Yj —Y YY Z BARRIER WALL ALONG | /) / | | David J. Fall, Architect AIA 5 4S DR THE COMMERCIAL SIDE ! /; yj | wie mos) 935-2240 Cuns=Z anaes sat LLL OF THE PROPERTY LINE | ! | mele i s08—3203 a%z5s : BO EZZZZ - EXCEPT PROVIDE A ! ! “ ae = 7 DWM ' III, 1 EXISTING HOUSE 1 9607 39th A Southwest HqQ%> S reo 5-\/2' BUFFER | i; /, | | Seattle, Vashington 98136 oe ht ADJACENT TO THE VY, i) = : XA _-FE VEE ! SSUS & _ae Cy EXISTING RESIDENTIAL iY, yj ! | | = ae 2x. wt. MAP Lh hbttleta STRUCTURE 5'-6" TERED Ww EZ E mms — EXISTING HEDGE ul ij « 54 aa ie CL | ! \ ‘ Hy ova : WUMISSIA ; , Wy yy Y lO’ LS. ! ! | > TL VY) KLihiiLe ily yy ; a1 F WA LE Ly ma it bog ; , P % | i S> a my ; ; Yy, ? : ; y ; “4 ; OS ey eee Bn 8 olen. > sean ae rhininc = \ Pd )) a) eS Ys YY Z thyyyyiyyy a ofl I a Oe id Sa ' WA ty iff y Z 4 thy / j f : “ . e =a at “s ae = - = ‘e BD he 7 , y os \ Fe Sy co a ag oh mo 16 a i , YY +¥_+ N+ Ba; Rae Sa eS I Se MR a age z tl ow Vie 5 by Yy ee BBL ee PON BR aN : +H x. i a, ANC Cae, 1 3. “3 6 Yi bye teen — —— al Bae ecces tal _- KY -—. SER.) — ae NS a, I ~ Wl> ae ~ Yj rn borer ee ea — A A | — AN ‘ce 5 § = ge [Ne AN NN Of MK OZ No Kh wot rn BZ ¥ ZZ Ol A LOK YONA A TK S) | BUILDING = 2. TWALL AT. wp“ r oh COMPAGT OS SF Kg AON | fc Z Bui m ikaw 9 cs, . mo , BO... Lo i AOR U a ie 0 for: = ts, EGRESS PATH" ee ean pa N TT i a | see ' NEN NS \ A. ~ wy ! a ee ) a PS <a é : yf i eee 7 Tc | ee 3 nt aa eo a re an . + i <2 RENTON EMPORIUM LLC om $e +E. =a = ee | | tL ee aoe BE A oe “ : 5 ¥i/8 | i 2 7 Se LS SS SS SS SE SFO] Yt + a fe a an ae " er Vee an \ ee i ae ra fs, a ee ee ie re eee | Rar TE Zw. —I|5'xl2! DUMPSTER | = — ‘ a \ 0 r Is P.0. Box 2992 36 oP ' na ms | ; ; i 7 6) Do 7 eee vat a sh 7 a ENCLOSURE | ; ae Leo, . “de Vwi : a Sn FP Q ti ‘ > Renton, Washington 98056 3 i Eg j | $ dee of, 9 i | ; af ; @) nr eq ‘ | . os nt m3 - aa ie ; : : . . . | | ri9 ‘ ! ii AY | |°3 ee “ i ; rr; Core ee | cee ; 56 IO. K . 1X id Oe ) | 3 : z oe | reer hae ce - lt ZOE re Oe 5 re oe | PA dee PP NO = 5 9 Ht Psy ire ae ae a ee ee es ee aS TaN | er | arn is es ie en a A - N) 3g (@) be 1 on . oe = : ; _ i - . ue . _ ‘J LOT 22 | ‘ f ; ° ae ‘ ; 7 fe an - ‘ te a \. ‘s . oem ss A ict f at eons ‘ wv ‘ ‘ yt _— } F bees a 7 ” : uy tt . 5 re oe ere a LOT. 24h TE ay re a cae : ; too Pe Lf . : : uy a ey al) ‘ ‘ F moos { ai _ “68, | 56" Lp F'=ON | AO" ee CURB RAMP, U/l oo ) %. a > _ a a2 | at i ar. mow uae : al’ TYPICAL: x 2 A: RETAINAING \ \. . ‘ + 1 . Ei | t : ‘ - . cy I~ ; 4 oe —e N > a rh i, a ae -Ppepe La ‘. i \5'-O" om LR: x aa | COMMERCIAL : carer NL ; i / bP ‘| . é. eet - a | C ) ZONE re / | SEB ACK Shee OS cee are it. 2' CONC. RETAINAING arin ES ee) ee ee : WALL DESIGN Pelee (Ce ee ee eee ly pears a: STANDARD «54 me ‘a SITh STATISTICS LEGAL DESCRIP GD) NOT FOR CONSTRUCTION a. ee 7s . . 866350-0015; ia Ny - 0 SIae nee npen ats Page Soe) oe LOT 3 OF TOWN AND COUNTRY CLUB BL THESE DRAWINGS ARE FOR tu < TOTAL: 19,747 SF VOLUME 19 OF PLATS, PATE 21, RECOR onpESIGN Me NSE be S 2 EXISTING LOT COVERAGE AREA: eee hee ge USED "PURPOSE. 1 STATIONS a Oe 4%) LOTS 27, 28 AND 29 OF TOWN AND CO éo : RECORDED IN VOLUME 19 OF PLATS, PA IMPERVIOUS COVERAGE AREA: COUNTY, WASHINGTON PARKING: Bp es ALL SITUATED IN THE CITY OF RENTON, WALKWAYS: 1.401 _ SF TOTAL: (4,304 sr rt h 72.9% A NO Pe ite AREA LANDSCAPING: 5,353 SF | PARKING TAX ACCOUNT N Zz me 866350-0015 & 866350-0135 Z ee ee pip dn ted aanciit (RETAIL) AREA 5 SF ) D "AL : 4,42 Gi ail aad (4) STALLS / 1000 SF: 17.7 SPACES (MIN.) SECOND FLOOR RESIDENTIAL UNITS: 3 SHEET INDEX (1.75) STALLS / UNIT: 5.25 SPACES (MIN.) ee ee ee TOTAL: 22.95 SPACES (MIN.) Al ARCHITECTURAL SITE PLAN; LEC JOB NAME: 01~DENPS A2 MAIN FLOOR PLAN; OCCUPANCY & PLUMBING FIXTURE TABLES a J. PROPOSED PARKING: A3 SECOND FLOOR PLAN £ ACCESSIBLE STALLS: 1 A4 BUILDING ELEVATIONS (NORTH & EAST) STANDARD STALLS: 7 A5 BUILDING ELEVATIONS (SOUTH & WEST); TRASH ENCLOSURE DETAIL COMPACT STALLS: Cl (NOT USED) A Al ’ } S TOTAL: 23 C2 SURVEY & EXISTING CONDITION MICROFILMED z C3. GRADING & PAVING PLAN 3 C4 . EROSION CONTROL PLAN CITY | SITE PLAN C5 UTILITY PLAN AN 1.4 29 — C6 NOTES & DETAILS — SCALE: I" = lO 4 C7 GENERAL NOTES & DETAILS art = oN C8 GENERAL NOTES . Si WET / DETENTION VAULT Sh-0a~-004- LANGSTON! “HHARDIE I i ’ 4 aoe soem : j ; ‘a ! oS, y - } _ , ¢ : 0.35 Ac. er ~ | -We Si. 248,35) \"' gO XN \e Ye og Sa- \, * HENRY H.SgoBIN dow. A r% ¢ q h ! SS F ef BL me om e ds . Z | r e 100° a —_ ICROFILMED email - | 9607 38th Avenue Southwest David 2. all Trait A voice: a 935-2240 fox 206) 955-2240 mobile 206) 309-3283 folorctdcnw.com Seattle, Washington 98136 5878 REGISTERED , ARCHITECT | DAVID J. FALL STATE OF WASHINGTON MIXED USE BUILDING horne We 2261 444 cell 06) 498-1925 P.0.. Box 2552 Renton, Washington 98056 DESIGN DRAWINGS 1/3/02 NOT FOR CONSTRUCTION | THESE DRAWINGS ARE FOR | DESIGN REVIEW PURPOSES | |JONLY, THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE. 0 100° 200° 400’ ga-oa-oo¥ [| Tr TI — — ~~ RENTON EMPORIUM LLC PRE-APP O1—XX 8 Se Pra 07 on~ oO a 2 98° — Sle BOIs ~PART OF THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 18, TOWNSHIP 23N, RANGE 5E, W.M. DROP INLET WITH GRATE ae 2 2 : i a wi = bi a eee fs "> ~~ BOOS hy Ss Satanaees i a. ~~ 70455. sSetate / —_— FILTER FABRIC = ee E . > _— —— — bs <> y ~ ESLER KI HRS ROOT ROR WASHED GRAVEL =) ~~ WRK LEPT ERROR OIE SM LRN ~ ADRK RIOR IPE LPO ROY FILTERED WATER < = s+ esceatarareg eeatattanattr meters Nl neanserer RUNOFF WATER ~S ~ TPO QS TPS ROSS POS OOS ROI Ot << 1" = 20' re ~~ Egy See 0t che MOON COON IN OSU WITH SEDIMENT | sai6 ~ Mr ES OSS WNG oy *. PRR ONO ORLY aN e — 430 & = ~ ~~ ee |, . x aie eee eteeeeeeeeeeeneneeatamemarnrenaneta ON oe T SR soo |, 0 10 20 40 fl. A : Te Saat aataalataataatatatatatatatntateeae ORY Py AY 27-5 SO / —S ™ IKON eres SAK waar Oe BASIS OF BEARINGS: / PO 4 XN a9 Z ee / ~ | NOTES: FILTER FABRIC BURIED FILTER ~/ Lg” i> O T © IE W 12"6 CONC. = 54.08 coor sy AT LEAST 48° OH EL FABRIC WAZ f ~ ie SE 46a BONG EAE a 1. EXTEND THE FILTER FENCE/WRE MESH BEYOND THE INLET OPENI / be : _ O / a ry SIDES. FILTER FABRIC FENCE Zr — = / / — a oe D £22 4y~ Se 2. PLACE 3/4” TO 3” GRAVEL OVER THE FILTER FABRIC/WRE MESH. THE DEPTH OF GRAVEL INLET BARRIER Paz © VERTICAL DATUM i . ¥ : 7 SF sg SHOULD BE AT LEAST 12” OVER THE ENTIRE INLET OPENING. Zz= x CITY OF RENTON #2190 / SR “No _- Oe 3, IF THESGRAVEL FILTER BECOMES CLOGGED WITH SEDIMENT, THE GRAVEL MUST BE PULLED ADOPTED Lu cr = ELEV. = 9.643 (NAVD 1988) / / zc : ~ ™ AWAY FROM THE INLEL AND CLEANED OR REPLACED. AN ALTERNATIVE APPROACH WOULD BE CITY OF RENTON Oo ~ / ~~ GRAVE! PUT FRESH GRAVEL AROUND THE INLET. - RR 5 [iJ] SET 3 1/2” BRASS DISK STAMPED “CITY OF RENTON BM” j r “ TO USE THE CLOGGED a UT FRESH DWG. NAME: BR—22A IN NE CORNER OF PUGET SOUND POWER AND LIGHT \ / i _ O POWER VAULT #386. VAULT LOCATED ON THE SOUTH / we, ~ ~ Y SIDE OF SUNSET BLVD. WEST 100’ + WEST OF THE / / noUEE _ fs sid INTERSECTION OF SUNSET BLVD. WEST AND RAINIER } / ~ ~ ae a AVENUE SOUTH. / / / a oe me D -+ a ~~ _ = (~ > / / _ * ie = — EQUIPMENT UTILIZED FOR THIS SURVEY: / ' “Soe /> ~S mm Fee CATCH BASIN 5 NIKON DTM—A20 LG ir / ~ LO IE NW 12"6 CONC. = 40.97 UERIGD «: FIELD (RAVEREE / KAYE J a PRIVATE CATCH BASIN IE NE 12"6 CONC. = 39.31 0” orca enue re: THIS SURVEY MEETS OR EXCEEDS / / SILT FENCE ~~ FILLED WITH MUD IE SW 8°96 STL. = 41.43 a RIM = 40.23 2 oo PRECISION REQUIREMENTS AS SET / NEW WOOD FENCE ; / a RIM = 44.49 IE SW 12°6 CONC. = 39.79 ee ee . On FORTH IN WAC 332—130—090. / Wy on os IE W 4°6 PVC = 42.89 0 eee Oe & B68 a uF of [ J) / P/ ) / Pe a IE NE 48 PVC = 42.66 CB¥5 — \ oo a CO 3s SYMBOL LEGEND - fi z ~~ \ ® = 3 a oD 7S! / ¢ ~ ™ ~ Z ~ Fe =< ~~ / at / — \ 0 7 STORM MANHOLE > 'Z, Sui 4D FOUND NONUMENT AS NOTED ae 7 sae \ 2 | RIM = 43.24 Ee a ~ > / S, | IE W 12" CONC. = 38.77 rey Sl @ FOUND RE:BAR & CAP, OR PIPE ™ / A \ L / IE SW 12" CONC. = 38.79 @) aa BS | 4 ans IE E 12°6 CONC. = 38.74 £E © SET RE:BAR & CAP / | “ Wi, \% | oe Ete Se “x IN CONCRETE / L a wee e , NOE / F wn wo os (© SANITARY SEWER MANHOLE Ge a Pec pn SSSI OP SB RS — PATCH GAG EN / wen —— a CB¥4 RIM = 34.09 snl E S [S WATER VALVE ; L Pad be 7 OLE : IE N 18% sent . oe aa @SSSO SANITARY SEWER STUBOUT / tt we tj“ INLET ES 16° CONC. = 30. PRIVATE CATCH BASIN A 7 ce RIM = 4319 . _ fT TELEPHONE RISER CHAIN LINK FENCE / FILLED WITH MUD wae Coy rs al or fe eon deen 8 RIM = 49.27 OY a oe" IE E 8"6 STL. = 41.44 33 “OB POWER POLE y\ rN STORM CATCH BASIN fy LK an 7 RIM = 50.40 7 a ZA 39 CW WATER METER FN DIRT BOTTOM @ 48.79 ous Sa a 2 F] Zu.\7 ef as Se f @WSO WATER STUBOUT MONITOR WELL - - we a 3 <— ANCHOR WIRE | . ; Hoge a a Te OB ; H : : 73 <\, “ eee oe WATER SPIGOT i i Fi i / ' . i ~, », “ we 4 ti“ ja T ; \ y oe ge - * [1 STORM DRAINAGE CATCH BASIN a s g q33 ae Ka > ¥ mC CABLE TELEMSION RISER ate : s/25 @ vu aa FILTER FABRIC MATERIAL 60” WIDE ROLLS. NOTES: - “63 ue USE STAPTES OR WIRE RINGS TY ATIACE 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A —— —O——O— CHAINUNK FENCE y FABRIC TO WIRE. SEDIMENT TRAP OR POND. 2” BY 2” 14 GA. WIRE ———— / FABRIC OR EQUIV. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE —— $ —— SANITARY SEWER PIPE ~~ STORM CATCH BASIN LINE IS 1:1. RIM = 50.48 7 7 uJ tt a. —— D —— _ STORM SEWER PIPE A OF See 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO ‘ a ST as cia 2’-0” THE FENCE OF 100 FT. SITE ADDRESS: = = ge“ le] °lg (8 A ee ett crete ee HeSeaRRE - 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES RENTON EMPORIUM LLC : e |2 |g : SILT FENCE 5'-0” BURY BOTTOM OF FABRIC SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS SW. SUNSET BLVD alam ie bal -t MATERIAL IN 8” BY 12” TRENCH SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE W. ; o 2’—6” THAT 85% OF THE SOIL CAN PASS THROUGH. RENTON, WA 98055 Oo ’ < S MAK 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4” MINIMUM > Ls L DIAMETER WASHED GRAVEL. ITECT Lid - e < ——le Sa ° oS CaS CIES EXT FILTER FABRIC MATERIAL 6 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE ARCH . ° SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE STORM CATCH BASIN 4 , RIM = 54.96 CONSTRUCTION SEQUENCE 2” BY 2” BY 14 GA. wee UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FALL ARCHITECTURAL > IE 6” CONC = 53.95 ~~~ w FABRIC OF EQUIV. ” go* Utility locate; ONE CALL 1-800-424-5555 and other means. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY 9607 39th AVE. S.W. EXISTING GROUND a suena a ; AFTER EACH RAINFALL AND AT LEAST DAILY DURING SEATTLE, WA 98136 , 2. _ Relocate utilities as required: PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE _ 100" MIN. — # alin 7 | a glge RORONGED © (206) 935-2240 (MAY BE REDUCED TO 50 MIN al “ 3. Do Erosion Control measures, Silt fence etc. PROVIDE 3/4” — 1.5 cig FOR SITES WITH LESS THAN 1 R=25’MIN wf al WASHED GRAVEL BACKFILL ACRE OF EXPOSED SOIL.) = / 4. Clearing and Grubbing operation: IN TRENCH AND ON BOTH SIDES . * oe? a SILT FENCE OF FILTER FENCE FABRIC ON | DEVELOPER: FNGINEER: Ny aP Ps LA 5. Excavation and fill to subgrade: (CUT AND FILL) THE SURFACE. = fe Lie < . . ; 15° MIN. e = ke 4 6. Place catch basins and storm drain as shown: >” BY 4” WOOD POST FILTER FABRIC FENCE DET KEITH & ANNETTE DEMPS JOHAN OYE P.E. S porn S a re “B” : ALT: STEEL FENCE POSTS. 2308 N.E. 24th STREET 12202 PACIFIC AVE S fe) 7 v 7. Place and compact Gravel Base Class “B’ to proper depth: D \ | & ADOPTED STANDARD PLANS RENTON, WA 98056 TACOMA, WA 98444 Pa 8. Place and compact Crushed Surfacing Top Course to proper depth: BRUSH BARRIER CITY OF RENTON LST DATE: 12/96 (425) 226-6632 (253) 537-8128 wy EXISTING DRIVEWAY v3 lg eonyaee SP PAGE: BOGE 5 PLAN etl OR SITE ACCESS 9. Place and compact Asphalt Concrete Surfacing: VICROFILMED NTS 10. Seed slopes and restore areas disturbed by construction: A 0 ited wie ere at ae ee ee CHECKED FOR COMPLIANCE RECOMMENDED Soe TO CITY STANDARDS FOR APPROVAL S EN 2. The 100° minimum length shall be lengthened as necessary to insure NOTE: material is not tracked into the public right—of—way. THE CLEARING LIMITS = THE PROPERTY LINE Date BY e Pg , zm, Oy TEMPORARY CONSTRUCTION ENTRANCE Date BY Sy 7 ES SHEET NO. S ADOPTED STANDARD PLANS EROSION CONTROL PLAN Date BY 2 oe ne Se pie et Pa 20' [ EXPIRES: 4/26 2003 | C A DWG. NAME: BR23 SP PAGE: B068 Seale: 1 = -og-004 \ nije RENTON EMPORIUM LLC PRE-APP 01-XX Oo on) ae Pa fo) Lo} |s se POI? ing PART OF THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 18, TOWNSHIP 23N, RANGE 5E, W.-M. Ei oS i Nyy CQ ~ < > a. O » = 90° aa = o ae 1 20 = © a. 0 10 20 40 50 > —. [@>) k— ° a ~~ wk —j BASIS OF BEARINGS: © Fe < _—_ ROS 20000208900002 = = 5 >. WAZ ZR Ons (eat EF Wig Li VERTICAL DATUM HSzy = CITY OF RENTON #2190 ae — we ELEV. = 9.643 (NAVD 1988) S CU) |] set 3 1/2” BRASS DISK STAMPED °CITY OF RENTON BM” IN NE CORNER OF PUGET SOUND POWER AND LIGHT © POWER VAULT #386. VAULT LOCATED ON THE SOUTH Y SIDE OF SUNSET BLVD. WEST 100’ + WEST OF THE ~ INTERSECTION OF SUNSET BLVD. WEST AND RAINIER — AVENUE SOUTH. ~S r ~ ~~. EQUIPMENT UTILIZED FOR THIS SURVEY: we. NIKON DTM—A20 LG Oi ks METHOD — FIELD TRAVERSE 45 THIS SURVEY MEETS OR EXCEEDS os PRECISION REQUIREMENTS AS SET ~ cx, 3 FORTH IN WAC 332—130—090. ~~ CATCH BASIN os # . ° Te aw tore oot naa S 3s SYMBOL LEGEND NE NE 12" CONG. = 38.317] i ° 8°6 STL = 41.43 | * oa ai €@ FOUND MONUMENT AS NoTED ~ oo! aan IE SW 12"@ CONC. = 39.79 | | 4 mi ae @ FOUND RE:BAR & CAP, OR PIPE / - / wi ENE 4° Pv 2 4266 ». wid lew - IE SW 12"8 CONC. = 36.57 Ne Tj) Ae ‘3S ~~ / : ~ | iE S 18"8 CONC. = 35.28 \@ £E © SET RE:BAR & CAP i * Fi: 74 "Y" IN CONCRETE _ Pe. a "4 i ) | , STORM MANHOLE \, = = ALA eo . ~ —IE W12"8 CONC. = 38.77 \ eN © _ SANITARY SEVER MANHOLE oS sg S bay tid / > IE SW 12"@ CONC. = 38.79 \ abil és DX] WATER VALVE ee tr ree / (2) - IE E 128 CONC, = 38,74 \ o 4 po | o 3 a5 @6SSO SANITARY SEWER STUBOUT 7 i if \ ; fT TELEPHONE RISER f 2 2 _//COMMERCIAL CATCH BASIN \ 4 ap ae (CA) ZONE / IE N 18° CONC. = 30.44 \ 3 nae . IE S 18°% CONC. = 30.05 ™ fi WSO WATER STUBOUT CHAIN LINK FENCE \ \ E ANCHOR RE aaa. STORM CATCH BASIN | \ ~ Z - DIR} BOTTOM @ 46.79 3 5 il (1 STORM DRAINAGE CATCH BASIN - 1 3 33 : GC CABLE TELEVISION RISER | Seay @ wa 3 Saaee —O——O— CHAINLINK FENCE —O—O— WOODEN FENCE . —— § —— SANITARY SEWER PIPE SA SANITARY MANHOLE CONSTRUCTION NOTES: ui RIM = 49.75 ‘ -|o —— D —— STORM SEWER PIPE , IE 12" METAL = 41.17 Silt ADDRESS: 8 y ai Ee METAL = 1.24 (1) CONSTRUCT SANITARY SEWER CLEAN—OUT, RIM = 55.18, 2c) sl |, ; < eur IE = 52.00, SEE DETAIL ON SHT. "C6". RENTON EMPORIUM LLC ele ii : ; 7s Ri = 5048 (2) CONSTRUCT 6”6 PVC SANITARY SEWER LINE S.W. SUNSET BLVD. FULL OF SEDIMENT @ 2.0% MIN. RENTON, WA 98055 x S (3) CONSTRUCT SANITARY SEWER CLEAN-OUT, RIM = 55.80, * IE = 51.36, SEE DETAIL ON SHT. "C6". c (4) POT HOLE EXISTING SEWER LINE TO LOCATE AND ARCHITECT: x DETERMINE DEPTH, MAKE SIDE SEWER CONNECTION PER CITY STANDARDS. FALL ARCHITECTURAL > (5) CONSTRUCT WATER MAIN TAP, VALVE & 9607 39th AVE. S.W. SueMNG ROE VALS THRUST BLOCK. SEATTLE, WA 98136 me (6) CITY OF RENTON STREET PATCH PER DWG. (206) 935-2240 STORM_CATEH BASIN — - HR-23 SEE SHEET "C7" PROVIDE 1 1/2 CITY OF RENTON WATER METER & DOMESTIC SHUT-OFF VALVE. DEVELOPER: ENGINEER: aia} KEITH & ANNETTE DEMPS JOHAN OYE P.E. ; L SANITARY MANHOLE 2308 N.E. 24th STREET 12202 PACIFIC AVE S 3 u ; 12 METAL = 47.8 RENTON, WA 98056 TACOMA, WA 98444 2 Y LADDER ON SOUTH SIDE (425) 226-6632¢ (253) 537-8128 “ Se a ae \MICROFILMED a Cu Ove CHECKED FOR COMPLIANCE RECOMMENDED KX yS CALL BEF‘O RE TO CITY STANDARDS FOR APPROVAL si Z - YOU DIG Date BY N £ § SEWER & UTILITY PLAN 1-800-424~-5555 a OY Pet _ _ _ SHEET NO. = ——— va eid | EXPIRES: 4426 2003 | Seale: 1 =20 P C 1/ 3 / 0 2 PA G E : DR A W I N G NO : AS RE N T O N EM P O R I U M MI X E D US E RE N T O N , WA S H I N G T O N SO U T H W E S T SU N S E T BO U L E V A R D . SE C O N D FL O O R PL A N [xy os ae ‘a4 EY 72 _—— O 383i Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 Lal \ 1/ 4 " = 1 ' - 0 " SC A L E : | ON E IN C H AT FU L L SC A L E NO T ON E IN C H SC A L E AC C O R D I N G L Y DJ F DJ F DA T E | AP P R | Pp R o v e n : BY RE V I S I O N NO . Cc-C PR O P E R T Y LI N E LIVING 75’-0" 6” 14’—4" s-0" 15°15" 5'-0” 15°14" 5'-0" 14’4" | 5'-9” 5-9 5’-9" 5'-9” (A | -—— PORCH STEPS, TYPICAL a ——— CONC. WALKWAY ——— | ae 4 ni oe FOUNDATION WALL Sr. ae = Pong: PORG Be orn te =r i te | BEDROOM —{— — BEDROOM BEDROOM 1 —- BEDROOM ? ! 11°211-% ia =m 12° 11-4 12°21 1-%’ a it 11°011-% = a | ENTI ENIR = |/ENTRY fe | 5'27— 5a’ Ie fy = = BATE : BATH Hiiaa4, BATH =f 9-4’ x6" 9-4’ x6" in Q, S mls a . l LLL le itt iC) iii who Ltt | ; FRESHER RES = a) sia = = aaananad Gamal | BA Hf BAT. - BA Lif | 8-h'x5 10°x5° Yo’ 25° y DEN - BEDROOM 10°10" BEDROOM i | 11-Yy'al0-V |) pe SN rrr eres ss ~, irs iin 11-%'x10-%' KITCHEN {a5 KITCHEN, |gopopy KITCHEN | 8-2/3'x10-1/3 be 8-2/3'x10-173 ae oo 8-2/3'210-1/78 8 | pT o Bama | ©) [TT ! ! . _.. QUE TL @ LIVING RAISED HYDRAPRESSED PAVER TILES OVER TORCH-DOWN ROOF ASSEMBLY 12°216Se BALCONY SECOND FLOOR PLAN SCALE: |/4" = |'-O" 24°-11" 24’-1" METAL AWNING OVER WALKWAY BELOW 24” WIDE x 42” HIGH PARAPET / GUARDRAIL W/ METAL CAP FLASHING SCUPPER & CONDUCTOR HEAD TO DOWNSPOUT © ROOF DECK DRAIN 24'-11" 11 7 - 0 ” VICROFILMED Sh-0a-00 ut LNW J FALL ARCHITECTURAL design production art collaboration David J, Fall, Architect ATA voice 206) 935-2240 fax 206) 935-2240 mobile 206) 909-3283 email falarc@cnw.com 9607 39th Avenue Southwest Seattle, Washington 98136 MIXED USE BUILDING for: RENTON EMPORIUM LLC home 425) 226-1444 cell tne 498-1925 P.0. Box 2552 Renton, Washington 98056 DESIGN DRAWINGS 1/3/02 NOT FOR CONSTRUCTION | | THESE DRAWINGS ARE FOR DESIGN. REVIEW_PURPOSES ONLY. THEY ARE NOT TO BIE USED FOR ANY OTHER PURPOSE. a = north 01—-DEMPS AUG. 7, 2001 3 JOB NANE: ISSUE DATE: REV. #/0ATE: J\ PROPERTY LINE N iN : ~ NI Qik esis . 8. ' iall : Ch — || i] . 1 *_Q” 24'-0” 5)” 24’~1 ” 5)” 24’~0” 1 0” I | ww ™\ a ™. ) - = FALL ARCHITECTURAL < design production art _ collaboration > A ! = Ka) Sz = 72 ! | David J, Fall, Architect Ald > -oOs voice 206) 935-2240 eC eZ fax a 935-2240 on v= mobile 206) 909-3283 Oh S = A co ! email falarcOcnw.com Po 9607 39th Avenue Southwest ae Seattle, Washington 98136 Os : : | P=es = OFFICE , OFFICE A --=--,0F FICE S =< yn / 9 oO Dt = \ .! Om = ) tt ce I | = + = ~ 7 7 NS 28 & 7 7 2” INSULATED FURRING ES | @e 1A 1 1HR RATED WALLS W/ 11 WALL OVER CONC. Re | A fa i> B Ry US SOUND ATTENUATION 7 FOUNDATION WALL <a ivi Oo 2 AY 1 BETWEEN TENNANT SPACES 11 QL Ei E S! | BUILDING eZ, 8 = I . =e Py ae * tt _ tt _ QA, for: Re & RETAIL — A : RETAIL — B i" RETAIL - C RENTON EMPORIUM LLC EF ! tf 11 home (23 226-1444 OE ‘i i chp cel 206) 498-1925 ae ~ wl | 7 7 P.0. Box 2902 ae | : 7 x | Renton, Washington 98056 a 53 } : as tt 7 ° 7 3 t Hog | B ' | : = _—— : : 1 -—_- —= | ' ¢ + TYPICAL 1 HR FIRE i fe ° ti PROTECTED COLUMNS i - ° ! i i = = ! l g - | & fl el al! \ i | RR ; | ; 2x6 FRAMED WALL W/ 1 BRICK WAINSCOT @ + EXTERIOR ! 7 & ) —t = tt “a - - - B-B t 3) 31, |, = ‘ . S DESIGN Peel ; i DRAWINGS ia = / yi 3 VA 02 a 7 TO PARKING ——F- NOT FOR CONSTRUCTION — 7 LINE OF APARTMENT 5 THESE DRAWINGS ARE FOR ee EXTERIOR WALL ABOVE | ! ~ | Pe St ia ae al it qi USED FOR ANY OTHER RETAIL OCCUPANCY | | i a > | © | MAIN FLOOR 'M’ OCCUPANCY USES: 41859 SF| | ig fe rl i RETAIL (LOAD FACTOR = 30): 3.616 SF / 120.5 HEAVY GUAGE PAINTED —————————— Uh ee : OFFICE (LOAD FACTOR = 100): 372 SF / 3.7 | TELL: DORNER FOR r to | \ TOILET (LOAD FACTOR = 100): 147 SF 7 1.5 BALCONY ROOF DECKS & ti 9 TOTAL OCCUPANTS (RETAIL A+B+C): 126 AYRINGS : NmOor th MIN, 2 EXITS REQUIRED PER UBC TBL. 10-A TYPICAL STOREFRONT ‘4 ; TOTAL OCCUPANTS (1 OF 3 RETAIL AREAS): 42 ane 7 7 MIN. 1 EXITS REQUIRED PER UBC TBL. 10-A it J tt — TOTAL OCCUPANTS (2 OF 3 RETAIL AREAS): 84 | 7 = S MIN. 2 EXITS REQUIRED PER UBC TBL. 10-A EXIT ! | EXIT ! a RETAIL PLUMBING FIXTURES _ : © | MAIN FLOOR 'm’ OCCUPANCY USES: 4,135 SF See : — JOB NAME: 01-DEMPS ! 5 WATER CLOSETS (LOAD FACTOR = 200): ! ! ! mie feo TOTAL OCCUPANTS (RETAIL A+B+C): 21 ! ° MIN. 1 WATER CLOSET REQUIRED PER M/F; UBC APPENDIX CH. 29 | TOTAL OCCUPANTS (1 OF 3 RETAIL AREAS): P10 68 eee ew a A} —-CONG: WALKWAY] = <b nnn nnn een g ent Bee ponerse nen r eer r nesses see ea ae ! ; MIN. 1 WATER CLOSET REQUIRED PER M/F; UBC APPENDIX CH. 29 [e) Z| TOTAL OCCUPANTS (2 OF 3 RETAIL AREAS): 14 MIC ave MIN. 1 WATER CLOSET semben PER M/F; UBC a CH. 29 ——;— PARKING -——_—>- Mi ICROF ILMED : | 4'-0" 17-1074” 6’-8" 17’"-10%," 4’-0" VERIFY VERIFY ) MAIN FLOOR PLAN ! SCALE: 1/4" = 1-0" Oh -0 A-00 4 SE we TT LID 5° TAS Lauchlin R. Bethune Associates @ Landscape Arohiteocts & Environmental Planners, ASLA 6625 South 190th Street, Suite B1I08 phone: 425) 251-0455 Kent,Washington 98032-2123 Sax: 4265) 251-0476 co * Rete, EXISTING HOUSE SS : 2 “yt? A ARAL HRN, er me #4 “UF ae Ghat > gol a! | on aA Gz « i, x = 4 Vay F Fy Pa 7 i — OHNE — —Peorees/~ Lile -taAaLL ELDER Tee WS pweeaeeeal A 105". AWeue 4 Feeesiates PORAEEY! eerie UL If OE Ae _ eset = _ e.. —— € RESIDENTIAL (R—-8) ZONE | : ' e ‘ e Ms . : > ® \ b 5 é e P . ‘ s o ; p : e . r “4 ge t a ' 000 i a , Ri ! fobe ° a en SS, eer = |. ae 4 —* Kyohee ae ap ih Sopa RS = BlPren— _ F /| j . a a a a } V2 _ og ( - Fo Ae © _— colieee sekte.! + oHeUEs : ‘ 4 ee fii APO uUrloco ver. ad Sal | . | BG —- em — _ , , if — a ‘ . (ov AB pen | NAT — ae ive | ; ry th pace B BALD ey ~ — + * an a 1 on Pile | A PE GPR 4 Fy 7 A <4 ian SOLID = to Lease Pg — t Kt “Een BORIER WALL —___ Bid Pree. *. ‘ : Oy ; ) iv | 6 shale ; ° . 2 aan _ Ht “x . . ay ed 4? _COMMERLIAL || ae ee =: ToT Tt Haag x as ym Cb) ZONE x ey | Saat 1 . Se : ‘ - op Se i QFE . ‘a4 7 = ~~ —- / a4 Ts Wh Gime - - - - - - SE NX ! a ~ ia * i , eee ft — —, A ain a5 ie i a de O re PR ; vis — me = — S - ri (| So) <s A a : = —=— = O A 4S } Pep el | : : repel eu puee ws &. oe Pi: oy \ SS eS iis SOS on ~ ; aes ae EN he fe Y ae — PO EVERL, A Ze : fet PEIN Ce Cee | ° \ B : ae te Os” call ; 6 eee i as pose fo. = rad . 4 Sg Naess _ ‘ of . _ tg , se a , ~ 7 | Ext 5 BXGLSd LAUREL HERES ~ Yh x | _Prebeave 4 PeoTeLT Bana a , aaa P | tye ~ Pi i \ 3 we —everetees| Heoge \) reren | LR PND ‘FACING, ateey 4 +e = \ | ane Hl COMMERCIAL / APBORVITAE. HELE CA) ZONE ~_ / 7 taorhtee screen! wW/ Cy Vy ' Hj ag 7 i RAUL SPCR ~ , BRLMCH Te BACK Ye te FRO BAe Chon 2" PELcH Laver pr, TET , a Pd td tet] CEE 2 eck. ? or Fee ney fits DECIDUOUS TREE PLANTING DETAIL. comm ” Eee REE) AateiBes SCHEMATIC PLANT MATERIAL LEGEND DECIDUOUS STREET TREES - 1.5" ealiper, B&B Norway Maple/Acer platanoides : Sunburst Honey Locust/Gleditsia triancanthes COQIFER TREES - 6° height, B&B at 10° o.c. Western Red Cedar/Thuja plicata Leylandit Cypress/Cupressocyparis leylandii Shore Pine/Pinus contorta SMALL FLOWERING TREES - 2" caliper, B&B Kwaazan Flowering Cherry/Prunus serulata "Kwanzan™ Kousa Dogwood/Cornus kousa Chantiller Flowering Pear /Pyrus calleryane “Chantiller" A crn MEDIUM EVERGREEN FLOWERING SHRUBS - 24" height, B&B at 5’ 0.c. i Rhododendron/Rhedodendron species Forest Flame Pieris/Pieris fleribunda Mt. Laurel/Kalmia latifolia EVERGREEN HEDGE SHRUBS - 18" height, container at 3° 0.¢. Otte Luyken Laurel/Prunus laurocerasus “Otte Luyken™ Helleri Chinese Holly/Ilex cornuta “Helleri” SMALL FLOWERING SHRUBS - 2 gallon container at 3° 0.c. Azalea/Rhododendren species See David Viburaum/Viburnum davidii omnes TO 4PREPOING . Sarcococca/Sarcececca ruscifolia re Na: a? MULA (TPs PER :_# ‘ - vo “\.. CPEs.) 7 are GROUND COVERS - 4" pots at 18" 0.c zs FINGH GRADE °C { Kinnikinnick/ArctostypAyllos uvi-ursi LL. SOL MIM ” PACKR ea L& Pachysandra/Pachysandra terminalis QIK PER GPEC) Hypericum/Hypericum calycinum BSETNG suremos one wa ew) LAWN - Sod from Country Green Trinity Supreme, (800) 300-1763; © ; 3 Ports : Ss. 2] soll preparation por note GROUNDCOVER PLANTING DETAIL .GENERAL CONSTRUCTION NOTES | os 0 a 10' al | i SCALE: 1*=10'-0° 40’ = : : i ACROFIL 1, Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch brooni and poplar seedlings Including roots. Leave subgrade in landscape WE areas minimum 6" below paving. Remove all debris from site. ; 2. Provide minimum 6" depth 60-40 mix from Puget Sound Topsoil NO EXCEPTIONS (253) 833-0374 in all shrub beds. Scarify subgrade by rototilling and add topsoil on surface, i mlx topsoil and subgrade thoroughly. Add additional topsoil as needed to contour shrub beds including required berms. j 3. Provide minimum 4" depth 60-40 mix from Puget Souad Topsell NO EXCEPTIONS (253) 833-0374 in all lawa beds. Scarify subgrade by rototilling and add topsoil on surface, mix” ~ tepsoil_and subgrade thoroughly. Add additional topsoil as needed to contour and level lawns. * ; F 4. Provide minimum 2" depth fine blead hem-fir mulch to all planting beds. Maich from Pacific Topsolls, Kent, Washington. Fill all planting beds and lawn areas to within 1” of top .., ; of all curbs and walks. Slope all planting beds and lawn areas to drain, : fea ae i 5. Provide one (1) year warranty for all plant materials and workmanship. my 6. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction, -Contractor is responsible for any resulting damages during ~ construction. Call locate before you dig at 1 800 424-5555. : : _ 7. All work performed shall conform with the King County and City of Reaton landscape and Irrigation requirements, codes and specifications. Byte F * 8, Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rule, _ 9. All plant materials to be specimen quality with full, symmetrical trunk and follage, unless otherwise noted. Fertilize plantings with “Osmacote” plant granules. Install by placing at“ grade level after planted. Amounts to be: 2 cups per tree larger than 3”cal., 1 cup per 2 4” — 1” cal tree, 4 cup per 5 gal., % cup per 2 & 1 gal., 1/8 eup per 6” & 4” pots. Osmacaote to be placed at the base of plant after the mulch has been laid. , j 10. Lawn - Sod frem Country Green Trinity Supreme 1 800 300 1763. Provide soll preparation per note #3. : : ' 11. Igsure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or If heavy clay soils are evident contact landscape architect... , 12. Coordinate drainage, irrigation and lighting with planting plan. ; 13. Locate, protect, and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damage during construction... : . ; - 4 OR-0a~004 3f INGEFOR CONSTRUCTION/FOR SUBMITTAL ON | | | | ITECTURAL production art — collaboration David J. Fall, Architect AIA voice 935-2240 fax fay 83-2240 mobile onal folarc@cnw. 9607 39th Avenue Southwest Seattle, Washington 98136 Ss DAVID J. FALL STATE OF WASHINGTON REGISTERED ARCHITECT MIXED USE BUILDING for: RENTON EMPORIUM LLC home ( 226-1444 cd 406-1925 P.O. Box 2552 Renton, Washington 98056 DESIGN DRAWINGS 12/14/01 NOT FOR CONSTRUCTION || WED 008 NAME: ———O1-DEMPS| 4 Foo A AG. 7, 2001) wey. : LRA #21144