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Home My WebLink AboutLUA16-000230_Large Format···············----·-···----····----·······-·················--'---~-1 . -----: --··""T I ! ,.; I ,_ ___ , ___________ L___ 1· , ___ / ' I II !ii !" ,-·-·, i ,, ,. 1l 1 ' / m::sri\UR':?lr fki.1' > , I' , J.QBffi' 101 LOSSY 104 L' ,-, <y,;T I I i <1 i I, 1 .,. / \ FLOOR PLAN LEGEND & [Jg] B.E.i fFE'1 ,_, TEMPERED GLASS LIGHTED EXIT SIGN BRAILLE EXIT SIGN CLASS C FIRE EXTINGUISHER [IJ ' ' ' EXISTING WALL TO REMAIN NEW WALL NEW FLOOR RESTAURANT No.1 DINNii\JG 102 1\ ' ' ' RESTNJR/;,,f\T No,2 DINNING [To;;] ["""" ----~ <(Vt) · .....• -----1·- l ' ' . I . ·1 I I --'·/" Q ---,·r~: ___ /' -··1·· -:y ............................................ ), ... J_ / -, ;; :.\ FLOOR PLAN NOTES 1. USE CONVENTIONAL FRAMING AND SHEATHING U.N.O. 2. ALL INTERIOR WALLS TO BE 2X4 FRAMING U.N.0. 3, ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. 4, FIRE BLOCK ALL PLUMBING PENETRATIONS. FIRE BLOCK AT 10'-0" INTERVALS (VERTICAL AND HORIZONTAL) IN WALLS. 5. DOOR HT AT THIS FLOOR IS 6'-8" U.N.O. 6. ALL EXHAUST FANS ARE TO BE VENTED TO OUTSIDE. ( f~I I , ___ . ,, _________ . ·••••nm""'-"'" :-::::··········-~·-····················~···%vxi: ------~---~---·---··· i ;J ,, ' ! I .::._ •. j. I I Rf.STi\URA\T No:i KITCHEN f.... ! I I '',,, I ' r, ' . ·, --. . ~ . . . . -----= ==---. ,--. ~ . , I , . -" . ' . '~ ~~1' ' "" -~--"'. ~--"-· ~/ ' ·,· __ ;-~ -·'"''_-_,,\,,.,,"--'~-~--'·'-·'"-·-'-,, --·-··/ <'vv5> \ .. __ / q ! i ms i mu .. L,J. u ------f--•-, . ---·-r-... _ .. _ ------; +--·---------····---------; J --------·-------------······---.. -------·········-··--------.... ·--· --------·····---··---··· j .. (( I.I !1' 1 ,/ r· ·. J,:.1,. '' ,.; ' . . "if' ----····--.,~--- .. r/' ,\ I' I /-\ \J ____________________________ __)_ '-============-----==--==· ·,·,···.·==··-····,·,,,,=---1 C ----r1 I I C r- ......... / ' J. , I 1 , ----------~ -----·:-------------------- ! 21 I ------, ' I ........... ., i ·---·---··-·----····-··-··· I fil 9-18-2015 City Permit Comments Revision & 11-8-2015 City Permit Comments Revision C -------------------------" TG TG/MM 3/2016 Main Floor Plan NORTH MArl 2 4 ZJ !fi -------·--·-·--··--·-·--------- TOP OF PARAPET. 17'-11'' -1 I ! I -'--~,-'-~ ....... , ...... , ..... ,,,., ... , '--C---L-L._..,._~J-, -i---1--L-i--....L,-"'-,--+..-IL_.~--~ ............ I _.._.. .. _,'-,~-·-·'··· ... , ...... -_ .. _I _. • 1 • TOP OF PARAPET. I~ ------------------------,--,. I/ 13'-9" I I~ ( .. TOP OF PLATE @ PARAPET. "-·-~...... '>.._...l.... .. ~---,1-1~------, ,.-:,.,-,,--,.-. --------,--,-,..,..,1--,i, ./ 12'-Q" ! ; ! -' ,· :; : : ! ' ; : :: : : :_ : : ' : : : : : : i . .... . ....... ·'----···································---- ! ' . ' ' • • ' ! 1 NORTH ELEVATION Scale: 1/5"=1'-0" - ' ! ' I I OF PARAPET. V I I ! ( .. TOP ! I i i u I i ' i • 13'-9" i j ! ' 'T I I j ' ! / I ! ! I /r ! I i I I I / I ,,,/ ! //( i i ' ' ' I ' I I (f_ 1 i __ 1 _____ .t_- ' -! . !' 11/. i & & """"" ,. ..... \\ - FIRST FLOOR FIN LR. ( .. ..··.·. ..... ' . ' 7 ' .. .• ..... -, ___ - ; , ; ..· . ... ' u •,.,• .. "':, ... . . " .. ·: _:_, O' -0"( 405.99) 2 SOUTH ELEVATION-1 Scale: 1/4"=1'-0" TOP OF PARAPET. 1:,,---! I I I I ( .. I ./ 13'-9" ,,,,-/ //.· I ! I I I i I I '·········· ---,. SOUTH ELEVATION-2 Scale, 1/4"~1'-0" ---........ ., ............................... .,,, . .,-··--~--·-----------············-··---·-·---·-·-- I I ! ' I I ' i I I ! .. -! ' ·:; I -I I ... ' " '! L -- I I i ! I ! I ! ! ! I ! . i------~---------.....,,-----,-t--..,.' .. TOP OF PLATE. './ 9'-5" ! I I i ' I I I ! ! ' I I I ! I I I I ' [....... ' ' i---····· ...j ' ' ........ ' 11 !· I I -II --" ' ll -- .. ··_: t-'.-~~~:-... ' ,: ;· '.'"'.: .:'..'., .... . . . . ' I I I I l I i I -! I ... .. 1 ! ELEVATIONS' LEGEND TEMPERED GLASS ( .. . . __ _,_,.,.,.,. _________ ., _______ ' u ··------------------ ,_ ------ / ' .. , __ . __ ' ---- ~ ... TOP OF PARAPET. 20' -7" -.. .-·--------.. FIRST FLOOR FIN FLR. , ,1nc:r"'l'11 V ' \ V• V V / ' .. ' l) TOP OF PARAPET. 20' 7" 17630 J, f:itSt i,-i(\"::\'E:(?) ;<,:-tt: rrit Ff::--'.'''· V !);" :\(LAS A(c.C·i!'Tc::C:'.) COi'lH.'.'-JY ,\'\:) .·UI :\()i . ,:, H:· TG TG/~1M 3/2016 Exterior . . ···------- Elevations MAR 2 4 z:J'.6 A3.1 ---.. _______ _ w VJ (J) > <( ..c +-' co 0 ' I SITE CALCULATIONS DE SC RI PTION SIZE EXIS TIN G BU ILD IN G 4,133 SQ FT NE W ADDITION 3,342 SQ FT TOTAL EXISTING & PROPOSE D 7,47 5 SQ FT FA R 19.73% MAX LOT COVERAGE FOR 65% BUILDIN G TOTAL LOT SIZ E 37 87 4 SO FT 80% ALLO WE D IMPE RVIO US .. .., 299 Sl>fT PARK ING AREA f 15 ,7 52.5 SQ FT BUIL DIN G FO OTPRINT & 11 148.7SQFT WAL KWAY TOTAL I MPERVI OUS ) 26 901 SO FT /See r.n fn" d•••ils1 " \ ' ",-- SETBACKS FRON T YARD: MI N. 10 l SFT " " ... V I'\ REAR YARD: SIDE YARD: NOl'lb,J'..XCEPT 15' ABUT RESIDENTIAL ZONE, M NONE, EXCEPT 15' ABUT RESIDENTIAL ZONE. . 15FT; • 1-/ ' • I-/ II • • • • • • • • • • • • • • I;,,,,:, 1 • ... • • • • • • ' . . . . . . • • . . . . . . • • • • ~ CDC . . . . . . . . . . . . . . • • • • • • • • . • • • • • • . . . . . . . . . . . . . . ' • • • ., ro • • • • • • . . . . . . . . . . . . . . • • • ' ., " -• • • • • • . . . . . . . . . . . . . . • • • • ' .. . • • . . . . . . . . . . . . . • • • • • • • • . . . . . . . . . . . . . . • . i ' • • • • • • . . . . . . . . . . . . . .. • • • D . . . . . . . . . . . . . . • • • L rv ( . . . . . . . . . . • • . . . . . . . . . . . . . . . • • • • • t> ........ . . . . . . . . . . . . . . • • • . . . . . . . . • . • • . • • . • , . . . . • • • • ® .. . . . . . . . . . . . . . . . . . . . • . • . . . . . . • • • 4 . t' . . . • . • . . . • • • . •• • • • . . . . . . . . . . . . . • • .. : • " . . . . . . . . . . . . . . ~ ~F . . . . . . . . . . . . . • • • • . • • -. . . • . . . . . . • . . • • I \ 1S . . . . . . . . . • . • . . • • • • (4') . . . • . . . . ' . . . . • • • 4"' I 1-l II q, • ,1) . . . • • • • tr .. co ~ 6. ~ • • 9 ~ ro -• • V////.vl t-5'-0' " . • • %~ < v~ 16 '-0 " C 24'-0" • • . 4 • • ' I ''2 • • • • 0 C b • • t-I~ \ -, I'-' • • """' '1r • • • • I~ 6 Al.2 t 9 • • • • I ~ • • 0 9 -• • -t= IA lls C V ,. " . "' • SPE• • . . ' b • • 20 ·0"@ D ~D • 18'·0" I 24'-0" ~I - 1~oJl s ,lBAGJ<. t::, C 4 . I T-0 • YAR D • 4 · L/ ' \j ~ '>S ETEMC, . " -~ ~D EltTI A yt~ 4 . , . I , T + ·~ 111 · . . . . . . ' . • .. ·" 4 a • • • • • • • A ' . • • • • • ~I • • • ~ ~ ~ • • • ~ b : .. >· 0 • • • ... ~ • • • N N • • • ¢ ¢ N ¢ G • • • 9'-0" 5'-0" 23 '-0" • • • ~1 1 t;,;:;-r • v-: ~ l's: ~ . ~ • • • • 0 R'I ./ • • . • • ~ . -. . ' . . • 9 . • • • • • • • • • • ~ . • • ® ""--i10t .YA RD ~E TBACK"' • ® . • . • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • . • • • • • • • • • • • • • • • • fO' Tb t E'i • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • F SI!) NI IA ~. • • • • • • • . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " ~ - CD SITE PLAN ~ ~------~4' Scale:1 11 =20 '-0" ~ CONSTRUCTION Construction Type V·B W/ SPRINGKLER PARKING CALCULATIONS Ne t Dining Space for Par king: 40 25 SQ FT t'arKmg ':.!' 1 ca r/ 1uu ,~..;,1 : 40 vvk11 ,l.. , ,o reaucc1 o n, Kequ1rea parkin 30 / "' Parking Provided : ----'\ Standard parking sta ll s ( 33 "\ Compact parking stall s ' Tota l f 38 Compact /To ta l Parkin g 130/r<°:l:110/r Access ib le Parki ng Requi red } 2 Ac cessible Parki ng Pro vid ed 2 / ' I Bicycle Pa r ki ng req uire d 10 % '-6.3 I Bicycle Parking Pro vi ded 7 --1.:, ""E.l. FOOTING & DOWNSPOUT DRAIN NOTES FOOTI NG DRAIN LINES TO BE 4 " RIGID (2729 ) PVC PIPE· PE RFO RATED. ALL JOINTS TO BE GLUE D, USE FITII NGS AS REQUIRED. FOOTING DRA I NS TO BE INSTALLED AT BOTIO M OF FO OTI NGS, AND TO BE GRADED TOWARDS OUTFA LL MIN 1" IN 10 '. (GRADE BY HAND· AVOID UNDERCUTIING FOUNDATIO N FOOTINGS.) LAY FILTER FABRIC BELOW FOOTING DRAIN PIPE, COVER DRAIN PIPE WITH MIN 12" OF 1 • 1/2" WASH ROCK. WRAP FILTER FABRIC UP SIDES AND INSTALL ANOTHER LAYER OF FILTER FABRIC OVER THE TOP, TU CK AND WEIGHT SO BACKFILL DOES NOT PENETRATE FAB RIC. DOWNSPOUT DRAINS: LAYO UT PER PLA N OR IN LOCATIO NS FOR BES T ROOF DRAINAGE AND FOR BEST APPE ARE NC E · CO NSULT WITH HOME OW NER . ALL DO WN SPOUT DRA IN PI PE TO BE 4" RI GID (2729 ) PVC PIPE . ALL JOI NTS TO BE GL UED , USE FITTINGS AS REQ UIRED. USE (3730) PVC PIPE UNDER ALL CONCRETE FLATWORK AND/OR DRJVEWAYS. DOWN SPOUTS TO TERMINATE IN 2X3 TO 4" PVC PIPE FITTING AT START OF UNDERGROUND SYSTEM. GRADE PIPE S TO SLOPE TOWARDS OUTFA LL. PIPES TO BE MINIMUM 12" BELOW GRADE. DO NOT JOIN DOWNSPOUT AND FOOTING DRAINS TO GETHER UNTIL POSITIVE DRAINAGE IS ACHIEVED TO AVOID BACK·FLOW INTO FOOTING DRAIN S. IN HIGH GROU ND WATER AREA S, OR IN CRAWL AREAS TH AT ABUT BASEMENTS OR GARAGES, INSTALL INTERIOR PERFORATED 4" PVC DRAINTILE ON THE UPHILL SIDE OF EAC H FOOTIN G THAT RUN S PER PENDICULAR TO THE SLOPE OF THE PROPERTY. THE OUTFALL OF THESE INTERIOR FOOTI NG DRAIN S IS TO BE KEPT SEPERATE FROM EXT ERIOR FOOTIN G DRAIN S UNTIL POSITIVE DRAI NAGE WITHOU T BACKFLOW CAN BE ASSURED . CONVERT PIPE TO (3730) PVC 5' FROM FOUNDATION WALL . FOO TING DRAIN LINES MAY BE CONNECTED TO OTHER DRAJNLINES ONLY IF THE FALL 12" BELOW THIER LOWEST GRADE AT THE FOOTINGS . ~ ' ./ I" ' \ L p. v ~ ~ w VJ Q) > <( . . . . . . . ' . . . . . . . . . . . . . C FOUNDATION WATERPROdFING NOTES LAYOU T AND SNAP GRAD ES ON FOUNDATION WALLS PRIOR TO APPLICATION OF MEM BRA NES, SO THAT TOP LINE OF MEMBRANE IS 6" BELOW GRA DE. CLEAN TOP OF FOOTIN GS AND FOUNDATION WALLS SO MEMBRA NE WILL AD HERE PROPERLY. APPLY A MIN 20MIL THICK ECOMUL·II (OR EQUIV) TO DAMP PROOF FOUNDATION WALLS WITH CRAWL AREA FLOOR MAX 36" BELOW GRADE . COVER,TOP OF FOOTINGS / l FOR ALL FOUNDATION WALLS WITH CRAWL AREA FLOO R GREATE ~ THAN 36" BELO W GRADE, AND FOR ALL FOUND ATIO N WA LLS AT BAS EMEN TS, AND FOR ALL FOUND ATIO N WALLS IN HI GH GRO UN D WATE R AREAS: APPLY A MINIM UM 60 MIL THI CK ECOBASE (OR EQ UAL ) MEMBRANE. CO VER TOP OF FO OTI NGS. INSTALL " MI RA DRAIN" OR EQ UAL DRA I NAGE MATI OVER FO UNDATION WAL LS PER MANUFACTURER SPECIFICATIO NS. IN STALL ALL MEMBRANES AND DRAINAGE MATI PER THE MAl~UFACTURERS SPECI FICATIONS. CHECK FOUNDATION WALLS FOR VOIDS AND ROCK POCKETS WHICH WOULD COMPROMISE THE QUALITY OF THE END PRODUCT, AND GROUT PRIO R TO AP PLYI NG MEMB RAN E. CHEC K ME MBRA NE APPLICATIONS TO ASSURE THERE ARE NO THIN ARE AS, RECOAT AS NEEDED Atlas Group Corp 5280 Highland Dr. Bellevue, washington 98006 206.488.3688 V gengtan"Qmail.com www.Atla.aa1net Renton Restaurant Addition 17630 108th Ave. SE Renton, WA project no = 101015 ~ I 1 w''.'("." ,,;&"""'''""'~'"*'· Trllium Montessori School 137 247th PL SE SAMMAMISH, WA 980 75 CONTACT PER SO N: Ruoyun Zhen tel : (425) 533 -11 21 Issue/Revision: £ 4-26-201 6 Bu ildi ng Review Comme nts Revis ion _&_ 4-21-201 6 Land Use Comments Revision NO. ISSUED FOR © 2015 ATLAS ARC HITE CTS COMPANY THESE DRAW IN GS ARE THE PROPER TY OF ATLAS ARC HITECTS COMPANY AND ARE NOT TO BE REP RODUCED IN ANY MANN ER, EXC EP T WITH THE PRIOR WRI TIEN PER MI SSION OF /\TLA S. DATE Drawn By TG Checked By TG/MM Date 5/2015 Sheet Ti tl e SITE PLAN & DETAILS Scale Sheet Number A 1.1 SS~lf-5 RIM=400.56 12 'CONC IE N 12 'CONC IE S • I REPLACE THRU CURB-ft-~~, INLET ,i I STD, GRATE TRANSITION CURB, GUTTER, & S!DE,/ALK,-tt-----it----... 5,1 TAPER, TYP J> [/) u I )> ' --I < /! C, C ::u I : Ci) C --, --I CTI ::0 24' ,/!DE DRIVE,/AY / 2D ENTRANCE DER CDR-----tt-------1------ STDS 104,2 & 104.4 ·/ J> en u :1: }> ' --1 n C TI rn D TI 0 u CD H CJ rn :e:: :c, ' ~J C ':; C3 7 RIM=400. 1? ~;::, CONC IE S 396. 04 <D I _:) ;Jr -I CD lilfWM MH lilfrM UH • ASPHALT A :'.) o rtio r1 of • • NW 1/4 of City • the NE 1/4 of Rer1ton ' ... 4SPrAL T • of Section 32, Tovvnship King Cour1ty, Washington • • 23 N., Range • ASPHAL- H z rn 5 ·I\ '55 CCJ 1> ;;c: WV &.UH ~~PP/I E., GJ pp /T ::o JP ~ MwM rn CD ' • • • 4 \ PP/L (.;.;iup <l-1 0 ..--· • • W.M. 0 I I I J{ 3asis of Bca:'.'·ir1g: GRID NORTH. BASED u::ioN GL03AL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORD=NAT~S. THE NORH-AMERICAN DATU"! OF 1983/2011 (NAO 83/2011 EPOCf-2010 00) GRID COORDINATES WE~E FO~NJ TO BE 1S54D9. 10 / 1303018.82 AT AN ''X'' ON A BRASS o:sc AT THE NORTH QUARTER CORNER OF SECTION 32, -owNSf-F' 23 No=n-1. FiAi\lCE 5 EAST OF n-E WILLAMETTE "IERIDIAN. THE !~VERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR o= 1.0000106598 AND TH~ GRID SCALE FACTOR OF 0.99998L4300 WAS APPLIED TO THE GRID COOROINATFS FOR SHOWN GROUND J:S-ANCES. Ver~ical Da t urr1: BASE: COR 2139 FOUND 3 3RASS DISC STAMPED 'KC-F-8A 1993 IN LIG~T STANDARD BASE ON EAS-SIDE OF 108TH AVE SE, IN FFiONT OF AUTO su~PLY STOFiE. ELEVATION 400. 99 FEET (NAVO BB) City of Rentor1 Control: COR #18GG COR #1808 N=165408.895 COR E=130301B.769 COR N=165409.097 MEAS E=130301S.816 MEAS N=162574.212 COR E=1305612.L74 COR N=1G2C74.387 MEAS E=1305G12.550 MEAS Survey Legend: ~ = FOUND MONUMENT. VISITED 11-3-15. FL = F_OW LINE °' = R:Jl LARrl It( = GAS METEFi (GM) im' = MAIL BOX (MB) ws = \eHEEL STOP REF = REFRIGERATOR UP = UNDERGROUND POWER ~~ .---..., .... a," ' ··-~ -. --------·------,.---~------~ ------ i ~ = LICHT STANOARJ (_SJ ' I • = POWER POLE (PP) .. = CUY WIRE ANCHOR (CW) TP = TRANSFORMER PAD PP/L = POWER POLE WITH LUMINARE PP/T = POWER POLE WITH TRANSFORMER LSB = LIGHT STANDARD BASE HC = HANDICAPPED PAR-<ING STALL 0 = SAN:TARY SEV'IER MANHOLE (SS•MH) ~ = TELEP-IONE JuNCTION BOX (T JB) CD = TELEP-IONE 1~ANHOLE (TMh) 0 = SIGN ISi = SIGNAL BOX (SB) j = FLAGPOLE (FP) @ = STORM DRAINAGE MANHOLE (SDC'IH) i.. = CATCH BASIN (CBI 0 = STORM CLEAN OJT (SCO) • = YARD DRAIN (YD) f-F = FINISHED FLOC=i ORN = CRNAMEN~AL TREE DEC = DECIDUOUS 6 = IRRIGATION CO~TROL BOX (ICB) el = WA-EFi METER (WM) n = f-YDRANT (Ff-) >.· " - Si:. = WAT=R VAL VE (WV) N'.AR342Ql6 CALL BEFORE YOU DIG 20 !.O 48 HOURS PRIOR TO CONSTRUCTION l ____ _,1 I . ~ '., ' 1-800-424--5555 OR 8-1-1 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS AND FOR ANY DAMAGE CAUSED DURING CONSTRUCTION . . -- en :E: -..c: 0 Q) I- m . :E: a.. . w a.. -~ -ca I- ..c: u, Q) -·-ca ..c: en z 0 ~ a: 0 LL .:: t; w ~ 0 n: 0.. "' I.. Q) Q) s::: ·-C, s::: w C, s::: ·-..... -::, "' s::: 0 (.) ::, ..... ca I- ,._ N 0 co en -C: 0 a E C: ·-0 ..c: 0 U) . m -~ ·-m c:, E 0 0) .... 0 ..... 0 ..... -.:I" ..c: I @) Q) r-:!::: ('I") :::::s :::::s ...,. -en (.C) ca c:, .... I ..c: -N ..c: :::s 1/) 0 Q) (/) cu -Q) ..c: ~ 1/) .... (/) .... C: 0 ... LL co '<:I" LO PAVING GRADING DRAWING INFO ENGINEER: S.TATU, PE DRAWN BY: S.T. SCALE: AS SHOWN DATE: MARCH2016 C-2 Page 3 of 4 l )> U) -i:, I :cc, ' ---, REMOVE TREE SSMH 5 =nH~400. 56 12''CONC IE N 390.7 3 12''CONC IE S 390 .83~~~- I N CONFERENCE \JITH CITY, UTILIZ E EXIST. PAVING AS STABILIZED CONST, ENTRANCE DE MOLISH CURB, SlDE\JALK, & I I DRIVE \JAY FOR RE PLACEM EN T-,lt:---+_,,- ~· :c> UJ u I p. ' ~, ~ )> [JJ u I c; I J ,.,----..... n---., I\ er TI OJ< m e"J IJ . ---+---Q .. CC) ---, > ---, ' rG TI n C TI CD =:J Ij D u ~ I en o, ~T· F" I 7: I I • I CB 7 1BI M=400. 12 1 2·coNC IE S C l~V ~j (j) iiiJWM tMH iiiJWM UH B 0 CB 395.C4 • ASPHA LT CUR B i\ por~ion • / / / SPEE{l BU1>1 P / ,/ of • EXTRUDED CURB NvV 1/4 of C i t y • / I the of N E 1/4 Rent o n , _j,SPHA~ I • REMOVE PA VEM EN T, CU RB, AND OTHER I MPRO VEMENTS NOT TO REMAIN EXTRUDED CURB ---if-------·-.: j 11 -REMDV~~REE-I/ ,/@. EXT RUDED CURB / I REMOVE TREE \ I I I BUI 1_CI 1~G : i m I I -< ASPHA L I J,JJ ----1n •n CONCRETE S z m '1 !'1 z n en / • oI Sectio r1 32, Towns hip Ki n g C o u r1ty, V\T a sl1i r1g Lo rr 23 N., r; V E., Range • • • RELOCA TE PE R UTILITY GU IDELINES RELOCATE LIGHT STD. 6' CY CLO NE FENC8 3 '' PVC VE'1T . • • SS MH 10 RI M=4 10 56 Oi' CONC IE N 8'CONC IE S r I I I I _t:o. I tfy,Jv • r1 s \ 1 / 1 ASPflA L r =;. + ~ \ I CD I . r ~ wv l &.UH 7: ~~ PP/L PP/T ur I~ iiiJWM 1P ,~ TREE) URB !Nt I I ri I ~ . rn ' ~ z rn • r • )> UJ -i:, I )> ' ---, • • • 1/1 1 I I I I , I \ PP/L \gur I 1 r· I I <I.; 0 vV. M. Ba sis o f Beari r1g: GRID NORTH . BASED UPON GLO BAL POS I TION I NG SYSTE M (GPS ) LAMBERT GRID WASH I NGTON STA T[ NORTH ZONE COORD I NA TE S. THE NO RTH AMERICAN DAT UM OF 1903/2011 (N AO 83 /2011 EP OCH 201 0.00) GRID CO ORDI~ATE S WERE FOUND TO BE 165 409. 10 / 130 3018 .82 AT Af\ "X ON A BR/\.SS DI SC AT THE NO RTH QIJART E,I CORNE R OF SECTI ON 32, TO~iN SHI P 22 NORTI I. RANG E 5 E/1S I OF I HE WI LLAMETTE ~ERIDI AN. THE INVERSE OF BOT H Tl1E SEA LE VE L CORREC TION FAC TOR OF 1 .00 00106 598 AND TH E GRIC SCA LE FAC TOR OF 0 .999 9844500 WA S APP LIED TO TH E GR I D COOR DINA TES FDR SHOWN GROUND DISTANCES. Ve r t i ca l Datum: BASE : COR 2139: FOUf\O 3" BRA SS DISC STAt/P ED "KC-F-BA '99 3 " If\ LI GHT STANCARD BA SE ON EAST SID E OF 1081H AVE SE , If\ FRONT or AUTO SUPPLY STORE. ELEVAT ION 400. 99 FE ET (NAV O ss : Ci t y of R e nt on Con tr o l: COR #1 866 CD R #1 86 0 N=165 408 .BS5 COR E=1303 01s . 759 con N=165409 .097 t/EAS E=13 0301B.B1 6 MEAS N=i 5267 4.2 12 c o n E=130 5612 .474 CD R N~162 674 .387 MEAS E=1305 6 12.560 MEAS TESC Legend: Survey Legend: @ CLEARING LIMITS . @ CONS TRUCTON ENTRANCE @ -DUS T CONTRO L @ H'1LET PRO TECTION @ M;\THJ G & MULCHING @ SIL T FENC:: @) TREE PROT EC I lON, 0 I j{ 1 I I I I I u 20 40 ~ FOUND MONUM ENT. VISIT ED 1~-3 -15. FL FLO W LI NE Q_ = BOL LARD W = GAS MET ER (GM) 'tEf -MA IL tJOX :MB: ~I S -WHEEL STOP REF REFR I GERA TOR UP .. TP = UNDERG ROUND POW ER -LI GH T srAN DARD (LS) rrnffR PO LE (PP ) GUY WI RE ANCH OR (GW) TRANSF OR MER PA D PP /L -POWER POL E WI TH LUMINAn E PP/T = POWER POLE WITH TRA NSFORME R LSB LI GHT STANDA RD BASE HC ~ HANDICA PPED PARKING STA LL ® = SANITA RY SE WER MANHOL~ (SSM H) ~ TELEPI IONE JUNCT ION BOX (T JB) @ ~ TELEP HONE MA NHO LE (T MH) 0 S IGN ~ = SI GNA L BOX(SB) -"LAGP8L :: (FP ) ifJJ = STORM DRA I N/I.GE MANHOLE (SOMH) ~ CA TCH BASIN (CB) 0 STDnM CL EAN OUT (SCO ) ~ YARU DRAIN (YD) FF = FI NISHED FLOOR ORN = ORNAM ENTAL TRE [ DEC = D[CIDUOU S 6 IRRIG ATIO N CON TROL BOX (IC B) • -WA TER METER(WM) 'Cl HYD RA.NT (FH) ~ -WATER VALV E (WV) CALL BEFORE YOU DIG 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 OR 8-1-1 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS AND FOR ANY DAMAGE CAUSED DURING CONSTRUCT/ON . " :s, \'• I\ \ 'i, ' . j,_;.- tn "-r-- en Q) N c::, :E Q) co en -C: C: .c: ·-0 (.) -C> Cl) E C: ·-1--C: 0 ..c: u V> cc w -ffl ffl ~ • C) E :E c::, C> en -c::, CL ...... 0 ..... C: ..,. .c: a, • ..... (§) :!:: w ·-C") ::s :::, CL ... ..,. -en -co ffl -::::s C) -, ..c: ::::, -N ..c: :::, -tn rn 0 ca ~ en 1--C: ·--ffl a, .c: 0 ..c: a, rn ... V, -Cl) (.) en --C: ·-ca 0 .c: ::::s ... LL. en ... co ...,. ns Ln 1-- CLEARING &TESC DRAW IN G INFO ENGIN EE R: S.TATU, PE DRAWN BY: S.T. SCA LE DATE : AS SHOWN JULY 20 16 C -1 Page 2 of 4 GENERAL NOTES (1) All design and construction shall be in accordance with permit conditions, the King County Code (KCC), Road Standards (KCRS), Washington State DOT (WSDOT) Standard Specifications and the conditions of preliminary approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability to King County. (2) The design elements within these plans have been reviewed according to the King County Department of Development and Environmental Services (ODES) Engineering Review checklist. Some elements may have been overlooked or missed by the DOES plan reviewer. Any variance from adopted standards is not allowed unless specifically approved by King County prior to construction. (3) Approval of this road, grading, parking and drainage plan does not constitute an approval of any other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.) (4) Before any construction or development activity, a preconstruction meeting must be held between the DDES's Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative. (5) A copy of these approved plans must be on the job site whenever construction is in progress. (6) Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and 10 a.m. to 5 p.m. on Sunday, unless otherwise approved with a written decision by the Reviewing Agency. (7) It shall be the applicant's/contractors responsibility to obtain all construction easements necessary before initiating off-site work. Easements require review and approval prior to constructio'n. (8) Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted to the DDES's Land Use Inspection Section three days prior to construction. (9) Datum shall be KCAS unless otherwise approved by DDES. (10) Dewatering system (underdrain) construction shall be within a right-of-way or appropriate drainage easement, but not underneath the roadway section. All underdrain systems must be constructed in accordance with WSDOT Standard Specifications. (11) All utility trenct1es and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. (12) Open cutting of existing roadways for non-franchised utility or storm work is not allowed unless specifically approved by ODES and noted on these approved plans. Any open cut shall be restored in accordance with KCRS. (13) The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contractor. Any work within the traveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane of traffic affected. Manual on Uniform Traffic Control Devices (MUTCD) shall apply. Work in right-of-way is not authorized until a traffic control plan is approved by King County. STRUCTURAL NOTES (1) These plans are approved for standard road and drainage improvements only. Plans for structures such as bridges, vaults, and retaining walls require a separate review and approval by DDES prior to construction (KCC 16.04. 16.70, 14.20). (2) Rockeries are considered to be a method of bank stabilization and erosion control. Rockeries shall not be constructed to serve as retaining walls. All rockeries in County road right-I-way shall be constructed in accordance with KCRS. Rockeries outside of road right-f-way shall be constructed in accordance with the International Building Code. De scrip Lion: PARCEL A: THI::. NORTH 120 rc=[T OF THE SOUTH 392 "E':T OF THE NORTI I SIX-TENTHS (6/'.0) ::JI I HE WEST HALF OF THE iiEST HALF Oc HIE NORIHWEST QUARTER Of IHE NORTHEASr QUARTER Oc s:CTION 32, TO'ti,\ISHIP 23 l\10'1TH, RAI\GE 5 E/\ST, 'tiILLAMc I 11::. Ml::.HICIAN, T\ KING COUNTY, WASHINGTON; EXCtPT THAT ~onTION THEREOF LYTN3 WlfHI\I 10GTII AV[NUE SOUTHEASI AS [S1A8LTSHEO U\IDER RECORDINS \IOS.8105220768, 79'766 A\ID bb01B67. PARC:::L 8: TIii::. WtST 160 F:EET OF THE 1\IORTH 12 FEET OF THE SOU I H 272 FEET OF THE \IOR 11-1 SIX-I Ei\ Tl IS (6/ 10) o=-I HE ~/C:ST HALF OF Tl I[ ,1EST IIALF OF THE \IORTHW[ST OUAHll::.H Df fH[ I\OlTHE/\ST QUARTC::R De SECTION 32 TOWI\SHr' 23 \IOR fH, .RA\IGE 5 [AST, ,H_L/\M[TTE MC::RlJlAN. Tl\ KTI\G UJU\ITY, WASHTI\GTO\I; C::XCEPT Tl IAT PORTION THERC:Oc _ YING 1tiTTHTN 108TH /1VENUE SUUIHEAST AS ESTA3LISHED UNCER RECORJING NOS.8105220/bB, 791766 AND 5681867. rARCEL C: THE NORTH 12 "E'c I OF Tl IE sou I H 2/2 c[[T Oc Tl IE \OrlTI I SIX-TENTHS (c/ 1 D) OF IHE 11ff5T HALF 0-I H=c Wl::.Sl HAU-o~ THE ND~THW':ST QUARTER OF THE NORTHEAST QUARTER OF SECTIDI\ 32 TOWI\Sl-llP 23 NORTH, RANGE 5 EAST, vnLLAt/ETT': M':RICIA;\I, Tl\ KI\IG C:JUNTY, 1.~/\SHII\GTOI\; EXCEPT THE W':ST 160 FEET TH':R':OF. A portior1 of +ho L, '-' NW l/4 of Ci Ly Lhe of NE 1/4 Rer:.. tori, of Sectio ri 32, King Co ur1ty, Tov\Tnship Wasl1ir1gtor1 23 N., Range 5 E ' ' EROSION AND SEDIMENTATION CONTROL NOTES (1) Approval of this erosion and sedimentation control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g. size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.) (2) The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/ESC supervisor until all construction is approved. (3) The boundaries of the clearing limits shown on this plan shall be clearly flagged by survey tape or fencing, if required, prior to construction (SWDM Appendix D). During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. (4) Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept clean and track out to road right of way does not occur for the duration of the project. (5) The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. (6) The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g. additional cover measures, additional sump pumps, relocation of ditches and silt fences, perimeter protection etc.). (7) The ESC facilities shall be inspected daily by the applicant/ESC supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities. (8) Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC cover methods (e.g., seeding, mulching, plastic covering, etc.). (9) Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days. (10) The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours following a storm event. (11) At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system. (12) Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. (13) Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual. (14) Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the DOES inspector for review. DRAINAGE NOTES (1) Proof of liability insurance shall be submitted to DDES prior to the construction of the drainage facilities, preferably at the preconstruction meeting. (2) All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT specifications. This shall include leveling and compacting the trench bottom, the top of the foundation material, and any required pipe bedding, to a uniform grade so that the entire pipe is supported by a uniformly dense unyielding base. (3) Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better inside and outside. (4) All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk shall have solid locking lids. All drainage structures associated with a permanent retention/ detention facility shall have solid locking lids. (5) All catch basin grates shall conform to KCRS, which includes the stamping "OUTFALL TO STREAM, DUMP NO POLLUTANTS" and "Property of King County", except that private drainage systems shall not have the words "Property of King County". (6) All driveway culverts located within King County right-of-way shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections to match the side slope KCRS. (7) Rock for erosion ~rotection of roadway ditches, where required, must be of sound quarry rock, placed to a depth of 1 foot, and must meet the following specifications: 4"-8"/40%-70% passing: 2"-4" rock/30%-40% passing; and -2" rock/10%-20% passing. Installation shall be in accordance with KCRS. (8) Drainage outlets (stub-outs) shall be provided for each individual lot, except for those lots approved for infiltration by King County. Stub-outs shall conform to the following: a) Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free-flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b) Outlets on each lot shall be located with a five-foot-high, 2" x 4" stake marked "storm" or "drain". The stub-out shall extend above surface level, be visible, and be secured to the stake. c) Pipe material shall conform to underdrain specifications described in KCRS and, if non-metallic, the pipe shall contain wire or other acceptable detection. d) Drainage easements are required for drainage systems designed to convey flows through individual lots. e) The applicant/contractor is responsible for coordinating the locations of all stub-out conveyance lines with respect to the utilities (e.g, power, gas, telephone, television). f) All individual stub-outs shall be privately owned and maintained by the lot home owner. (9) All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The existing duff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR; Amended soil shall be added to maintain the moisture capacity. (10) Seasonal clearing is limited between October 1 and March 30 irlCi~~-~"~. u~1e;s·oth·erw1s·erapproved with a written decision by the Reviewing Agency. · ·~- (11) Improvements and/or buildings shall not be installed until drainage facilities are "in oper~tion"-;-(KCC 9.04). Drainage Areas Summary {Square Feet) Site area Onsite lrnprovements Offsite Driveway Basin 1 Area: South & West Basin 2 Area: North & East Tota I Development Area Restaurant Bldg Roof Existing Conditions Exposed Walkways (non-pollution generating) Existing As pha It Pa vernent (pol I uti on generating) Total irnpervious area Total pervious area Proposed Conditions: Basin 1 Prop. Restaurant Roof Prop. Exposed Walkways (non-pollution generating) Existing asphalt Pavement (pollution generating) Replaced irnpervious Pavement (pollution generating) Prop. Permeable Parking Expansion (pollution generating Landscape Total Hardscapearea Tota I pervi ous area New/Replaced Impervious area New/Replaced water Quality area Proposed Conditions: Basin 2 Prop. Res tau rant Roof Prop. Exposed Walkways (non-pollution generating) Existing asphalt Pavement (pollution generating) Rep! aced impervious Pavement (pol I uti on generating) Prop. Permeable Parking Expansion (pollution generating Landscape Tota I Hards cape area Total pervious area New/Replaced Impervious area New/Replaced water Quality area 37197 24511 698 25209 12686 37895 5011 1399 19616 26026 11869 4282 1234 11731 1554 380 6028 19181 6028 1934 1934 4775 272 806 1366 5467 7219 5467 1366 1366 YV. 11. EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE (1) Pre-construction meeting. (2) Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). · (3) Flag or fence clearing limits. (4) Install catch basin protection if required. (5) Grade and install construction entrance(s). (6) Install perimeter protection (silt fence, brush barrier, etc.). (7) Construct sediment ponds and traps. (8) Grade and stabilize construction roads. (9) Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. (10) Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. (11) Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. (12) Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost,_.plastic sheeting or equivalent, (13) Stabilize all areas that reach final grade within seven days. ' (14) Seed or sod any areas to remain Jnworked for more than 30 days. (15) Upon completion of the project, all disturbed areas must be stabilized and BMPs removed if appropriate. SHEET INDEX c-I C-2 C-3 C-3 C-3. 1 COV[l SHEET PLAN Pi_/\N CL ARING & Tr-SC PAVING AND GRADING UTTLITTES PLAN DE I. NIION SYST ~ JUL 1 ~ 21J16 CALL BEFORE YOU DIG 48 HOURS PRIOR TO CONSTRUCTION 1 -800-424-5555 OR 8-1-1 EXISTING UTILITIES SHOWN AR£ FROM TH£ BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MAD£ AS TO TH£ EXACT SIZE, TYPE, LOCATION OR DEPTH. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCA T/ONS AND FOR ANY DAMAGE CAUSED DURING CONSTRUCT/ON. en :i!: ~ ..c (.,) Cl) I- CD . :=: D.. • w D.. ~ ::::s .... «s I- ..c u, Cl) -·-«s ..c en z 0 I;',: :. a: 0 u_ ~ a: llJ i 0 z 0 I;',: :. a: 0 u_ ,e; t5 w a a: Q_ tn ,._ (1) (1) C: ·-en E C: 0 u w . -·-n:s 0 E en 0) -.... 0 C: ...,,. .c • (§) r-·-M :::::i ....... .,. --(g n:s :::s 0 -I N .c: u, (/) Q) C: -·-n:s 0 .c (/) (.) :::s ....... n:s I- COVER SHEET DRAWING INFO ENGINEER: S.TATU, PE DRAWN BY S.T. S8ALE: AS SHOWN JULY2016 DATE: C-0 Page 1 of 4 r- N 0 QC) O') s:: 0 -s:: ·-.c: ti) ca 3: 0 0 .... Q) ;!::: :::::i en .c: -:::::i 0 en -Q) !!:? -en -s:: 0 ... u.. QC) ...,,. LO SSMH 5 f-HM=488. 56 ~2 'C01~~ IE '2'CONC 11:: CB 3 H1M<EJ9. 53 I~ 390. n s 390.83 24'' CDNC IE S 394.63 ~2''CON= IE N 394.93 ,!:,II )> en u I """ ,-------, EXIST. fE,/ER cm~ECrJ N ID MAIN. AP:::)X. I '2''CON: IE SE 39~.18~~~~~~ t 1/ k )> I CF, u I :Po ' ~ I I ! ~ =o 7 .=iIM=4CO. '2 \:412 CONC IE S 395 04 I I A portion of the NVV 1/4 of City the NE 1/4 of Renton, of Sectlor1 32, Tovvnship King County, VVas l1ing Lori • • en n < n r--- o z rn ' er z n er • NiPHALT • • FIRE ALARM AND SPRINKLER SYSTEM REQUIREMENTS: • • • • APPROVED FIRE ALARM AND FIRE SPRINKLER SYSTEMS ARE REQUIRED TO BE EXTENDED INTO THE PROPOSED ADDITIONS AND THOUGHOUT THE ENTIRE EXISTING BUILDING. APPROVED SUPPRESION SYSTEMS ARE REQUIRED IN ALL KITCHEN COOKING HOOD VENTILATION SYSTEMS. SEPARATE PLANS AND PERMITS ARE REQUIRED TO BE SUBMITTED TO THE RENTON FIRE DEPARTMENT FOR REVIEW AND PERMITTING. ALARM SYSTEMS ARE REQUIRED TO BE FULLY AUTOMATIC AND MANUAL SYSTEMS AND rULLY ADDRESSABLE. DIRECT OUTSIDE DOOR REQUIRED TO THE FIRE SPRINKLER RISER ROOM. • 23 N., I I I l • Range U) u I )> ' ·-J • • r ~ I I t I I I I I I I i 5 El . ' VY. NL C GRID NORTH. OASED UPON •SL08AL POSl I lONlNG 5YSTE~ (GPS: LAM8ERI GRID WASHI~GTON STATE NORTH ZO~E COORDl~AIES. IHE NORrH AMERICAN DATUM OF 1983/2011 (~AJ 83/2011 EPOCH 2010 00) GRID COOROlNATES WERE FOUND TO BE 165409. 10 / 1303012.82 AT AN ··x ON A GRASS DISC AT lHE NOnTH QUAnTEn CORN[R or S[CTTON 32, TOWNSHIP 2? NORTH, nANGE 5 EAST or Tl I[ WILLAMETTE MERIDIAN. rHE lNVERSE OF BOIH IHE S[A L[VEL CORRECTION FACTOR OF 1.00001C659B AND THE GRlD SCALE FACTOR OF 0.9999844500 ~//\S APPLIED TO TIIE GRID COORClNAIES FOR SHOWN GROUNC DISTANCES. Vertical Datum: BASE: COR 2139: FOU~O 3" BRASS DISC SIAMPEC "KC-F-RA '993" I~ LIGHI STANDARD BASE ON EAST SIDE OF 'OBIH AV[ S[, I~ FRONT OF AUTO SUPPLY s1onE. ELEVA I 10~ 40C. gg FEET :NNID cltl) City of Rerton Control: COR #1866 COR /h868 ii 11 11 1 l I I I I u 20 40 N=155408 895 COR E=1303018.759 COR N=155409.097 ~EAS E=1303C'8.816 ~EAS N-162674.212 COR E=1305612.474 COR N-162674.387 MEAS E~1305612.560 MEAS Survey Legend: ~ FOUND MONUMENT. VISITED 11-3-'5 . Fl_ -FLOW L T"E °' = BOLLI\RD • GAS METE~ (GM) 1'i -MAIL BOX (MO) '1/S ',~I IE:CL STOP R:C-R~FlTGEnATOR UP UNDERGROUND POWER LIGHT STANCA~O (LS) 3UY ,H.~E ;\NCI l:JR :GH) TP T~ANSFOnMEn PAC P~/_ POWER PO_E WIIH LUMINARE rr/T POWER PO_E WITH TRANSFORMER LSB L IGIIT STANDARD BASE HC IIANOICl\rrco PAnKI1"G STALL ® SANlTARV SE,,JE~ MANIIOLC: (SSMII) )sl'. TC:LEPI-IONC: JUNCTION BOX (T JB; © TC:LEPHONC: MANHOLE(TMH) 0 SIGN 0 = SIGNAL 80X (SB) -F _AGr'OLE (FP) STORM DrM TNAG[ Mi·,NHOLE (SOtJH) C;\TCI I OAS TN (CB) STORM CLEAN OUT (SCD) v.ARD DRAIN (YD) FF fINTSHEC FLOOn onN -ORNAMENTAL TREE DEC CECTCUOUS 6 IRRIGATIO~ CO~TROL BOX (ICB: w WATER METER (WtJ) HYDf1ANT (FH) 'iiATER VALVE (11V) CALL BEFORE YOU DIG 48 HOURS PRIOR TO CONSTRUCTION 1-800-424·5555 OR 8-1-1 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. 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SCALE AS SH OW1~ DATE: JULY2016 C-3 Page 4 of 4 I I I I A portion of the J\ivV 1/ 4 of :he NE 1/ 4 of Section 32, rnownship City of Ren to 11, Kir1g Co UJ'_ vY, VVashingtor1 23 N., Rar1ge 5 E., Vf. iA. -----I--I---- TOP OF w ALL 403,0 DVERFLDw @ 402,0 1.5 1 COMPOST AMENDED SOIL 3 9 0 ,__---=-. ·-·=~---------'-------·-----------------~--"'--,,_ ___ -------"'------1. 5 1 S A N D 0+00 10+00 20+00 30+00 SECTION -A =i <[ f-- f---, L r=i =i D': w ALL, FTG, COLUMN, SLAB PER STRUCTURAL DwGS, RESHAPE EX BERM SIDE SLOPE 3H:1 V MAX 390 0+00 <[ t---1 r=I "° "' I ~~(/)~ ~~,n lf) '-JU) ~ ~ p::i In, "ij " - uf---,-,u uf---,Q Ill 10+00 SECTION -B n f---, 62 C) n I -I C BID-RETENTION (/) t: ~; ~2 11 :CIA (/) ~ ~ Tw 203,0 X >--D 25 ;_ VFRFL[w BID-RETENTION X > 25 4 o 5 f--·····-· ___ ____,,-,~-f _---_---_--··--_ A _ ----~-~"-LJ_(V/ ~ c_L_F Y --~-0-~~-~~------·--·----------------~------/-___ --___ w __ ' s __ ' _2_0_2 __ , 0__ MA 0 _B __ w ___ ~·-[r"--·--·--·--------···-------··----······--·- /I I 1 -· , ··--= 3 9 5 H~>~· ,~. 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I ---1 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 OR 8-1-1 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORM AT/ON AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCA T/ON OR DEPTH. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS AND FOR ANY DAMAGE CAUSED DURING CONSTRUCT/ON. ' (/) ~ -.c (.) a, I- Ill • ~ CL . w CL -;:j -('Q I- .c (/) a, -·-('Q .c (/) z 0 ~ :;, 0: ~ ,; 0: LU ~ 0 z 0 ~ 0: ~ ,; ti LU ~ 0 0: o_ ~ a, a, C: ·-en C: w Q en~ C: ;!: ·-M ,._, ""f' -(g ::::s C N tn C: 0 (.) ::s ,._, ns 1-- r- CN c::, co en C: 0 -gi E ·-0 ..c: (.) Ill -ns ·n; s: E c::, -c::, 0 ..... ..c: (I) ©) :!::: ::I ::I -U) (ti - -..c: ..c:I =i fl') 0 a:, -U) (ti -(I) ..c: (I) fl') ... -U) -C: 0 ... LL co """' LO DETENTION SYSTEM DRAWING INFO ENGINEER: STATU, PE DRAWN BY: ST. SCALE AS SHOWN DATE JCLY 2016 C -3.1 Page 5 of 5 0 cu j "' 0 '" C d " '" .,,-• :< 0, • .,, j w V, ,, V, £ ,, 0 :cl .p C d C 0 d .p " ru "' C 0 .p C • "' / C 0 .p C ru "' a, C • C, / --' " u "' w " " D u / "' C, :< p / 0 C, EXISTING TREE LEGEND --I. 0 CX> -I I )> < m (/) m (. ;i ,] IJ I:; ! (+--0 SIGNIFICANT TREE -OFF SITE TO REMAIN THOSE IN R.O.W ARE SHOWN WITH DRIP LINE. SIGNIFICANT TREE -ON SITE TO REMAIN SHOWN WITH DRIP LINE SIGNIFICANT TREE ON SITE TO BE REMOVED NON SIGNIFICANT TREE ON SITE, TO BE REMOVED MOVE SIGNIFICANT TREE ON SITE FROM HERE. MOVE SIGNIFICANT TREE ON SITE TO HERE, TWO WEEPING JAPANESE MAPLES REMOVE OFF SITE BIRCH I - @ Tree# Species 101 Birch /Remove) 102 Flowerina Plum 103 Flowerina Plum 104 Flowerina Plum 105 Flowerina Plum 106 Flowerina Plum 107 Flowerina Plum 108 Flowerina Plum 109 Flowerina Plum 110 Flowerina Plum 111 Flowerina Plum 112 Flowerina Plum 113 Doawood 114 Maple 115 Flowering Plum 116 Flowerina Plum 117 Flowering Plum 118 Flowering Plum 119 Flowerina Plum 120 Weeoina Japanese Maple 121 Flowerina Plum 122 Weeping Japanese Maple 123 Maple 124 Maple 125 Maple 126 Redwood 127 Redwood 128 Redwood 129 Redwood 130 Redwood 131 Redwood 132 Scots Pine 133 Deciduous Tree i I Totals ;-· .r·_f:'',; .. _ ( M '1 )"' DBH Retain Remove Non-Significant Off site Remove 1 O" 1 1 O" 1 12" 1 1 O" 1 1 O" 1 1 O" 1 1 1 O" 1 16" 1 16" 1 16" 1 16" 1 16" 1 - 6" 1 32" 1 12" 1 16" 1 14" 1 12" 1 18" 1 6" 1 1 O" 1 6" 1 Cluster 1 Cluster 1 Cluster 1 8" 1 8" 1 8" 1 8" 1 8" 1 8" 1 12" 1 8" 1 8 8 3 15 . ---,I/. EUCE E.XISIIWG ~fl 0, +----c- C C f 122 C ....•.... -~TP C Q C 1'2'o·v-,~-~ ~=····» ==±======'' ·:::--......~=============================="==' ==:J 1 ····~ PP/ UP TREE RETENTION/REMOVAL PLAN 1116" = 1'-0" 0 8 16 32 ---........ -----j I ....... l .. ' ' ·, I / / ........................ 1/' I / ..{/ ,/ I ! DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 1. TREE RETENTION WORKSHEET Planning Division 1055 Sout_h Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov Total number of trees over 6" diameter 1, or alder or cottonwood trees at least 8" in diameter on project site 'NL '2,!f trees ----~- 2. Deductions: Certain trees are excluded from the retention calculation: 3. Trees that are dangerous 2 Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas 3 and buffers Total number of excluded trees: Subtract line 2 from line 1: 0 0 1tt 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposings to retain 4 : 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 7. Multiply line 6 by 12" for number of required replacement inches: 2 ------ 8 (7) (78) trees trees trees trees trees trees trees trees trees inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) I inches per tree / trees I 9. Divide line 7 by line 8 for number of replacement trees 6: (If remainder is .5 or greater, round up to the next whole number) 1 Measured at4.5' above grade. £ A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by t\w City . . "-.", : pit,ic~) af_~_as_,_s~-~h,As wetla.nds, streams, floodplains €Jn<J pr.btected slopes, aresdefined in-RMC 4-3-050. Count only those trees to be retained outside of critical are-~s and buffers. 5 The Ci~y may re qui re modification of the tree retention. pla!"/ to erisure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the require·d nurnber of protected tree5 can_not be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6')tall, shall be plc1hted. See RMC 4-4-130.H 1.e.(ii) for prohibited types of replacement trees. 1 H :\CED\Data\.::orms-T erh :Jlates\Self ~He I r:i Handouts\PI arming\ Tree Retention War .<sheet.docx 08/2015 NO REPLACEMENT TREES NECESSARY >- (Il z 0 vi > w 0-- w f-- <( 0 0 z __J <( f-- t:: :,a [lJ :::J Cf) __J <( z (') a: 0 <!) ~ a <OJ "' J, ~ Gl-lA Lanclocape Architect• 1417 NE 80th St. SEAHLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 © GHA Lo.ndsco.pe Architects 2016 __J w 0 0 2 w er: ~- z ~ <( ci: er: _J ~:; <( 0 ~ cj Ul~ wz er:~ z w z f------w <( 0::: Ul <( w w 0::: f------ STATE OF WASHII\GION REGISTERC:D w (f) Cl) > <( z 00 n 1-- c_o z I'--w er: LA\IJSCAPE ARCIIIT[Cf _]W'_B,.(}..q,wn __ NEIL liJCHANAN CFRTIFICATE No. 51.3 PROJECT NO. DRAWING L 1 .. 01 SHEET J __ OF 3 29 ------i· l)~<J ~ :32 NORTH QUARTER CORNER OF SEC 32, TWP 23 N, RNG 5E, WM FOUND 2" BRASS DISC WITH X AT THE INTERSECTION OF SE PETROVITSKY RD AND 108TH AVE SE. (COR CONTROL 1866) CB 3 RIM=399.53 rn X ---; :0 C 0 rn 0 n C :0 (JJ N 390.73 S TJO. 83 m r-- m (Y') "SI' lLJ O • 0 ru I . -(\j (Y') -0 r J> I en "(J :r: J> ' I -, 24" CONC IE S 394.83 12"CONC IE N 394.93 12"CONC IE SE 395. 18 z I U)_ I IM· CB 8 lllM<'l98. 93 rn X -, :0 C 0 rn 0 24"CONC IE N 393.29 1; ! J> en "(J :r: J> ' . -, • ~I GJ ~1 ::E . ::r:: ~, I I • n C :0 (JJ 0 :0 0 cJ ' ' t ,) <I" en >-< 0 rn ::E J> ' ?': I 1 ~ . 11 11 r A portion of Boundary & Topographic Survey the NW 1/ 4 of the NE 1/ 4 of Section 32, Township 23 N., Range City of Renton, King County, Washington Basis of Bearing: 5 E., PETROVITSKY RD -~8 S88'18'52"E 2652.89' 32f33/ . -~---- GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) ,·LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. THE NORTH AMERICAN DATUM OF 1963/2011 (NAO 83/2011 EPOCH 2010.00) GRID COORDINATES WERE FOUND TO BE 165409.10 / 130301B.B2 AT AN "X" ON A BRASS DISC AT THE NORTH QUARTER CORNER OF SECTION 32. TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 1.0000106596 ANO THE GRID SCALE ~CB 7 I RI~~400. i2 I 12 CONC _ES 396.04 ' ,.,, Cl u:i w ld ·.,f ,, ,· w ' (\j - • ASPHALT ~ _( ~ ""' NORTHEAST CORNER OF 0) (T] SEC 32. TWP 23 N. RNG 5E. WM f---3 [;=j ~~~~~EC~~p~~Epi~¥E~~E~~~6~E6~' ~ ~ SE PETROVITSKY RD AND 116TH AVE SE. w (\J 0 ID tj . EAST QUARTER CORNER OF SEC 32. TWP 23 N. RNG 5E. WM FOUND 1·· BRASS DISC WITH X i ~ (COR CONTROL 1868) 32~ I • 2.B'N 2. 1 'N EXTRUDED CURB ~_L__.L_L,11---· . -· - --<I . • ~SPHALT I 3' HAND RAIL BUILDING 3' HAND RAIL FACTOR OF 0.9999644500 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. Vertical Datum: BASE: COR 2139: FOUND 3" BRASS DISC STAMPED "KC-F-BA 1993" IN LIGHT STANDARD BASE ON EAST SIDE OF 108TH AVE SE, IN FRONT OF AUTO SUPPLY STORE. ELEVATION 400.99 FEET (NAVO BB) City of Renton Control: COR #1B66 COR #186B .. 1. 2' N EXTRUDED CURB BENCH N=165408.B95 COR E=1303018.759 COR N=165409.097 MEAS E=130301B.B16 MEAS N=162674.212 COR E=1305612.474 COR N=162674.387 MEAS E=1305612.560 MEAS • 0.5'N 6' CYCLONE FENCE PICNIC TABLE CONCRETE ASPHALT /I / ( • ! I\ ASPHALT 1\ ' ·1 I :OJ_ • ; •:O ,rn I ? :?;:; 1 ' '' l. · 8"CONC IE N _40 . 41 I: 8 "rff1J'li' IE " 40 :ig I ' .J .• i' ,.} -~J , J -T·-+;-~~ SSt4H/io RIM 0 4J0.56 0.3'N & 0.4'W \: . },_, .. , ?. w J> • I '.18" \ i iO'POWER {' w \ EASEMENT 11•. "'• . \ REC. NO. , · ~ ' \82051 1 ~·-·0.·552. \ ._ 26 I L . t---31 . I -. -------~ 1· l /\I_ •. I J m T,. -----1,'iB.1'.lT )f :;:.; ~ mi. I ~· < i ,,, .fw,dnl~I ·, ,,1, r,· £. ""'<> i _ i l _._ ..J .,. ' \(1;<'%· ' ' ~ ";<i i 1· \ ch . i-s ,,? ~ i w 1, m CJ SP i t,-.,.-! , IX O 5•1,1 'J2'. NJ L"':.J I·"" I -,:0 . ~l ,,, pl J::$. C) ,.. tf1,-,....)o, C: "Tl Ul w / ~ ~ ~ ~ • le;; n lb" fJF1,>i~ I ~ / §s I . ~ , rn 1 0 1 I/'\ Oi , 1 . 1 -1., I/ \ . a/ j 7 I tt ,-'j i-=,{ rn ;z I r l 'Tl rn z n rn SSMH i3 RCM~41126 8"CONC Ii: N Q 'f""NC T, [· c: u ... ~u "'" ,__, 39[), 73 / 39], 68 -· ::;:;, ~-, • W.M. • ' 'T] . ' ' 0 ' ::E ' fr. ' >-< z rn ' Description: PARCEL A: THE NORTH 120 FEET OF THE SOUTH 392 FEET OF THE NORTH SIX-TENTHS (6/10) OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32. TOWNSHIP 23 NORTH, RANGE 5 EAST. WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON: EXCEPT THAT PORTION THEREOF LYING WITHIN 10BTH AVENUE SOUTHEAST AS ESTABLISHED UNDER RECORDING NDS.8105220768. 791766 AND 6601867. PARCEL B: THE WEST 160 FEET OF THE NORTH 12 FEET OF THE SOUTH 272 FEET OF THE NORTH SIX-TENTHS (6/10) OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32. TOWNSHP 23 NORTH. RANGE 5 EAST. WILLAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN 10BTH AVENUE SOUTHEAST AS ESTABLISHED UNDER RECORDING NOS.6105220768. 791766 AND 6601667. PARCEL C: THE NORTH 12 FEET OF THE SOUTH 272 FEET OF THE NORTH SIX-TENTHS (6/10) OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 160 FEET THEREOF. Surveyor's Notes: 1) 2) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A THREE (3) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (TRIMBLE S-3) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED NOVEMBER 4, 2015, THE DATE OF THIS FIELD SURVEY. 4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 0037365-06. DATEDAPRIL 7, 2015. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. Legend: s FL ws REF UP TP PP/I PP/T HC FOUND MONUMENT. VISITED 11-3-15. = FLOW LINE = BOLLARD . ... GAS METER(GM) MAIL BOX (MB) WHEEL STOP = REFRIGERA'rOR = UNDERGROUND POWER LIGHT STANDARO(LS) POHER POLE (PP) = OUY WIRE ANCHOR(GWJ -TRANSFORMFR PAD = POdER POLE WITH LUMINAHF.: = POWER POLE WITH TRANSFORMER -LIGHT STANDARD DASE = HANDICAPPED PARKING STALL -SANITARY SEWER MANHOLE [SSMH) = TELEPHONE JUNCTION BOX (TJB) 0 = TELEPHONE MANHOLE (TMH) 0 SIGN 181 @ I.ii 0 G FF /\ = = = = = = = SIGNAL BOX (SB) FLAGPOLE (FP) STORM DRAINAGE MANHOLE CATCH BAS IN (CB) STORM CLEAN OUT(SCO) YARD DRAIN (YD) FINISHED FLOOR DE.Cl -, ' ,\ T _._, (SOMH) 0 I K 20 Scale: 1 '' 40 20' MAil 2 4 2'116 (\J tj (\J I 0 0 LfJ tj w f- [/J 3: UJ >- <( 3: LfJ 0 f-0 a: CI) om (L W<( z (.9 3: <(0 _J H -a:w z [I]::::, <( > HsriW f-tj _J ZO_J wow 3: tj [I] .. 1--u <( 1--z 0 u DRAWN BY: LN SURVEYORS. WOODS, PLS CHECKED:SW SEC 32 T 23N R 5E WM DATE: DEC 23, 2015 REVISED: PROJECT: 15-224 DWG NAME: 15-2246 SHEET REV. SHT-NO 1 OF 1 ..... 0 0) --I I )> < m (J) m D ru ~ ~ D ru C " ,: "' -a " :, a, • " :::: w " .., " 'C .., D ::: +' C d C 0 d .., ~ " "' C 0 .., C " "' / C 0 .., C • "' 0) C " lO / _J <[ u "' w ,: ,: D u / " lO :, '" / u cl 12g SB PP/ UP REMOVE OFF SITE BIRCH 1 O' PROVIDE 1 O' LANDSCAPE BUFFER ALONG STREET FRONTAGES AND NEXT TO EXISTING RESIDENTIAL DEVELOPMENT, PROVIDE LANDSCAPE BUFFER ADJACENT TO EXISTING BUSINESS USES ! .... ~ 70 SF PROVIDE 1 O' LANDSCAPE BUFFER ALONG STREET FRONTAGES AND NEXT TO EXISTING RESIDENTIAL DEVELOPMENT, PROVIDE LANDSCAPE BUFFER ADJACENT TO EXISTING BUSINESS USES CDC 78 SF ~NDSCAPE PLAN EXISTING OTTO LUYKEN LAUREL --- TO REMAIN, PLANT IN GAPS WITH NANDINA COMPACTAAS SHOWN, FIELD VERIFY QUANTITY AND SPACING PROVIDE 1 O' LANDSCAPE BUFFER -~ ALONG STREET FRONTAGES AND NEXT TO EXISTING RESIDENTIAL DEVELOPMENT, PROVIDE LANDSCAPE BUFFER ADJACENT TO EXISTING BUSINESS USES EXISTING RHODODENDRONS TO REMAIN NEW LOCATIONS FOR TREES120AND122~~~ EXISTING RHODODENDRONS AT-~ BASE OF TREE TO REMAIN FOR PARKING AREAS PROVIDE 15 SF OF LANDSCAPE PER STALL. 46 STALLS TIMES 15 = 690 SF OF REQUIRED LANDSCAPE, 914 SF PROVIDED. SQUARE FOOTAGE AT EACH PARKING LOT PLANTING AREAS, TYPICAL PROVIDE ONE TREE PER EVERY 6 STALLS. 46/6 = 8 REQUIRED TREES, 9 PROVIDED PROVIDE ONE SHRUB PER 20SF, 690 SF/20 = 35 SHRUBS LSBO .; " ~· (, C STREET TREES AND'· C LANDSCAPING H---1;=-f-----HEQUIRED WITHIN THE C RIGHT OF WAY C SF C Q C C REMODELED AND EXPANDED BUILDING -=r:. C '---~-,-~-----------,--~ .. ---~ ·.,J; -----:.::::::========================"'=" =====/ 1/16" = 1·-0 .. ru 0 8 16 32 EXISTING RHODODENDRONS AT--- BASE OF TREE TO REMAIN NEW PROPERTY LINE AFTER DEDICATIONS ON EAST AND WEST OF PROJECT, SEE CIVIL AND ARCHITECTURAL PLANS 1 O' 0 8 @ (§) 0 8 8 0 8 8 8 PLANT SCHEDULE QUANT BOTANICAL NAME 10 PYRUS CALLERYANA CHANTICLEER 5 TILIA CORDATA 'CHANCOLE' 8 THUJA PLICATA EXCELSA 32 ARBUTUS U. COMPACTA 37 ARON IA MELANOCARPA 'MORTON' 28 ERICA SP RINGWOOD WHITE 57 EUONYMUS GREEN SPIRE 31 HELICTOTRICHON SEMPERVIRENS 73 HYDRANGEA QUERCIFOLIA PEE WEE 9 NANDIA COMPACT A 14 NANDINA MOON BAY 41 PENNISETUM 'HAMELN' 24 POTENTILLA ABBOTSWOOD WHITE 99 PRU NUS 'OTTO LUYKEN' 45 PRUNUS LAUROCERASUS 'SCHIPKAENSIS' COMMON NAME SIZE SPACING COMMENTS CHANTICLEER FLOWERING PEAR 2" CAL CHANCELLOR LINDEN 2" CAL EXCELSA WESTERN RED CEDAR 6-8' COMPACT STRAWBERRY BUSH 2GAL IROQUOIS BEAUTY CHOKEBERRY 2GAL SPRINGWOOD WHITE HEATHER 1 GAL GREEN SPIRE EUONYMUS 2GAL BLUE OAT GRASS 2GAL DWARF OAKLEAF HYDRANGEA 2GAL COMPACT NANDINA 5GAL MOON BAY NANDINA 2GAL DWARF FOUNTAIN GRASS 1 GAL WHITE FLOWERING POTENTILLA 2GAL OTTO LUYKEN LAUREL 2GAL SCHIPKA LAUREL SGAL @) 38 TAXUS CUSPIDATA 'MONLOO' EMERALD SPREADER JAPANESE YEW 2GAL ~-:'] L':__'::J 20 ANEMONE JAPONICA 'ALBA' JAPANESE ANEMONE 1 GAL 24"0.C. 40 HOSTA X 'STAINED GLASS' STAINED GLASS HOSTA 1 GAL 24"0.C. 60 POL YSTICHUM SETIFERUM ALASKAN FERN 1 GAL 24"0.C. 150 ARCTOSTAPYLLOS UVA URSI MASS. MASSACHUSETTS KINNIKINNICK 1 GAL 30"0.C. 275 COTONEASTER DAMMERII BEAR BERRY COTON EASTER 1 GAL 30"0.C. 200 VINCA MINOR WINE WINE COLOR FLOWERING PERIWINKLE 1 GAL 30"0.C. ----- BASED ON AVAILABILITY SOME PLANTS MIGHT NEED TO BE SUBSTITUTED FOR SIMILAR GROWING PLANTS, TO BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER DECIDUOUS TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT NEW 72" TALL BLACK VINYL COATED CHAINLINK FENCE, REMOVE FENCE AT EAST SIDE OF PROPERTY THAT IS IN THE NEW DEDICATED RIGHT OF WAY. ALL SHRUBS AND GROUNDCOVER ARE DROUGHT TOLERANT, ONCE ESTABLISHED, NOTE SOME SPECIES ARE DRAUGHT TOLERANT WHEN GROWN IN SHADE AS THEY ARE ON THIS PLAN >- (I] z 0 (fl 5 w (l'. w f-- <( D ci z ....J <( f-- t:: :;;: CD :::, (f"J ....J <( z (_') a: 0 <O 0 N d, cl, ~ Gl-lA Landscape Architects 1417 NE 80th St. SEATILE, WA 9811 5 TELE 206.522.2334 FAX 206.526.5667 © GH.ct Landscape Architects 2016 _J w 0 0 2 w et:: ~~ z <( et:: => <( f-- Cf) w et:: z <( Cf) <( w c.n G) > <( __c z --1-' <( CfJ <( _J 0 o__ 5 ,-- w o__ z <( u 00 u! n f- Cl (D z z <( I' w _J 0:::: --- MAR 2 4 2016 STATE OF WAStllNGION :~EGISTEREC LANCJSCAPF /1RCHITEC I ')"\ A B I ~----~1Mtrl- NEIL BUCHANAN CERfl~ICAW No. 513 PROJECT NO. DRAWING L 1. 02 SHEET 2. __ 0F 3