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HomeMy WebLinkAboutLUA16-000782_Large FormatC) < I 1:r: L,J. '-·-c\) ... .J tL ,/ 0 " , ... r·,, ;.;. GENERAL NOTES: 2'-0""" 12 11 ~ 10 cp TYP . .;i''-L."4----E='0~-1--JL---"-EOcc_ __ JL.,_,,. ~ "'-6" 2'-0" '!/ OUIK BRIK 08-1~ • 3'-6" TYP.-/~GoOSE NECK ~.O.c..£,IDGE _. -~ ..L _ ' 1 ' • LIGHT FIXTURES 1 CLEAR ANODIZED 0 0 ~ 0 T T ALUMINUM STORE I I PREFINISHED ALUMINU~ FRONT WITH 1" OVERFLOW SCUPPER FASCIA. USE STANDARD r:;-,, 2' O" 2'-0"----.._ ~ "-;J. /. -FIRESTONE METAL TYP .P~-~r.--=Ec:::;O:,._ __ ,,IL---~r.ccEOcc__r._--+µ~JY P · CANOPY, MANSARD '!., 3'-6" , 3'-6"1 '-9' 1'-9" 3'-6" '!. 3'-6" 't. I BROWN , 1 T.O. RIDGE-""'- 1 SEE DETAIL 17/A6 FOR MASONRY CONTROL JOINT DETAIL 2. PROVIDE DRIP CAP OVER ALL MAN DOORS SEE DETAIL 1H/A8 3. PAINT ALL EXPOSED LINTELS & JAMBS TO MATCH ADJACENT BUILDING COLOR. 0~1~2:~~/~~-2----I'--4~~--,----.. --i--,....~14 / ~~~:~~.CT;P I · ACCENT BAND~, -~ ~~ /i B.O .. SCUPPE~A EL: 119'-3"'!"" B.O. SCUPPE~ ,,-· E·L:118'-11" INSULATED CLEAR I T.O. WIN.DOW-""'-' TYP OF (3) REF 3/A3. I COLOR WITH CLOSEST I LOUVER, SEE MECH.1 I DOWNSPOUT: SAFETY GLAZING I / E.L: 116'-s'"'f"'I TYP. , · 1 MATCH TO BUILDING I MATCH ADJACENT BEYOND-- 1 >--- 12 i.,...,-"" i....J.. I I 1:l --EL: 130'-2" 'r' 1...,..,--;J..-~ ~ .._ ~J.._..-----OUIK BRIK QB-1 4. SEE ELECTRICAL FOR SIGNAGE OPERATING TIME SETUP ,----.... , ,DOWNSPOUT/ _.d,. T .. ~ACC4E,.,NT_BANQ___. ~ -1/ BEYOND /. "YE:L: 122'-' QUIK BRIK QB-2 . / T.O. MASONRi-j COO~OR, TYP. COLOR TYP. I ACCENT BAND . / r. EL: 123'-4" -SCUPPER, TYP. OF (3) ~ QUIK BRIK QB-1, GOOSE NECK LIGHT TYP. ) / REF S/A 3 , TYP TYP. FIXTURES, SEE ELECT. :.--~ ...-"'" ~ ... l T.O ACCENT.BAND_.ob_ ,-EL: 122'-4""f""" / GOOSE NECK LIGHT 5. INSTALLATION OF BUILDING SIGNS AND STREET SIGN BY SIGN VENDER, G.C. TO PROVIDE WIRING. REFER ELECTRICAL '-· ;~ ~ / T.O. MASONRY.Ah... r EL: 121'-4'/' .,,-/ SHEETS, TYP. Ill ' '. FIXTURE BEYOND 6. REFER SHEET A8 FOR PAINT COLOR KEY. _.d,. FIXTURE MOUNTING HT. /. ~ ~21c91/2'' TQ,CENTERLINEc:t"' ~ SIGNAGE, SEE 20/A4 LIGHT FIXTURE TYP., ;:'. BLACK MOUNT TOP OF ,.: FIXTUREAT10'-0" AFF~- ~i:_°1~~-~poRS QUIK BRIK QB-1 ~~-:1~0~~6~ COLOR LINE QUIK BRIK CQLORUNE EL:164'-0" DOWNSPOUT BEYOND / AJ:.O. CONCRETE "-.. 20'-4· ' "-'---DOOR & FRAM~ .J. II DD II (17) ~ .·. 5 l 16) 0 @ DD D (15) 0 . J. 0 ~~ .• T-4· ..._ 26 -8 '\ 1, 26 -8" D. ~l~~~~~O~E METAL / CANOPY.MANSARD BROWN-----~ QUIK BRIK PAINTED PT-13 TYP. -EXHAUST \ ""---BOLLARDS, PAINTED "-ou1K BRIK QB-2 \_OUIK BRIK OB-1 PORT TYP. L~T-8 TYP 1 NORTH A4 SCALE: 1/8"=1'-0" OB-2 WITH DRIP CAP ELEVATION QUIK BRIK QB-1 ALL COLLECTOR HEAD, GUTTERS AND DOWNSPOUT. PAINT TO MATCH ADJACENT SURFACE TYP. C.J . @ - ( 12) 0 0 \. I, \_ STANDAR~, SECTIONAL OVERHEAD DOORS WITH CLEAR SAFETY GLAZING AND PRE-FINISHED BEIGE SOLID PANELS. -0 c .. ,. = @II liJ 11 11 0 ' DOOR & FRAME PAINTED PT-14 TYP. WITH DRIP CAP 8" ' ' ' • . '· .. , ' -j/®I~ ~ '--FIXTURE MOUNTING HT <lh... ~ '"' !21'-9 1/2" TO CENTERLINET --_ SIGNAGE, SEE 20NA4 © J J c'... T.O. _WIN.DOW <lh... II IKE ~ " EL 116'-0'"'!"' FIRESTONE METAL CANOPY MANSARD BROWN . T.O. WINDOW<lh_ EL: 11 O'-D'T .-----DOWNSPOUT BEYOND , ::CO:"'i'=ci t,QUIK BRIK COLOR. LIN_E-""'- ' :2;:2E3 EL: 106'-o'"f'""" ' • ~ LIGHT FIXTURE TYP, BLACK . I'\ MOUNT TOP OF FIXTURE AT I '\ 10'-0" AFF D.S. 17-0" I. / / L4-0 I I, '--FIRE KNOX BOX LcLEARANODIZED JI ALUMINUM STORE FRONT "ADDRESS" BLACK 6" WITH 1" INSULATED CLEAR VINYL NUMBERS ON SAFETY GLAZING. WHITE VINYL BACKER \ 1\ 6'-0" A.F.F. '----KEY DROP BOX PREFINISHED RED ~--QUIK BRIK QB-2 ~oPEN STEEL TUBE AWNING WITH TIE RODS AND TURNBUCKLE (TYP OF 2). PAINT PT-7 7. ANY EXTERIOR CONSTRUCTION JOINT, EXPANSION JOINT, AND CRACK OF ABUTTING DISSIMILAR OR SAME MATERIALS MUST HAVE APPROPRIATE PRODUCT APPLIED TO PROVIDE AN AIR, MOISTURE, AND WATER TIGHT EXTERIOR. REFER TO SPECIFICATION SECTION 079200 FOR PRODUCTS. GLAZING CALCULATIONS (BETWEEN 4' AND 8'): WEST ELEVATION. 63.9% TRANSPARENT GLAZING NORTH ELEVATION 69.5% TRANSPARENT GLAZING SOUTH ELEVATION: 4.5% TRANSPARENT GLAZING --------------------------- //~ ~, I ;.... :;...., ';... 2 3/4" 6 3/8" \ N <".> N 0 QUIK BRIK I I QB-1 I t FIRESTONE METAL 2'-0" ~ CANOPY, MANSARD TYP ·,;u.-,i'I---Ecc.0"-------1''----'Ec"Q,_ __ ....;,.L+· TYP. BROWN ------._ ~3,_6,, ~3,_6,,1'-9" 1'-9" 3,_6,, ~3._6,, ~ 2'-0" DOOR & FRAME ~ PAINTED PT-14 TY . WITH DRIP CAP CLEAR ANODIZED T T ALUMINUM STORE I T.O. WIND0~1 9 PREFINISHED ALUMIN~ FASCIA. USE STANDA~~1 1 COLOR WITH CLOSEST 1 II/ ~ ~ ~ _;JJ::· ~-::·-l<l \I I '"··:::~=/ I I /-' · I I ., / I : / .,~:~ < : I I ? I .0. RIDGE L: 130'-2" OSE NECK LIGHT FIXTURES, SEE ELECT. SHEETS, TYP. ---~ I QUIK BRIK QB-, ACCENT BAND 1 DOWNSPOUT 1 BEYOND I I EXHAUST FAN, SEE I MECH. MATCH ADJACENT COLOR TYP iNRs~~:~6Hc~-~AR J/-~roE~A~~~~Y j SAFETY GLAZING./ EL:123'-4"-'-s QUIK BRIK QB-2 ACCENT BAND- I MATCH TO BUILDING COLOR, TYP 1 DOWNSPOUT I BEYOND T.O. RIDGE <lh... ---. -ECi2s'-63i4'"f'""" QUIK BRIK QB-1 : 1/2" STEEL PLATE '·' '/ : 1 PAINT PT-7 · / 1 l REF STRUCTURAL / . . / \ I 11/2" WATER DRAINAGE EIFS ON 8" \ ENLARGED VIEW: NTS / :~~E~T~::~~~MU ~--------------------~~~~:~ous QUIK BRIK QB-2 / 1 T,~MAS0l:!,RY.....b_1 '-s ACCENT BAND r EL: 121'-4"'r' . QUIK BRIK QB-1 ~i:.°1~~,~~NT BAN~ QUIK BRIK QB-1 GOOSENECK LIGHT '--. FIXTURE BEYOND A.£1XTURE MOUNTING HT. . ,, -V 121'-91/2''TO CENTERLINE-=- SIGNAGE, SEE 20NA4 - FIRESTONE METAL CANOPY,MANSARD BROWN, BEYOND-__,.- -' Co QUIK BRIK QB-1 .J 2 - '-----CLEAR ANODIZED ALUMINUM STORE FRONT WITH 1" INSULATED CLEAR 10'x13' GREEN SCREEN FIRE KNOX BOX 6'-0" A.FF ® GAS METER PAINT .,~-. ---·-'---·· S0UTH .. ELEVATIGN-SAFETY~~AZlflG __ _e, ___ ~-~·-E,Ui:CTRIC METER PAINT TO MATCH BUILDING FIRESTONE METAL·CP.NOPY, MANSARD BROWN TO MATCH BUILDING A4 SCALE: 1/8"=1'-0" 8" J'~ {;) FIRESTONE METAL ROOF, (Bl • I Y MANSARD BROWN--, QUIK BRIK QB-1, Y ...d,. TEL0: .1R291D,_G6 E3. 14 ,,. _. -i=J++:i=le:=1=!::+=++:i=:i=i:=i::+:+:+;++=+=i=+=++++=+=i=+=++++=+=ii=.=i::q:+:i=U::=+=+~ TO RIDGE-""'- 'VE ;i I"-I'\ 1 i r OUIK BR1JZtB~;9'-6 314 ,,s;pr _.d,. TE 0. MASONRY -,:r1:L: 1is'-4'' ~?1 ~~~~NT BAND EXHAUST FAN, SEE MECH. MATCH ADJACENT COLOR TYP. LIGHT FIXTURE TYP., BLACK MOUNT TOP OF FIXTURE AT 10'-0" AFF QUIK BRI K QB-1 ' FIRESTONE METAL CANOP MANSARD BROWN ~~1~0~~6~ CQLOR LINE 8" ·= / . "'110/ . / . ' 9 . ' ' ' ' ' ··~ • '\ I/ ACCENT BAND . '· /n QUIK BRIK QB-1 r \_ GOOSE NECK LIGHT FIXTURE BEYOND SIGNAGE BEYOND ~ J FIRESTONE METAL CANOPY, I ~MANSARD BROWN QUIK BRIK COLOR. LINE <lh... EL: 106'-0'~ DOOR & FRAME PAINTED PT-13 TYP. WITH DRIP CA AJ:E.O. CONCRETE --y1 L: 100'-0" 2'-1'. / 27'-4" ,. 26'-8" 2'-0' ~ OUIK BRIK QB-2 ,l<--,f-----,,.L..--"'--"'----------,1<-----+--------""-"'------,,i'--,,,(, OUIK BRIK QB-2 - ________ _,,.,., 12' O" ' - , 11 '-5 3/8" ·1 1 ' ' "' j Q~oLP@0u®w®f "' I"-- ' N ~-=-@@[jlj]C"l!a~ &IW'TI'@ @&!Rl[i't ,,.--- ~ ' ' N ' ' ' ' ELEVATION MONUMENT SIGNAGE ®~~~.~.~~.E DETAIL ' LOUVER, SEE MECH. MATCH ADJACENT COLOR TYP. ALL SIGNS AND NECESSARY SUPPORT BY OTHERS CONTACT AGI SIGNS FOR COORDINATION BOBBY WILCHER 865-692-1242, EXT 269 PREFINISHED COPING TO MATCH WALL----~. 8" QUIK BRIK QB-1 FINISH GRADE CONCRETE FOOTING, REF STRUCTURAL 2'-0" , SECTION TREATED WOOD BLOCKING / QUIK BRIK QB-1 C. = ® -8 . T.O. ACCE_NT BAND-""'- EL: 122'-4"-'r' QUIK BRIK QB-2 ACCENT BAND QUIK BRIK QB-1 i------DOWNSPOUT BEYOND . -.T.O .. GREEN. SCREEN . ..__ EL: 110'-0'T . OUIK BRIK COLOR LINE <lh... EL: 106'-0'"f'""" '!,lff------QUIK BRIK OB-2 PAINT PT-7 ---------REF STRUCTURAL , . SEALANT. COLOR TO MATCH EIFS _.d,. CL.STEEL PLATE r,jfll::;a--__ ,p-jcL =116'-0" .1 STEEL PLATE STEEL TUBE BEYOND PAINT PT-7 --~ GALVANIZED STEEL TUBE. PAINT PT-7 REF STRUCTURAL ,As:L __ STEEL TUBE_ "YE:L =113'-0" 2'-11 3/8" REF STRUCTURAL STEEL PLATE PAINT PT-7 REF STRUCTURAL 8" SMOOTH FACE CMU STEEL PLATE REF STRUCTURAL QUIK BRIKOB-2 QUIK BRIK QB-1 16'x10' GREEN SCREEN 16'x10' GREEN SCREEN QUIK BRIK OB-2 CLEAR ANODIZED ALUMINUM STORE FRONT WITH 1" INSULATED CLEAR SAFETY GLAZING. LIGHT FIXTURE TYP .. BLACK MOUNT TOP OF FIXTURE AT 10'-0" AFF BACKER ROD AND SEALANT ALL AROUND STEEL TUBE. COLOR TO MATCH EIFS :9-'--81"-EEl TLJBE-AV'JNING SECTl8N 8" -~· I QUIK BRIK QB-1----, • 14'-0" ~ 14'-0" 1'-9" 1'-9" 3'-6" ~ 3'-6" {1 . (~ 3'-6" ~ 3'-6' i • A 1'-6 7/8" " 8" I; ~ A T.O. RIDGE ""V°E L: 130'-2" -~ ---rtTT--r1rr11-rTT11-rTT-n-rTT-,-rrrTT,l-rrfrr-r:l::;..+,;;;:l-i-,tr,,hrt,,,J-lri/ \ 1, c.2. LL J..J..-1 r...i...L::,,-...t;;::1 t/1~ V CLEAR ANODIZED ALUMINUM STORE FRONT WITH 1" INSULATED CLEAR SAFETY GLAZING. FIRESTONE METAL ROOF, ,_ MANSARD BROWN --~tt'r"'I A.I O~MASONRY "YE:L: 125'-4" GOOSE NECK LIGHT FIXTURES, SEE ELECT.SH,4E~ETS, TY.P._JA. AJ: O~Wll:!,DOW -V EL: 116'-0" SIGNAGE SEE 20NA A.J.O~Wl_l,J_DOW ----,., EL: 110'-0" ~~1~0~~6 ~ COLOR LINE LIGHT FIXTURE TYP., BLACK MOUNT TOP OF FIXTURE AT/. 10'-0" AFF-----~ II " ' " AJ:.O~CONCRETE ...,,-J"L: 100'-0" 2'-,~ / 26'-8" CLEAR ANODIZED ALUMINUM STORE / FRONT WITH 1" INSULATED CLEAR SAFETY GLAZING.-------~~ II lit E 1 '-4" @ " 16 WEST ELEVATION A4 SCALE: 1/8"=1 '-0" 22'-2 15/16" estone E E AUTO CARE'M PIN MOUNTED SIGNAGE, TYP. [2g 30" WEARABLE LETTERSET BUILDING SIGNAGE -~~ ~~~~ OUIK BRIKQB-2 ACCENT BAND ~ -~..JI.I ~ .J. C.J.c; -T.O. ACC_ENT BAND <lh... -- F 1 '-4" ® \ \ 1 ""-EL: 122'-~ ,_ '-i .,G ~ OOSE NECK LIGHT '-c:,.1 FIXTURES, SEE ELECT. . SHEETS, TYP ~ "-_FIXTURE MOUNTING HT. <lh... ff"-.. 12S1· 1 -9 1/2" TO CENTERUNET I'-.. I '-.__ GNAGE BEYOND QUIK BRIK OB-1 T.O. WINDOW<lh_ EL: 110'-0'T \ 27'-4" \ 2'-01;~ ' \1_ FIRESTONE METAL L CLEAR ANODIZED ' • ""--"ADDRESS" BLACK 6" CANOPY, MANSARD ALUMINUM STORE FRONT VINYL NUMBERS ON BROWN WITH 1" INSULATED CLEAR WHITE VINYL BACKER SAFETY GLAZING. QUIK BRIK A4 SCALE 1/2"=1'-0" AT SIM. CONDITION, INTEGRAL COLOR CMU SHALL BE EXTERIOR BUILDING MATERIAL. AWNING COLOR: "MANSARD BROWN" BY FIRESTONE BUILDING PRODUCTS SHEET METAL FLASHING. PROVIDE REGLET AND SEALANT AT CMU JOINT. PAINT TO MATCH CANOPY -----~ A T.0. CANOPY._ _ _ _ ...,,-J"L: 113'-0'! STANDING SEAM METAL AWNING W/ CONCEALED FASTENERS. PREFINISHED ON BOTH SIDES-....____ 11/2" SQ. x 1/8'' PANEL SUPPORTS @ 36" OC PAINT TO MATCH AWNING COLOR ------c,9'7"'-<~ AJ3 O~CANOPY _ "YE:L: 110'-0" 4'-5" -------------. / ', / ' / ' I \ I I I 3/16 I I I I I I I I I : ~ : I \_"':) I I I I I I I I I \ I \, FRONT VIEW / '-.. ______________ ~_,., L2-1/2" X 1-1/2" X 3/16", 4" LONG. WELD (2) TO ONE SIDE OF TUBE FOR ATTACHMENT TO WALL, TYP. SEE FRONT VIEW FOR WELD 1/2" DIA THROUGH BOLTS WITH BACKER PLATE ON INSIDE OF CMU WALL THROUGH FULLY GROUTED CELLS EXTERIOR LIGHT FIXTURE, REF ELECTRICRAL STEEL LINTEL. SEE STRUCTURAL ALUMINUM STOREFRONT FRAME I 10 METAL AWNING SECTION SCALE: 1/2"=1 '-0" ' " C}JJ) . c:..:, ci.: SI ll'ULATl::JN OF f{rnS[ IHIS DRA',•,rnr. WAS ~RrPMirn FOP USE ON A ~f'ECIFIC SITE AT RCNTON WA CONTH-IPCRANF,'J%L Y ','.1TH ITS ISSIJF D.ATE ON 1/18>~0 IU AND IT l:i NOT ~l.'IT/'.RLE FOR USE ON A DIFH,K~NT PROJ~(;T SITE OH AT ALA"llcH IIME. u~r m-IHIO UH".WING FOf' REFEkCNCE OR rXAI/PLE ON ANOIH[R H{·:JJCC I HECUIRFS THE SEP.VIC[S or FR·JPrnL ~ LICFNSED />.RCHITECE /\NI) ENGINEERS RFPROUUCTIONOFTHIS DP,'.'/l,1MG rG/1. REIJSic ON t•NOTHFR FROJP";T IS ll{JI AUTHORl<'.CU ANU 1.'AY EE GONTRA/n IU !HE I A\/',• w 0::: 0 ·~ Cf) u <( u LL s w z I- LL. w _J 0:::: w w z :=) -, (0 ..- 0 N w Cf) . w > <( :::r: l-oo C) '<'""" ~ z 0 1-z w o::'. JAN 2 5 Ztlil ,CIT'/ Ol' il'fa~"iON pLANNll'IG Dl\/1$101'-l ISSUE BLOCK PROPERTY NO.: 166515 6 DIGIT NO. 782028 4 DIGIT NO.: 31 GG AOR PROJECT NUMBER: 1555095 TO PERMIT: DATE: 11/18/16 TO BID: DATE: TBD SHEET TITLE: EXTERIOR ELEVATIONS & DETAILS SHEET NUMBER: A4 ' ():1 :3 ;s. n ··L ____________________________________________________________________________________________________________________________ _jl~=======~ D__ ,-_,. "'-.~.•), .. - qu1KBRIKC1B•1 -4..I.O. R ID GE . . -V-E.L : 129~.3i4". OOiK BRIKQB-2 Ace ENir l:\AND A]',O,_ ACCENT _BAND "VEL:122 '-4'--"""'· . ''----·- . ,I. FIXTLJRE tolJ NTING HT ·•· /; '"Vl2 r -g 111·1Jo _cEN TERUNE...., $tG l',JA,G E, SEE ZQ/A4-~- LIGHT FIXTURE TYP ;, BLACK MoUNT TOP OF FIXTUREAJ 10'-0 " AFF -iH.if-t~~pORL ,-. -. QUIK BRIK QB-1----- QWKBRIK :COLO'.R LINE EL:l'06tll'' -. -. -. - QWK_. BR IKCO LOR LINE _. EL104'.,0" . .. . . DOWNSPO UT BEYOND cdr. I 9_~c.o_·2!:J_. QRET_E _ "VEL: 100•;0•1 FIRESTON~: MElAL C.\INOPY,· MANSARD · BROWN ----~- 1 NORTH A4 SCALE: 118"=1'-0'' EQ jo 2~." TYP. . GOOSE NECK r cp I -. ''"'" -. PAINTED PT-13 TYP. WITH DRIP CAP ELEVATION LIGHT FIXTUR ES , 1 SEE ELECT. I SHEETS , TYP. ./i · DQ~§POUT/. B.O.SCUPPER BEYO ND. . r .. -. .,,., "'" .. . . . . .• / . .. El: ,18 .-1.1 · QUIK B RIK QB-1 2\01' . FIRESTQN E,METAL GANQPY ,MANSARD BROWN . . .Q!.JO.J<IDGE_. _ • ,;,...._.,,..--~~--...;,~--~---,1<.-'..;rcTYP. © 0 · 1 ou·1K BRIK I Go&J38t[K LIGHT FiXTURES., is EE .ELECT. EETS TYP , .... T._o __ :.A_CCENT SANQ..,__ EL: 122'4• , GOOSENEC K LIGHT . ·\.,__ .F!XTURE I\EYQND . cd,..EIXTURE.MOUNTING HT. . · ...,,.-.r21 '-917i"TOCENTERLINE--i.,f . SIGNAGE; SE E 20NA4 .,A,, t O_. GREEN SCREEN "VEL,: 11:i~co"· -· -~ ' . ,• . FIRESTON EM ETAL CANOPY. MAf:iS AfID BROWN. BEYON P- ~~-.1~0-~~b .. ~-COLOR LIN E . _ QUI K BRIK COLOR LIN E . EL:104"0'' ~ ·-. . · - "l)OlA'NSPS(JT BEYOND -.d. T._9.c..CONCRETL..._ "°VEL: 100',Q" Ql)IK BRII< 08'2 ,--.c. I 1QS.{ . I :OU!K BRIK QE!-2 jAC QENT BAND I , j DOWN$POUT 1 BEYOND All COLLECTOR HEAD , GUTTERS AND DOWNSPOUT. PAINT TO MATCH ADJACENT SURFA CE. TYP 8 I · DOOR & FRAME . 0 Pf',INTJ=D PT;1 4 TYFI. 'IVITH D_RIP C('.P I . • . . . • . I ···•••• DOO RS WITH ClEAR SAFETY GLAZING AND PR EcFI NJSHED BEIGE SOLID PANE LS . (El 0 CLEAR ANODIZED I . . . . 1 ·· PAINTE D PT.14 TYP . E FRONT WITH DRIP CAP WITH 1" INSULATEl)CLEAR SAFETY Gt.AZIN.G. . . OPEN STEEL TUBE AWN ING WITH TIE RODS AND TU RNB UCKLE (TYP OF 2). PAINT PT -7 0 I I © .•. · ... -~10 .P. REFINISH_.· .ED. ALIJMINU . I FAS CIA:. USE STANDAR D , COL91'< WITli CLOSEST 1 ALU. MINUM .. S_TORE 1 .. T.0,WINDO .. V:J...,,h.· 1 fRONTWITH1" 1 _r EL:.116',.S"'f'"f INSULATED CLEAR ·1/ .A._T.O . MASO NRY SAFETY GLAZING./ ""f EL:123'-4'',-. ~, QUIK BRIK.08-2 I ACCEN T BAND ! I MATCH TO .BUILDING COLO!'<, TYP. !oX HAUST PAN' SEE I MECH.MATCH ADJff.;ENT COLOR I T YP . QUIKBRI KQ8'2 / , 1 T,O,MA$0. N_ ~'Llb_'i" ACCENT BAND C EL: 121''4"'!""' . I DOW NSPOU T . ' BEYOND I / _e ___ SOUTH ELEVATION '--EU;CTRIC METER l?AJNT ---·-TO MATCfl BUILDING 16'x10' GREEN SCREEN TO. MATCH BU ILD ING FIRESTONE METAL CANOPY, MANsARDBRoWJ<r---··· ~ -·-· STORE FRONT WITH 1" INSU LAl'ED CLEAR SAFETY GLAZING. ----- A4 SCALE: 1/8"= 1' -0 '' cd,. T.O . .RIDG!o "VEL': 12il~,$ 3/4" A T.O. MA_. s_·· QNRY_. "VEL:,125~4" . . .. ~E+~~~~NT BAND .. ~HAUST FAN,_ SEEMEQH . Ml}TCH ADJAC.ENT COLOR TYP ,-----~- LIGH T FIXT URE TYP ,, BLACK MO UNT TOP OF flXTIJRE AJ'. 1 DC,O'' AFF Qt:JIKBRIK QB-1 -..__ FIRESTONEME;TAL .CANOP MANSARD BROWN ~8l\'-o~~6~·coLORUNE DOOR& FRAME PAl!'llED PT-13 TYP, 'vV I.TH DR IP CA . A J.Q,. _CONC RETE "VElfTOO'=lJi -. QU II< BRIK QB-2 -. FIRES tONEM.ETALROOF, MAN'SARD BROWN-~- @{EAST) ELEVATION 12'-:01' 11 '-5-318" ~ "' -.1r,_.estone -.illi{COMPLETE AUTO CARE " ~· ~ ·' V , .. N '.E.LE VATION MONUMENT SIGNAGE 20 SIGNAG.E DETA.IL A4 .· ,· SCAL.E:.114"=1'-0" All SI GNS AND NECESSARY SUPPORT 1 BY OTHERS. CONTACT AGI SIGNS FOR CO ORDI NATIO N: BOBBY WILCHER 865-692-1242, EXT 269 PREFIN ISHl=D COP iN G TO MATCH Vl'ALL ----~ 8" ou iK BRIK QB, 1 . ~ ·-. -ELi1~9~~°;4~. QUIK BRIK QJl-2 ACCENT.BAND QU IK BR IK CiB-1 GOOSE NECK LIGHT FIXTURE BEYO ND 0SIGNAGE BEYOND FIRESTONE METAL CANOPY, MANSARD BROWN _. QUIKBRIK COLORUN_ E..b._ EL: 106'-0 '"'f"" QLIIK BR IK 08-2 TREATE D WOOD BLOCKING 8" -<HE,~:~ . --rr FIRESTSNE METAL ROOF , MAN$ARD BROWN --- cd,._I:O : MASONRY -V-EL125'4'; -' -' -. - GOOSE NEOf< LIGHT FIXTURES, SEE . ELECT..SHE ETS, TYP , -4H @/7J~~ow --·· SIGNAGE, SEE 20A/A4 cdr.T_ 0 , WINDOW _ "VJ:L: 1_10'-0" .zlo_QU IK BRIKCOLOR L)NE_ YEL: 106'-0" LIGHT FIXTURE TYP., BLACK MOUNT TO P OF FIXTURE.AT . Hl'-0' AFF-----......1 .zl.J'.O_ . CONG_. RETE _ _ -.,:,·EL: 100'-0 " CLEAR ANODIZED ALUM IN FRONT WITH 1' INSULATEDCLEAR 0 SAFETY GLAZING. -------1---! OUIK BRI K QB -1 16 WEST . ELEVATION A4 . SCALE: 118 ."=l'-0" 14'-0" CANOPY, MANSARD BROWN V INYL NUMB ERS ON WHITEVINYL BACKER ® I . KEY ' PREFINISHED RED ~-~QUIK BRIK OS.;! T.O . RIDGE_..b_ --. -. -EL:· 12 9.~-f3'314"T ~-QUIK SRIK QB-1 _. T.O. ACCE_. NT ElAND_1 .ob._ EL: 12)(('-4 ·T ----QUIK BRIK 08-2 ACCENT BAND ---~ OUIK BRIKQB-1 -----POWl',JSPOLIT BEYOND . T,O. GREEN_ , SCREEN_..b_ EL: 110''0."T . Ql'Jif( B.RIKC OLO R LINE_..b_ __ ·· , EL:'106'-0"T ----QUI!{ BRlf< Ql3>2 ----16'x1 3' GREEN SCREEN 1'-6 7/8" . ALUMINUM STORE FRONT WITH 1" INSULATED CLEAR SAFETY GLAZING. · CLEAR ANODIZED ALUMINUM STORE FRONT WITI-f.1" INSULATED. ClEAR SAFETY GLAZING OIJIKBRIK QB-2 AC CEN T BAND TO .. ACC _loN_ T BA_N_·.Q_ . ..b_ · .. · rJi.-EL 122'-4""1"" · GOOSE NECKLIGH T . · ·"" FIXTURES , SEE ELE CT. SHEETS , TYP .. ··.,,,,__. FIXTUR E MOUNTING HT._..b_ . 121'-9 1/rfo CENTERLINE.'!"" $1GNAGE BEYOND . _T.O 'vV_ 11\JDOW ..b.._ .EL: 11 O'-O'c,;pr FIRE KNOX BOX 6'-0" A.F.F. QUIK BRIK 08-2 "A DDRE SS"BLACk 6'.' VINYL NUMBERS ON WHITE VINYL BACKER -----------------------------------------------------------~-------·-------------------------------·-----·-· QB-I I "PROMENADE BLEND" PT-12 I "RED BARN" SW7591 ' ' I I "MANpARO BROY'fN" FIRESTONE BU ILD1NG PRODUCTS GENERAL NOTES" 1. SEE DETAIL 17/AB FOR MASONRY CO NTROL JOINT- .DETAIL 2. PROVIDE DRIP CAP OVER All. MAN DOORS SEE DETAIL 1 H/A8 3. PAINl ALL EXPOSED LINTELS & JAMBS TO MATCH 4 .. s1°itt~:+~g1~~ii~?~3!GE OPE.RATING TIME SETUP 5. 1f1STALLATION OF BUH.DIN<, SIGNS AND STREET SIGN.B Y SIGN VENDER , G.C. TO PROV IPEWIRING . REFER ELECTRICAL, 6. REFER s \'j EE T AB FOR PAI.NT COLOR KEY . 7. ANY EXTERJOR CONSJRUCTfON JO!Nl,'EXPANSIQN JOINT, 11N'D CRACf< OF ABUTTING.DISSIMILAR OR SAM,E MATERIALS MUST HAVE APPROPRIATE . PRODUCT APPL IED TQPROVIDE AN AIR, MOIS TURE , AND WATERTIGHT EXTERIOR. REFER TO . SPECIFICATION SE:CJION 079200 FORPRODUClS. OB-2 I "EARTHTONE " PT-1.31 "TOASTY" SW6095 ! 1· 6TFi.JI..ATION OF R'=USE TIHS !}RA~ll'jG.Jo'\fAS P~EPARED FOR USE (}N A SPECIFIC SiTE AT RS,.'f()!-1. W1t CONTB.lf'OAAt.EOUSLY WITH ITS'!SS'll'E DATE OM 1 inSJ:1016 Allio JT ,IS Not: S\IIT.i.Bl!< f'OR !JS" CM A D1~R8'ff ?RoeECr SITE 01'1 AT_~ ~TeR"Tl1A.E. USE 01':TI-ll S QRA\IV~. FQ R REfS<ENCE OR la)(,,;Mf'!.£ 00 kJOTI-llaA PRci:ECT-REQUl RE,l niE SERVICES OF e ROPE/ll. Y ijCEN%1)-~HifEcTS AN{)' ENGINEEf.lS .. RB'RQOUCTIOt-1.0f'Tl-ll S ~~~l~~~g~~r~~Ml,Y_B~ Com:MRl'-_TOTflE LAW; . w a::: 0 I- LL ·t-w Cf) _J w I Cf) (.) Ct:: w ~ <( w > <( (.) w I - LL :z I-z => co 0 s ,-:, 0 ...-.... (0 co z w 0 ...-co w z C) N . t'---0::: ...- RECE IVE D JAN 2 5 2D/7 CITY OF RENTON PLANNING DIVISIO N ISSU EBlOCK PROPERTY NO.: 6DIGJTNO.: 4DIGITNO.: 1.66515 782028 31GG AOR !'ROJECT NUMB~R: 1555095 TO PERMIT:. DATE • 11118/16 TO BI D: DA TE : IBO SHE.ET TITLE: EXTERIOR ELEVATIONS & DETAILS SHEET NUMBER: A4 0:, I ·, uJ • <[. " '·' LJJ .. CJ C C' , .. ""·' fj) +-' u (G J?., 3/4" THK. X 4'-0" H. PLYWUOD BACKING FOR MOUNTING TELEPHONE/ ELECTRICAL EQUIP. FIRE RISER---~ 5'-9 314" 7'-8 718" LINE OF AREA TO KEEP CLEAR FROM ELECTRICAL ITEMS- PAINTED SAFETY YELLOW BY GENERAL CONTRACTOR REFER TO SHEET N1 FOR STRIPING CONDITIONS 9'-1 1/2" SHOP TOILET 2 5/8" 5'-1 718" 7 1/2" !',.-a--;- f, · .. i " • . ' T-6 1/4" 2 5/8" 11 518" MS3 ------; WATER HEATER, SEE PLUM Bl NG MS5 REFER TO SHEET N1 FOR ._.....:~•D ;:: -..\\ i)., \ I J I C-----1------B'REi(k j [l'. ..J u ____________ _ S-, C 'O,, MS5 STRIPING CONDITIONS---' Ci.. 1 '-6 3/8" a, ' "' SIM. • ' ' AREA ~; cLE/',N UP / . . AR'EA______ -[]QI:) SHELF CHANGING AREA 1'-6 3/4" 4" DIA. STEEL BOLLARD. TYP OF (2) r-:ro:ri IiHELVES' ABOVE ~ V ~ MS2 ;; ABO:_-E::__;,_' L-'"==~-- l]Q[] 1•J4i• ____________ J REFER 14/A.6.1--~ --nt~J \..__0-/--'-.. ---:--1 ---------------------------------- . '· I ' • 2 A1 ! I ! 1~1-+.:..:._-JI ~-ROOF ACCESS LADDER L__L-"-REFER TO 2'-3" SHEET N1 FOR STRIPING CONDITION ENLARGED PLAN SCALE: 1/4"=1 '-0" OFFI E SIGN 1 '-6" CLR., ' i L<Jc__ _ __J OF Fl CE ; UQLJ • MS2 . ,· .:,; ', MS2 PHONE BOARD ---+'et' -IT-ELEV REFER 'IT' CLOSET IJTIJ 10/A.7 CUSTOMER SHOWROOM [I@] MS3 AREA OF FIRE SPRINKLER SERVICE----- ALL LOCATIONS AND DIMENSIONS ARE CRITICAL IN THIS PLAN. ADA CLEARANCES ARE TO BE VERIFIED PRIOR TO SETTING FINISHES. BACKFLOW AND DOMESTIC WATER ELECTRICAL SERVICE - CHAINLINK FENCE POST HANDSINK SOAP DISPENSER 5 E 2" MS6 Ci.. Ci.. 4'-8" LARG A1 SCALE 1/4"=1 '-0" SERVICE. SEE PLUMBING SHEETS----~ SEE ELECTRICAL---- 2" PLYWOOD D PLAN $ GAS SERVICE. SEE PLUMBING ~ KNOX BOX SHEETS \ LOCATED PER FIRE DEPT. IF REQUIRED, 154'-0" I ,~ ENLARGED PLAN /2\ ,i'-• _____ _c_20,,_'-4='-"--------,!"'--------'1"-9'-=-4,_" _____ ,l/'"--------=-25'-''-:.:,4c.._" _______ -F-+--1c,3c.::'-,,_8'_' _o_v_E_R_A_,L,f-L _______ _,2"'5c:'-4c,_" ____ --',-\_\-"'_.,/\Ll._"-5':.:,-4,_"~l"'c3':.:,-4,_",l'----1---/--l-/,"7-='-.._4'_' ____ ___,,c__ ____ 1,.c6>,:'-!!_0'_' ____ ,,___<6'_:'-:"8_"_-.,.J_:J,!-1'-4" ·i---4------1~----[17,-z--z-~-=-z--z-z_z_z_~--=-z_z-_z:._z=-z--~-=-z_z·~· -1 '7. ~·;z· z-·===-======-===z:::1;~~ ------. -\r),\~ ~'~ 1 ;;: /·-·-·-·-·-·-·-·-!;1----c7--~~-----~,-=-~~~~;~i / ~{-:-~----· -· ....... -.. o,· . ; . , " ~ 11 f'\ f'.I ~ I \ ' . , " . J-L) i / \::../ v iii - CO I ~ Ii ) &I "--V · I J· ' l_ II [cMU1/ ~ [cMu1V IW"~ ... ~. ~ \0 lu ( e I ! . i ~ 'r O \· .. @)" Lj ;L ~-'-~-'-~..Li~1~ti'ii· ¥;~ ~cr;=i]~=-,Q;;:0:,1 ~4Hti ...... _t-!'1/ r. itt: -i~vvhA~5-f · , 'r. ;a 27'-6". rf CLF1 l ~ '.!/1 : 6" -(7) EQUAL SPACES ' /., \ ~ · I ·. I ·r-. · ~ USED / INVENTORY ~ ~ i-== 11 _________ 1 . i' =.: j ~I : . / ~INVENTORY SIM. CLF1 0.: [i]IJ -/ . AIIII 'lH--------------1,.1---1----1, : ~ ; I~ . .. . ', F--...-=== ..... '"F'==-"--:r===""""'""""'-=-'*'-=:--===~'"F'===-':';::::1=,~I 't'tl·~-~·a~··rt==t-= ..... r==+="=t========~=""+===,"'i -~ " . . .. i ,, . . ,' vLINE OF ROOF ----I .FE --,, • " I -! . : ,1'''--i'±-------~--1~~=;\44~';'-0"'"==.,,.---------------,i,:'-::;:D_:1.:_;i;l<"l,!<·111/4>,j " ~ j I ! : • : / ABOVE ( ..... ~ 31-0 3/4" ~ ,1"91/)~ i ';I '-·-·-·-·-·-·-·-·-·-·-· ·---·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-· "-·--t ' __ :_·," . ·.:, =~ ~cc ro w "' > .o. ' ' ' . · 1 · .a, [ 4'-0" 1 .. ~ .,,,;_~""-'-""'-"'-""-"-"-'"'-"'-"-"-''""-'"-""-"-"-'-.."-"-"-"-4'~0" .! ~ I i:o 111/4" V --.... I ·.~· . I . cMu2V~ : _ . ,:--,.. PROVIDESIGNATTOXALERTSWITCH, ~ ~ MS 3 -/~~J l,· ~l'";~-t-~, J I I ·. . I I 5 \' REFER E2. (RED SIGN/WHITE LETTERS) I~ . / Y,:\ ]-/ \!:Y STATING "TURN EXHAUST FAN ON ~ • \."..:) CUSTOMER V ·. ! . IJ,_ _ _ll8':''-63__5,5/~8"_" _j,_ ______ ~2~4'.:'-:!'.1"'._ ______ j,~.31'.:'-QO'~' l-__.ll:8'~-41_:11_!/4<\'.''.._' --1i,.13':(-0l_'."J,__ _________ _::=_ __ L-----~~6~2'.:'.'-4U,31'±4'"_' -~' ~-A~N~YT~l~M:_EE~G~A~S~C'.!_A.l:Dli:Dl_'Y'll~S_IINr-J_LU~S>_EE:"" -===:ii-~·IJE~ I .~}81'.:'-t1 'ba;-~ ..... SHOWROOM [:; --1~-:.1 ' -~-h;?"_• ALIGNMENT RACK RECESSED SLAB '? ,~ 'TYP.' ro O I /rn"'\.. ,-,-;;;;-, / SERVICE ~ if'! ,:_ ci --.~="I-\.:.;_ ,-II-L1QQ..J : . I e-OUTLINE AND FLOOR DRAIN SEE BAYS "' ,w ( J"\., '-A6~ "/ · 1 I STRUCT. AND PLBG. NOTE: PAINT j2 / ~ I __ :-1 '. ·. (15\ '' ' ·' "' "' I . I PERIMETER STEEL YELLOW TYPICAL l]Q[] iffi '.--cJtl ' ' ~'-0" 1 STEP DOWN FROM I wi@ <=t 111.u'-.1~1-1;.:5~~ @ ! ! A.5 ·. . . · . . ',· ·. ' I . I . I I , . . , . I I I ., I. I I I ., .. 'H CMU1 1"x12" WOOD FORM, TYP. ! ' @0 . '~ 1-jn.. \ A6 I I '? FINISH FLOOR TYPICAL ~i/: £:! '-'. "./ -DOWNSPOUT TYP. 1 · m . AT ALL OVERHEAD DOOR -TYP@ OH DOOR JAMBS ~:'i' ~ : rf MS 3 ) /v SEE ROOF PLAN . : c: I SEE STRUCTURAL f1?\ g;g ~ -FOR LOCATIONS . : : .-,,-,...-LINE OF CANOPY DRAWINGS ,-!.--.i-1 ABOVE REFER 10/A4 \ A6 I ci r:2\ 31 '-3 5/8" a-c-G"i) \LLINEOFAWNINGABOVE ....__,, 04) A ,.:J_id -LINEOFAWNINGABOVE/CMU1 E \:;) '?I / (D :· :, [ ~-A'-~-~--=+,,.,.. r-,_ r"'\ P,::2:li:;;;:~"""~--11:z;;;:zt--:;t;~.£-~~:z;:~\ r"'\ f.C\ f': J 1'-7 3/4", D\f ... ~ l16J ,.,· ..... l15J I "9 . J '""'··c -', ~ ~~ \ \12) \11J ~ I' Lv · 1·· = .. : , ! ~ (. -T O'.Tz~• T .; T ~ 1fl-"I,"' -'. .'', ""}"-· -r"" • Tc r -'f"L~ J ~---~ :-:-© 0@ ' v ! :r: KEY DROP BOX REFER. 16/A7 L---:-'-f ---, -j-, -'-"-"------:--:-sj-----. cb,J_J . . . . '" II II QIQ ., 11,./ JI .1 II II II U I · I · .. L------.:..IL~~=...J.,='.~==-=--=-_JL __ _; ___ ..:.J ~=.:...-~--JL""."'" ___ _..,,;_.,!!,.-=--=--..:.lk-·-----J I T -.~ · -~ z1CL . . . . . < . . -.-. . : ._ L., . ."~ 1---r_l ...; • ..:. . ·. : . -, . . . ' :J.... ·.· -------. '~: KNOX BOX& . .·.· . 0 -' · . ·3·~4" 3'-4'.' '·01 · .·_ ~ ·' M.O. 1, 8" 10.'-0" · .- M.O.. - ~ ~·/ 1°'-8" ···10'.-0';' _1'-8" ~' M.O. ~c ' . . .. . .. · .. ~,~ ', 0..1<.( :, · 0 CJiw ;_;. ~1 '-0" 1 '""4,_,L_ -·- ·1.'-8'.' =·z·o.. ·1· " .1'-8" 1'-8" ,. . i r'8" ,,,... 10'-o" --c-!0 3'•4 11 _. 10.'-0" .-.. _.-a ,.-~ 10'-0'' ~3-'_-4"·,. .--10'~0-'' 1'-8" :-. 10':.o" · ?'~a" . 10'-0" 1'.-8".:. .3'-4" :: 6 1-8" ·_ -3'-4" 16'-8" ·_ ·-------·----------~~· -. --:-----..1 -4'-'0" •· M.O: <1.'. . M.O. · M.0-.. .. M.O -· M.O. · ·-r · -·M.O. ~ M.O.' M.O. " M.O. -.- ALARM STROBE LOCATED PER FIRE DEPT. IF REQUIRED LINE OF CANOPY ABOVE REFER 10/A.4 · -· · LL1.. . . : I : '-::C==========l===============l====:1============= ---~t-~c..'-+~-~-~~-.~+-.~'----~~~c.--'.-~~--~-.~~~~.c.c.~~~~"'"',oa-"--~~--.~.~.'--~ .. -'--'-.--~-.--'"...-~'---' __ ·~~--~+~-'---'---'-~~-'---~-'-',1-~-'--c'-'---'~-"".--~-""·'"-'----'',, 5'-0" wlW / (1)1W .[l'. 1~~ • iw OVERALL L APRON CONTROL JOINTS (0 © ARE TO BE LOCATED ON 1 THE CENTER OF EACH A.4 Pl LASTER. (TYP.) NORTH@ ' El ., . 111111111111111111 IIIIIII I: I: STANDARD WALL TYPES NOTES 1. SOME WALL TYPES MAY NOT BE USED. REFER TO PLANS 2. REFER TO STRUCTURAL DRAWINGS FOR STUD GAUGES AND ADDITIONAL FRAMING INFORMATION. 4" HIGH, 8" DEPTH REINFORCED QUIK BRICK ALL DECORATIVE SURFACES SHOULD FACE TO EXTERIOR SIDE ONLY REFER TO ELEVATIONS. 4" HIGH, 12" DEPTH REINFORCED QUIK BRICK. ALL DECORATIVE SURFACES SHOULD FACE TO EXTERIOR SIDE ONLY REFER TO ELEVATIONS. FRP BOARD GLUE EDGE TO EDGE OF SUBSTRATE. REFER TO INTERIOR ELEVATIONS ON SHEET A7 FOR HEIGHTS A.F.F . 3 5/8" METAL STUDS AT 16" D.C. WITH 5/8" GYPSUM BOARD BOTH SIDES. EXTEND PARTITION TO DECK (TYPICAL UNO.). USE MOISTURE RESISTANT GYPSUM BOARD ON INTERIOR SIDE OF TOILET AND MOP BASIN AREAS. 3 5/8" METAL STUDS AT 16" D.C. WITH 518" GYPSUM BOARD BOTH SIDES WITH SOUND ATTENUATION BLANKETS BETWEEN. EXTEND PARTITION TO DECK (TYPICAL U.N.O.) USE MOISTURE RESISTANT GYPSUM BOARD ON INTERIOR SIDE OF TOILET AND MOP BASIN AREAS AND BEHIND DRINKING FOUNTAINS . 2" "Z" FURRING AT 24" O.C. (ON MASONRY WALL) WITH 518" GYPSUM BOARD. EXTEND 2" RIGID INSULATION TO DECK ABOVE. (TYPICAL U.N.O.) USE MOISTURE RESISTANT GYPSUM BOARD IN TOILET AND MOP SINK AREAS AND 6" METAL STUDS @16" O.C. IN PLUMBING WALLS. 3 5/8" METAL STUDS AT 16" O.C. WITH 112" PLYWOOD BOTH SIDES, PAINTED (TYPICAL UNLESS NOTED OTHERWISE). 6" METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD BOTH SIDES WITH SOUND ATTENUATION BLANKETS BETWEEN. EXTEND PARTITION TO DECK (TYPICAL U.N.O.) AT SIM. CONDITION, EXTEND PARTITION 4" MIN. ABOVE CEILING. USE MOISTURE RESISTANT GYPSUM BOARD ON INTERIOR SIDE OF TOILET AND MOP BASIN AREAS. 6" METAL STUDS AT 16" o.C. WITH 112" PLYWOOD BOTH SIDES, PAINTED. 6" METAL STUDS AT 16" O.C. WITH 518" GYPSUM BOARD BOTH SIDES, PAINTED. 3 518" METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD BOTH SIDES, 3/4" PLYWOOD ATTACHED TO STUDS ON SHOP SIDE ONLY. 2 1/2" 0 GALV. STEEL POSTS AT 4' O.C. WITH 2" GALV. CHAINLINK FABRIC. AT SIM. CONDITION; 4' X 8' SHEETS OF 314" EXTERIOR GRADE PLYWOOD TO 12'-0" A.FF ON INVENTORY SIDE . ~ -·-·:O::·-·- 2 1/2" 0 GALV. STEEL POSTS AT 4' O.C. WITH 2" GALV. CHAINLINK FABRIC STARTS AT 12'-8" AF.F. ON INVENTORY SIDE AND 4' X 3' SHEETS OF 3/4" EXTERIOR GRADE PLYWOOD TO 12'-8 112" A.FF ON SERVICE BAY SIDE ! I I NOTES --~---.. - ACCESSORIES MARK DESCRIPTION 42" GRAB BAR WITH WOOD BACKER, WITH 18" VERTICAL BAR AS REQUIRED. 36" GRAB BAR WITH WOOD BACKER TOILET TISSUE DISPENSER MIRROR -SEE ELEVATIONS FOR SIZE PAPER TOWEL DISPENSER & DISPOSAL SANITARY NAPKIN DISPOSAL UNIT COAT HOOK HANDICAP SIGN-MOUNT 5'-0" A.FF TO CENTER: 8" EDGE TO JAMB EDGE. BABY CHANGING STATION. SEE DETAIL 1/N1 6 HALF LOCKER UNIT QTY(2)-(SECURE TO WALL) WRITING SURFACE, SEE DETAIL 11/A.7 1. PROVIDE WOOD BLOCKING AS REQUIRED FOR MOUNTING ACCESSORIES 2. ACCESSORY PACKAGE AVAILABLE FROM NATIONAL VENDOR . 3. REFER TO SHEET N1 FOR MOUNTING HEIGHTS, LOCATIONS, ETC OR TOILET ROOM ACCESSORIES. GENERAL NOTES 1 WALL DIMENSIONS ARE TO FINISH CLEAR DIMENSION. ALL MATERIALS MUST BE FIGURED INTO THE LAYOUT OF THE FRAMING. 2. MASONRY OPENING SHALL BE COORDINATED WITH WINDOW OR DOOR MANUFACTURERS REQUIREMENTS . 3. PLUMBING ROUGH INS ARE CRITICAL FOR ADA CLEARANCES, VERIFY ALL PLUMBING ROUGH INS PRIOR TO INSTALLING ROOM FINISHES. 4. ALL MASONRY DIMENSIONS ARE NOMINAL DIMENSIONS, MASONRY CONTRACTOR TO ADJUST COURSING AS NEEDED. 5. PROPOSED FIRE EXTINGUISHERS ARE LOCATED BY THE SYMBOL • F.E. COORDINATE TYPE, SIZE AND FINAL LOCATIONS WITH LOCAL FIRE OFFICIALS 6. ALL GYP. BRD. WALLS SHALL HAVE LATERAL BRACING AND CONTROL JOINTS AS REQUIRED IN SPECIFICATION SECTIONS 092900. .. cbJl . ~ c..: s ll~lll Al ICN or RE'JSE TIIIS DRAWING \'.'AS Pi-:EPAHl:U roei I.JS!: or1 A SPEClfl/; ~ITE AT fl.lcN ,on WA CON I Cl,'I 01{A.NEOUSI.Y 'f.HH ITS l[SIJC !Jill le ON '.1'13.'2016 ,'ND IT IS NOT SIJlgOL[ rOk US!: ON A DlffCRrnT PriOJCCT sm: CR AT A L'<TER TIME USE OF THIS DR,W11NG FOR REFERENCE OR EXA~PLE ori ANOTHER PROaEC f kCOUIREE THE SEf\'JICES or- PRDPERL y 11crnsED ARCHI rEC rs AND EIJGINFFRS RE~kQ[jUC I ION Of !Hl3 DRA'1\1tlG FOR REIJ~F or1 NIOTHFR PRO.Jr-CT IS NO I AU I HOHIC:cV AHi) MAY DC t;0NTPARY TG I Hl: L~.'N . w 0::: 0 I- C/) u <( u u... s w z I- LL w _J 0:::: w <.O ...-- C) N w (J) . w > <( I l-oo C, ...- 00 c:, 00 r--...- ~ z 0 f-z w 0::: RECEIVED JAN 2 5 2017 CllY OF Rf.NfON PlANNING DIV!.SION ISSUE BLOCK PROPERTY NO ; 6 DIGIT NO.: 4 DIGIT NO; 166515 782028 31GG AOR PROJECT NUMBER 1555095 TO PERMIT: DATE; 11118116 TOBID; DATE: TBD SHEET TITLE FLOOR PLAN AND NOTES SHEET NUMBER; A1 A ~-8 LU z ~ LU a: LL C z 0 ~ LU a: C: 0 --:, D E F G H 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 GENERAL UTILITY NOTES NE 1/ 4 OF S 32, T 23 N, R 5 E 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. I l 1 I I -I I l I 15· 2, THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIF'r1NG FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS AijE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION -NOTICE TO CONTRACTOR \ fl ~ I -11 I / ~"~'I, 1 I " " Know what's below. l I b ~~ 1 _ _m--rt---e Call before you dig. "·,1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORM A TlON IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANO DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS ANO TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. f 0-0--0-0 ~-~ -. . _,-- --+---·[ ST . ST ST I = ... -ST ST .. -----I j ~ o ~ ~ L --::;~-=-======.=,i---: I ~ i 111 1-~ ',. t I II 11 1 11 V ~ ~ ~ ~~ I l >: r " n 1l -~:-.!! · r J -· , _ _J -, · ·· r 1 : ~ 1 1 11 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). '1 '~I. L _][ ~ . .... L=·-=-;;,,,,e=~ : ~'< 0G): 11 1<11 1 ~ 11 -'H' -· 1 ;6" SANITARY~~:=Jc --r ~ -----r® :~ V (E)=391.84 1-t., II 0!V T ... "--------- IE (N,S)=391.74 +/-@, ;Ii "[2Jjl / = _ , . ,-'-1---+--+- I m .I , I I r,;;l"c---.tl ~ ...-L--~-.--i~ ...A \ r --: :--i. .rr-11 -... / I I W [!! T j ..._ L 1 •• I/ ~ , , , , , I.E.=401.7, • · I 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPL'r1NG WITH THE SPECIFICATIONS OF ifHE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. ! ' 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES ~ND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION ANO THE FINAL CONNECTION OF SERVICE. ~ T --C--. -.. I ~-~ 11 H H (RECORD) E ®1, : ~ T f--6" SANITARY SEWER I " " w l ~ illl • I ~ I a, I C ~,. ,, !.. "+ ,r{H , &r'Tt•e•tone : , , 1 1, ~ I 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 -4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. I '.§)' :: -~ ,' ~ L , J..Joortit11P~SF£{!D'lf@~ ~ ~ ·. 1' I . i; t-11~ .,. ~ fl. H FFe40lOO =~~ ~~--I/ ,-{S) ~2"CON L ~frl ~ 1----: ~--:':-<ID ©--F // V .· / Y::./ 14"CON ~-~--.~,r- ®-J j II ""~ ® l i~ ~ ----F-® * lC I ': ''---'? 1 Q ~.-(vi) ~ I I , "' I " 1 /'.'. v;: . .r • • ~ J, G) 17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. c r ~ __, ..,:qr ,;jt_J I 12)18"CEDARS I II ""j .. " ~ ... , ,. I Iii:~~~~~~~~~~~ ~w "---·"---G---'G---G---G---•G ' ~ -. ~ ~, ---'-11---~~-1---+---I lfl,,,, ~ T .,. .. w.;.. . v ·. ---r G---·G_. L·c':" - ---_::--, '\\"' ,\.w ,-00>®-\ -\~6'' FIRE ~N~ SERVICE CONSTAU-CTION KEY NOTES --...l----Fl =-.Y:-::-=-==ij.~=---=--::::L---t.·I ~ l SANITARY SEWER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND RROEESSLONAL MANNER, _AND. UNOER. SUe.ER\'lSIQN OF CITY ,[ORCES_AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES-MUSfBE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING . SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE 03034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MLIST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. WATER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" -2" DIAMETER IN ANY PUBLIC MAIN. 5. All ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. "'-® .,,/ 1" DOMESTIC 1 1 I 1 · '"-ssM{~IM=399.50 . WATER SERVICE @EXISTING WATER SERVICE AND METER TO BE MAINTAINED, -l GRAPHIC SCALE .. SOOS CREEK SANITARY SEWER AND WATER NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. All COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMITS FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF SEWER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 11. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. @ CONNECT TO EXISTING WATER SERVICE, COORDINATE W/SCWSD. CUT, CAF:, AND REMOVE WATER LINE PAST POINT OF CONNECTION. . @ DOMESTIC WATER SERVICE POINT OF CONNECTION, SEE MEP PLANS FOR 1 CONTINUATION. 1 @ AREA DRAIN, NYLOPLAST INLINE DRAIN OR EQUIVALENT. @ INSTALL FIRE DEPARTMENT CONNECTION PER JURISDICTION REQUIREMENTS ® FIRE SERVICE POINT OF CONNECTION. SEE MEP /FIRE PROTECTION PLANS FOR CONTINUATION. @ CONNECT TO EXISTING GAS SERVICE LINE. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR CONNECTION AND INSTALLATION OF CONDUIT AND METER. @ INSTALL SANITARY SEWER CLEANOUT PER SCWSD STD DETAIL S-3. (D CONNECT TO EXISTING TELECOM SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR NEW CONNECTION. Q) LANDSCAPE IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION. @ 1,000-GALLON OIL/WATER SEPARATOR PER GRANITE PRECAST DETAIL (D SANITARY SEWER POINT OF CONNECTION, SEE MEP PLANS FOR COORDINATION. @ CONNECT TO EXISTING ELECTRICAL. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR NEW CONNECTION. @ CONNECT TO EXISTING SANITARY SEWER; COORDINATE WITH SCWSD. @ NEW TRANSFORMER ® FIRE DEPARTMENT CONNECTION @MAINTAIN EXISTING IRRIGATION DOUBLE CHECK VALVE. ABANDON LINE PAST THIS VALVE. , @ FIRE HYDRANT PER SCWSD STD DETAIL W-5 L...a9-.J----·-c::::==41 ...... o _____ ___,a,o ( IN FEET ) 1 inch = 20 ft. LEGEND WATER LINE w w SCWSD WATER METER I SCWSD FIRE HYDRANT t( SCWSD GA TE VAL VE M SCWSD FDC + SCWSD THRUST BLOCK • SCWSD DOUBLE CHECK VALVE ~ SCWSD RPBA @] WATER CROSSING w ,... ---'W-- SIDE SANITARY SEWER ss ss SCWSD SS MANHOLE • SCWSD SS CLEANOUT • TELEPHONE T r·--- POWER E GAS LINE G G-- SHOWN SCHEMATICALLY ONLY; COORDINATE W/ PROVIDER 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 12. EXISTING SEWERS TO REMAIN IN SERVICE AT All TIMES. 13. All WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. @ ROOF TO BE INSTALLED ABOVE DUMPSTER. CD CUT AND CAP EXISTING SEWER. SCWSD OIL/WATER SEP ARA TOR ~ RECEIVED 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 11. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, CONTRACTOR TO CONFIRM. 14. EXISTING MANHOLES SHALL BE CORE-DRILLED AND RE-CHANNELED AS REQUIRED TO RECEIVE INCOMING FLOW FROM THE NEW SEWER. CITY OF RENTON SURV(YEO: r--l---------------1---+----+---I DESIGNED, Approved by. ________ Dote_~--LRR OAAWN: @ SANITARY SEWER MANHOLE PER SCWSD STD DETAIL S-27 (J) INSTALL DOUBLE CHECK DETECTOR ASSEMBLY PER SCWSD DETAIL W-251\&B. @ INSTALL RPBA WITH HOT BOX. DIMENSIONS: 26" X 10" X 22" @ CONNECT FIRE LINE TO EXISTING WATER MAIN. SCALE: AS NOTED VERTICAL: NAVO 1988 HORIZONTAL: NAD '1983/1991 CITY OF RENTON 1505 Westlake Ave. N. Suite 305 r Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 www.PACI.ANO,COM Approved by._________ _ Date _____ r--r-------------t--t--+---1-~C=:MD::._, __ _J A d =-I ONI: INCH I AT FULL SCAL.£ IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. pprove by. __________ Date ____ t---+---------------+--+---1----1 WFF r-------l DATE APPR APPROVED, Approved by. __ _ ---Date ___ _ NO. REVISION BY RENTON FIRESTONE 17808 108TH A VE SE UTILITY PLAN JAM 2 5 2017 cnv Of RENiOH Pl.ANNING 01'/!StON DATE: 01/25/2017 FlELDBOOK: !)RP.WING NO: C-3,0 SHEET: Of': 12345678 A ~-B UJ z 0 1- (J) UJ a: U:: C z 0 1-z UJ a: cD N C 0 --, L L 0 (,) --cJ C 0 :f:o ro 0 D E F G H J K L 2 3 4 5 6 GRADING NOTES 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H: 1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLAffiR UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. STORM DRAINAGE NOTES 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BEffiR. 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 4. ALL ON-SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUffiR (WHERE APPLICABLE). 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING ANO COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS ANO FOOTING DRAINS TO PROPOSED STORM DRAINS AS SHOWN. 11. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO DELIVERY AND INSTALLATION. EARTHWORK QUANTITIES EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR SURFACE PREPARATION REQUIREMENTS OR SUBGRADES. THE VOLUMES ARE APPROXIMATE ONLY, ANO ARE NOT TO BE USED FOR BIDDING PURPOSES. CUT: 2,910 CY FILL: 100 CY NET: 2,810 CY (CUT) CITY OF RENTON 7 8 I I / I "' / I I I / I I I . I I I i "" I ) I I I I I I I I I I I :<-I 41.10· ~--l--~-f--is~- ,9 10 ( 2'" ------,::6 ~ __ ,,, /-~--==co;c CURB __ _ 1' /~ J~,1-·- --·--, I : ( / ' ·SSMH RIM=399.50 -~-----__ _ IE CL CHAN 12' CONG (N/S)=392.0 \1 ] j I CB RIM=398.~4 ~ :il \,_ 24" CON · (N)=394.0 '1 \,_ ' : 24" CON, ($)=39-4.0 \,_ II \_ CB FtiM=396.70 BTM=392.4 I ,, [ l I 1 IE 12" CMP (W)=393.0 IE 24" CONC (N)=393.0 IE 24" CONC (S)=393.0 IE 6" CMP (SE)=395.9 BTM=389.4 STRUCTURE TABLE # TYPE RIM IE IN IE OUT 0 FLOW CONTROL MH 400.49 -- 0 NOT USED --- (D MODULAR WETLAND 400.80 397.46 396.13 © EX TYPE 1 CB 399.77 397.53 397.53 © TYPE 1 CB 399.98 397.60 397.60 © TYPE 1 CB 400.48 398.47 398.47 (j) TYPE 1 CB 400.50 ·-398.65 © NOT USED --- © TYPE 1 CB 409.10 406.60 398.65 *SOLID LID # DIA (IN) OJ 12 0 12 [I] 12 IT] 12 m 12 0 12 0 12 m 12 0 12 1---4---------------+--+----+---I DESIGNED: Approved by:-----------Dote_____ LRR DRAWN: 11 TL 3223059175 AJF LLC 17642 1081H AVE SE RENTON WA 98055 12 I .,)' --....... / 13 / I I 4' GRADING EASEMENT TL 3223059054 DESIMONE TRUST WENDYS . 17816 108TH AVE SE RENTON WA 9!1055 PIPE TABLE L (FT) SLOPE (FT /FT) MATERIAL 9 0.005 HOPE 18 0.005 HOPE 14 0.010 HOPE 14 0.005 DIP 15 0.005 DIP 174 0.005 DIP 35 0.005 DIP 20 0.005 HOPE 147 0.005 HOPE AS NOTED VERTICAL: NAVO 19-88 HORIZONTAL: NAO HlBJ/1991 Approved by: ________ Dote ____ t--+---------------t--t---t-----i..-...:::.C::::MD::._ __ -1 I ON!;: INCH I 1505 Westlake Ave. N. Suite :ms Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 www.PAcl.ANo.coM CHECKED: ----Dote ____ 1----+---------------+--+----+----1 WFF ,__ ____ _ DATE APPR WPROV,:O, Dote ____ _ NO REVISION BY AT FULL SCALE lf NOf ONE INCH SCA!£ ACCOROINOL'r' I I I I I I I 14 15 16 17 18 19 NE 1/ 4 OF S 32 T 23 N R 5 E TL 3223059334 GOUNDER PARAMASEVAN + CHR1Sll 176661 109TH AVE SE RENTON WA 98055 15' I I I I I 401.00 \, __ JCIJ I 6 l ----=-~---~=~~"1i409 CONC CURB 0 ruuo. TW 4-04.32 20 I_ - I I I I I I / I 402.77 I I I I 0 / / 1.E.=401.7 (RECORD) I )1 "CEDARS ) \. 407.50 GRAPHIC 10 20 I ~ :v , MBJ.. \fl I :r: I :,. I t,.,I ' ' "61 0 ·+-f--+--i I I I ', 1 ! I i 11 f f 11 SCALE 40 80 CB RIM=410.01 r IE 12" CONC (N) IE 12" CONC (S) ~--I I I I I DETENTION VAUl T TABLE DESCRIPTION VAULT 1 BOTIOM EL 396.00 MAX WS EL 398.50 TOP EL (INSIDE) ) 399.00 # OF UNITS l 38 i I STORAGE VOL. REQ. ?,750 CF TOTAL VOLUME ]1,970 CF STORAGE VOLUME p,975 CF DETENTION VAULT NOTES: 1. DETENTION VAULTS SHAl'.L BE 7'X15'X3' (INSIDE DIMENSION) OPE~-BOTIOM MODULAR CONCRETE UNITS, OLDCASTLE STORMCAPTURE OR EQUl,VALENT 2. TOTAL VOLUME PER UNlf =315.0 CF 3. STORAGE VOLUME PER UNIT=262.5 CF CITY OF• RENTON ( IN FEET ) 1 inch = 20 ft. F<ECEIVE[) LEGEND JAN 25 2017 EX. CONTOUR PROPOSED CONTOUR ... u Y (.)f fll:1\110 ~ --·· _ ·-·-*X* _ _i:L~lri!NG DIVJSJQ;J ---xxx--- SPOT ELEVATION ~ (TP UNLESS OTHERWISE NOTED) '- STORM DRAIN PIPE ST'--+-- ROOF DRAIN LEADER (6" PVC, 1% SLOPE ----- UNLESS OTHERWISE NOTED) GRADING RIDGE --RtOOE -- GRADING VALLEY --VAf±:EY-- MODULAR OPEN-BOTIOM DETENTION VAULT (7'X15'X3' INTERIOR DIMENSIONS), STORMCAPTURE OR EQUIVALENT STORMFIL TER WATER QUALITY MODULAR WETLAND TYPE I CATCH BASIN TYPE II CATCH BASIN CLEANOUT TO GRADE (CO) RETAINING WALL RENTON FIRESTONE 17808 108TH AVE SE C OJ • (!) • DATE: 01/25/2017 AELOBOOK: PAGE; DRAWING NO! Planning/Building/Public Works Dept. GRADING AND DRAINAGE PLAN '"'~-2;,,0 12345678 A ~-B w z 0 I-- CJ) w a: LL C z 0 1-z w a: D E F G H J K L 2 4 5 6 7 PLANTING NOTES= I~ {'. / I ''-, I '\_ ' ! • '\ , r I ·\ ! 1. ALL PLANTS MUST BE HEAL lliY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF lliE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. PRIOR TO CONSTRUCTION, lliE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING lliE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO (1) VERIFY THE LOCATIONS OF UTILITY LINES IN AND ADJACENT TO THE WORK AREA, (2) PROTECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD, AND (3) REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF lliE LANDSCAPE CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, MOWING, ETC.) OF THE PLANTING AND LAWN AREAS FOR THE CONSTRUCTION PERIOD. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A (1) YEAR PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTIL Y REMOVED FROM lliE SITE AND REPLACED Willi MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH BARK MULCH TO A MINIMUM DEPTH OF THREE INCHES. 15. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 16. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 17. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN GRAPHICALLY. 18. ALL LANDSCAPE BED AREAS ARE TO RECEIVE 6" OF TOPSOIL. 19. REFER TO PLANS FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 20. ALL LANDSCAPED AREAS ARE TO BE WATERED VIA DESIGN/BUILD AUTOMATIC IRRIGATION SYSTEM. 21. INSTALL A WEED BARRIER IN ALL LANDSCAPE BED AREAS. 22. PARKING LOT PLANTERS SHALL BE BERMED AT A 5:1-S[OPE. THERE SHA[L-BE A 1:5" CURB-REVEA[-ALONG-TH~-BACK ___ ----·· · EDGE OF CURB TO PREVENT MULCH FROM SLUFFING ONTO PAVEMENT. LOT COVERAGE CALCULATIONS TOTAL SQUARE FOOTAGE OF THE SITE AND FOOTPRINTS OF ALL BUILDINGS: SITE BUILDING TOTAL SQUARE FOOTAGE OF EXISTING AND 35,526 SF 8,261 SF ------------.,.·.--=-~· ---- LANDSCAPE DAT A LANDSCAPING REQUIREMENTS: STREET FRONTAGE 1 Q' SIGHT OBSCURING BARRIER WHEN ABUTTING Willi RESIDENTIAL ZONE 15' MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SPACE 15 SF \ 1! \~I \1 r ' I I PROPOSED IMPERVIOUS SURFACE AREA(S): MINIMUM INTERIOR LANDSCAPE AREA 360 SF EXISTING BUILDING IMPERVIOUS (NON-BUILDING) PROPOSED BUILDING IMPERVIOUS (NON-BUILDING) SQUARE FOOTAGE (BY FLOOR AND OVERALL TOTAL) OF EACH INDIVIDUAL BUILDING AND/OR USE: BUILDING PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES: 2,542 SF 18,886 SF 8,261 SF 18,198 SF 8,261 SF 74% PARKING ANALYSIS NUMBER OF PARKING SPACES REQUIRED BY CITY CODE: 21 NUMBER AND DIMENSIONS OF STANDARD, COMPACT, AND ADA ACCESSIBLE SPACES PROVIDED: 24 SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: PERIMETER 8,296 SF INTERIOR 771 SF CITY OF RENTON i 1 I 1 I I 8 ' ' ! I I I I I [J 9 10 11 \ \ PLANT SCHEDULE SYMBOL ® ( -;;;-\ --:.."'/ BOTANICAL/COMMON NAME TREES ACER PLATANOIDES 'COLUMNARBROAD' / PARKWAY MAPLE PYRUS CALLERYANA 'CAPITAL' / 'CAPITAL' FLOWERING PEAR PINUS NIGRA / AUSTRIAN BLACK PINE CALOCEDRUS DECURRENS / INCENSE CEDAR THUJA OCCIDENTALIS 'SMARAGD'/ EMERALD GREEN ARBORVITAE EXISTING TREE TO REMAIN GROUNDCOVER ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK COTONEASTER DAMMERI 'CORAL BEAUTY'/ 'CORAL BEAUTY' COTONEASTER GAUL THERIA SHALLON / SALAL HELITRICHON SEMPERVIRENS / BLUE OAT GRASS SURVEYED: f---+----------------+--+----+---l DESIGNED: ""'4r.!v{PProved by:------------------Date________ TSP DRAWN: Approved by:-----------------Date_______ DMD I NFG ' . ' 12 / ( :f" . 4 . . . ! ( ' I I ! ! ! 13 / / I ' \ \ i ! i I I ! 8,261 SF FFE401.00 ! / 16x\3 GREENSCR~EN I c 16x10 GREENSCREEN .1 ·-/ / "'"'· ~-" SIZE/COMMENTS 2" CAL., MATCHED SET, B&B, 10' MIN.HT., BRANCHED @ 5', SPECIMEN QUALITY ( / 2'' CAL., MATCHED SET, B&B, 10' MIN. HT., BRANCHED @ 5', SPECIMEN QUALITY 8' -9' MIN. HT., WELL FORMED, B&B 6' HT., B&B, FULL & BUSHY, SPECIMEN QUALITY 5' -6' HT., B&B, FULL & BUSHY, MATCHED VARIETIES PRESERVE & PROTECT 1 GAL. CONT., PLANT @ 18" O.C. 2 GAL. CONT., FULL & BUSHY, PLANT @ 3' O.C., 1 GAL. CONT., PLANT @ 24" O.C. 2 GAL. CONT., FULL & BUSHY. PLANT @ 2' O.C., SCALE: AS NOTED VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 I f I I I I I I SYM. @ @ ® @) 14 15 16 17 18 19 NE 1/ 4 OF S 32, T 23 N, R 5 E \ \ \ ! / 'I 4 1 I I NO!Sli\10 ':JN\NNVld NOlN::Ul :!O A!!:) LIOZ 9 t NVr o:.:ir,Et)~!~ \ \ \ i \ i ' i I I ' I i ' I ' ' ' I I I I I ' I I \ . I \, \ \ \ I I \ \ \ ! \ \ I / / I ! / ' I ' ·' I Hi I / ! j d I I '1 I i lJl 1 II L _J_i'_ fX· f . ! 2 ! I I I , I j i I I I ( ---.ti i l i ' l : I i 4• . ·.---\ \ \ \ \ \.~---,'~ \ \ \ / '\ \ \ / ' \ \ / ~-· \ \ ·,~~~-, 4 \ \ \ \ \ \, ~' -'"',-----c-1' J GRAPHIC SCALE . ' I j i I ' 20 10 20 40 ' ' ! ' j I BOTANICAL/COMMON NAME SHRU~S EUONYtvjUS ALATA 'COMPACTA' / DWARF WINGED EUONYMUS MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE PRUNUS LAUROCERASUS 'NANA' / DWARF ENGLISH LAUREL ' RHODODENDRON 'PJM' / 'PJM' RHODODENDRON SPIRAEA X BUM ALDA 'DOLCHICA' / DOLCHICA BUMALDA SPIRAEA TAXUS X MEDIA 'DENSIFORMIS' / DENSE SPREADING YEW ---;J I ' \-I ' ( IN FEET ) 1 inch = 20 ft. 1,. I I I SIZE/COMMENTS 5 GAL. CONT., FULL & BUSHY, SPECIMEN QUALITY, SPACE @ 4' O.C. 5 GAL. CONT., FULL & BUSHY, PLANT @ 3' O.C. 18-24" SPRD., B&B, FULL & BUSHY, SPACE @ 4' O.C. 18"-24" HT., FULL & BUSHY, SPECIMEN QUALITY 2 GAL., CONT., FULL & BUSHY, PLANT @ 3' O.C. 5 GAL., CONT., FULL & BUSHY, SPECIMEN QUALITY. PLANT @ 4' O.C. CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / 'KARL FOERSTER' FEATHER REED GRASS 5 GAL., CONT., FULL & BUSHY, SPECIMEN QUALITY. PLANT @ 3' O.C. VINES GREENSQREENS 1-800-450-3494: CLEMATIS ARMANDII / ARMAND CLEMATIS CITY OF RENTON 5G STAKE, SPECIMEN QUALITY, PLANT @ 3' O.C. SEE ARCHITECTURAL PLANS RENTON FIRESTONE 17808 108TH A VE SE lJArE: 01/25/2017 FIELDSOOK: PAGE: DR/IWING NO: 250 4th Avenue S. Suite 101 ©R!l'.l'sflC/!i'ff. ~P. -~ Expires on 6-28-2017 CHECKED: Approved by:------------------Date _______ 1---+----------------+--t----t---; TSP I ONE INCH I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. LANDSCAPE PLAN Edmonds, WA 98020 Approved by:------------------Date _______ _ NO REVISION BY 1---------D ATE APPR APPROVED, SHEET: OF: L-1.0 2 12345678 .. ~.--, ...... ,.,~,.,,,., .... ,. ·,·.•·,•···,·.v-.·• .,,-,-. ·-·· ,.,·,, •. ,,.,,_.,,,.., ,., .. ,,,,_,,., A ~-B LU z 0 1- (/) LU a: iI C z 0 1-z LU a: <.D N C 0 -0 Cl' " -0 8 --0.. Q:'. D E F H ; (/) J 0 3:: 0 .;::', -0 0 2 '-'- 0 <.) -0 § 2 3 4 5 6 SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, ANO WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANO EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 9. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 10. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 11. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 12. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. 13. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 15. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S) AND THE LIGHTING PANEL, AS WELL AS THE SIGN BASE. 16. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSfflUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. SITE DATA ZONING DATA PARCEL ZONING: CA -COMMERCIAL ARTERIAL SETBACKS: MINIMUM FRONT YARD 15' 7 3: ~I I[) r, ~ V) J 141.10' 'frr . -, . I I 8 9 I I I " I , I i 1 CONSTRUCTION KEY NOTES 10 11 12 CD FIRESTONE SIGN MAXIMUM FRONT YARD 20' MINIMUM SIDE YARD ALONG STREET 15' MAXIMUM SIDE YARD ALONG STREET 20' BUILDING DAT A @ CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STANDARD PLAN 101 @ TRASH ENCLOSURE, SEE ARCH PLANS ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN 101 FIRESTONE AREA: 8,261 SF PARKING DATA REQUIRED PARKING REQUIRED RA TIO: REQUIRED STALLS: PROVIDED PARKING 2.5/1000 SF BUILDING AREA 21 SPACES STANDARD STALLS: 23 ACCESSIBLE STALLS: 1 TOTAL STALLS: 24 *25% INCREASE IN MAXIMUM PARKING ALLOWED PER RMC 4~4-080.1 O.c STALL DIMENSIONS STANDARD STALL: 9'X20' *WHERE ADJACENT TO LANDSCAPING PARKING STALLS UTILIZE A '2' OVERHANG AS PART OF THE TOTAL LENGTH PER RMC 4-4-080.8.e 1505 Westlake Ave.·N. Suite 305 Seattle, WA 98109 T (206) 522·9510 F (206) 522-8344 www.PACI.AND.COM MINIMUM FREEWAY FRONTAGE SETBACK 10' MINIMUM REAR YARD IF ABUTS RESIDENTIAL 15' MINIMUM SIDE YARD IF ADJACENT TO RESI. 15' LANDSCAPE DAT A LANDSCAPING REQUIREMENTS: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING RESIDENTIAL ZONE 15' MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SPACE 15 SF MINIMUM INTERIOR LANDSCAPE AREA 360 SF PARKING LOT LANDSCAPING 771 SF PERIMETER LANDSCAPING 8,296 SF *AREAS BASED ON PARCEL AFTER R/W DEDICATION Cl TY OF REN TON @ ADA STALL W/ SIGN. SLOPE IN ADA STALLS AND LANDING r[\ CEMENT CONCRETE VALLEY GUTIER AREAS SHALL BE NOT MORE THAN 2% IN ANY DIRECTION. \!::J @ STOP BAR @ STOP SIGN @ NO PARKING-LOADING ZONE ([) STANDARD DUTY ASPHALT Cg) STANDARD CONCRETE PAVEMENT @ CONCRETE SIDEWALK PAVEMENT CD TIE INTO EXISTING SIDEWALK @ RIGHT-TURN ONLY SIGN @ RETAINING WALL, < 4'-HIGH ® BIKE RACK (2 SPACES) Cg) CROSS-ACCESS CONNECTION CE) EXTRUDED CURB @ 61-HIGH CHAIN LINK FENCE PER RMC 4-4-070.H.3 SUR\IEYED: SCALE; AS NOTED 1----i---------------f---+---l--""--1 OESIGNED: Approved by.-------------Dote____ LRR OfV1WN: Approved by. __ ------Date ______ t---t-----------·---t---r---t--i.---,-.:C:::::M0=-----1 CHECKED, 1----1---------------+~~--+----+--""--l WFF Approved by. __________ Dote __ _ Approved by. ___________ Date ____ _ NO. REVISION BY DATE APPR Af'PROl><O, L___ ON£ INCH I I AT FULL s~E IF NOT ONE !OCH SCALE ACCORDINGLY 13 IIERTICAL: NAVO 19SS HORIZONTAL: NAO 1983/1991 14 CITY OF! RENTON 1 I Planning/Building/Public Works I Dept. i 15 16 17 18 19 NE 1/ 4 OF S 32 T 23 N, A 5 E I 15· 1-·1-J T ( IN FEET ) 1 inch = 20 ft. LEGEND STANDARD DUTY ASPHALT STANDARD DUTY CONCRETE PAVEMtNT CONCRETE SIDEWALK PAVEMENT LANDSCAPED AREA CONCRETE CURB PROPERTY LINE RETAINING WALL (< 4'-HIGH) BOLLARD SIGN LIGHT POLE COMPACT STALL NUMBER OF PARKING STALLS PER ROW DIRECTIONAL PAVEMENT MARKINGS "' " Know what's below. Call before you dig. I",' . A , @ ·r:----. ·_-. " <> I I 1-++t~ -± q f'.{ 152 'ci ,~ 01 " " I -f- • I .. ' .;v; ,,i f ;:,:::::;\;'..:;:.:::.; :,;;:;; \:;j c · · · · · · · · · · I * • ... • .. " • .. * • " . . .. . .. .. .. .. ~ . .. ~ " . . " . . . ------- ® C @ .. ... T~ECEIVED JAN 2 5 2017 CITY OF t?i=NTON PLANNING DIV1s,,-,,, . RENTON FIRESTONE 17808 108TH AVE SE SITE PLAN 01/25/2017 FIELDBOOK; PAGE: Dfl"AWING NO: C-1.0 SHEET: OF: 12345678 A ~-B w z 0 I-- Cf) w a: U.. C z 0 1-z w a: D E 2 3 4 5 6 GRADING NOTES 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DA TED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT 'MTH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHER'MSE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS 'MTH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3: 1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OU TILi NED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RA TE OF STORM WATER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY 'MTH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. STORM DRAINAGE NOTES 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. F 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. E o_ co N n tD C) N a, N o_ <1) (/") 0-, ,: v 0 C) N ~ o_ 0::: w 0::: / (/") C) s: Cl N / v 0 0 L L L 0 '-' v C 0 en L <1) o_ o_ '_;;; en / o_ 0::: / 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 4. ALL ON-SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. G . 6:~ .ALLCATCfl BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). H J K L 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED STORM DRAINS AS SHOWN. 11. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO DELIVERY AND INSTALLATION. EARTHWORK QUANTITIES EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR SURFACE PREPARATION REQUIREMENTS OR SUBGRADES. THE VOLUMES ARE APPROXIMATE ONLY, AND ARE NOT TO BE USED FOR BIDDING PURPOSES. CUT: 2,910 CY FILL: 100 CY NET: 2,810 CY (CUT) CITY OF RENTON 7 I [? I 8 9 ! I / STRUCTURE TABLE # TYPE RIM IE IN @ FLOW CONTROL MH 400.49 - © NOT USED -- 0 MODULAR WETLAND 400.80 397.46 © EX TYPE 1 CB 399.77 397.53 © TYPE 1 CB 399.98 397.60 © TYPE 1 CB 400.48 398.47 0 TYPE 1 CB 400.50 - © NOT USED -- © TYPE 1 CB 409.10 406.60 *SOLID LID 10 r-c:PPH WLJ-c:"'i{H}, 78 W {}HP / Vi/ :l_;\iC):Y_ . ..OW '\\Jp;:,;,3/-CJ llt "''."'.'(? . hlMi~.c,s,00,3:3 / ff'. \;C ·:YF // W. 2.-+'; CMP £ CUP . TOP i S/3 Ffflfc::,.JS5Ji ! . / i 11 t1_, :::t'.·?Y)5\H '/0 • h ,:" s, ").,.' .. , l "t't>(-i 1HhYH /\\/£ S(: hEl\i. f"-;-f{ \VA t)W:5:';: 12 RELOCATED STORMWA TER DETENTION PIPE (FLAT) 13 lf---e,=,,,,,..~=---""-""-· ""'·*"402----., '.: '';, , LJ=••( .:,s.#it£,i[C,,i2billil4]jtc%Ji9•~ '.,,',,) ·, !'Jii1il IE OUT # DIA (IN) -OJ 12 -[TI 12 396.13 0 12 397.53 QJ 12 397.60 IT] 12 398.47 IT] 12 398.65 [I] 12 -IT] 12 398.65 [I] 12 SURVEYED: PIPE TABLE L (FT) SLOPE (FT /FT) 9 0.005 18 0.005 14 0.010 14 0.005 15 0.005 174 0.005 35 0.005 20 0.005 147 0.005 SCALE: / / MATERIAL HDPE HDPE HDPE DIP DIP DIP DIP HDPE HDPE VERTICAL: NAVD 19.96 HORIZONTAL; NAO 1983/1991 C 0 ~ C <1) Ct'. / C f---+---------------+-~f---+---1 OESiGNEO: LRR AS NOTED 0 ~ c:,, ·'= _c en 0 5 en 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACI.AND.COM Approved by.---------------Date _______ _ Approved by.----------------Date _______ _ Approved by.-----------------Date _______ _ Approved by.-----------------Date _______ _ DMWN: CMD CHECKED i---+-----------------1---1---+---I WFF l---c.:.._ __ ---1 NO. REVISION BY DATE APPR N'PRQVED, I ONE INCH I AT FULL SCAL~ IF NOT ONE INCH SCALE ACCORDINGLY ! I / .I 14 15 16 17 18 19 NE 1/ 4 OF S 32, T 23 N, R 5 E (;(1U HDEF ·+ ,>H \nTI 401.00 402.21, . • i -i Tt:ifi.H 1 GD fH X-/7 i)L 3/NTCH 'X/\ 0bC!:>C 404.00 \ \ \ ,r' :::·:-:·:: ·403.18 / / f \ \ GRAPHIC SCALE 10 20 40 I I I ( IN FEET ) 1 inch = 20 ft. LEGEND i i :-i, ! ' ' I I l ' j 'I Know what's below. • w Cl.) ~ ~ .... Call before you dig. )> ~,., 'l :.:£ "};, • ···! i ( i ! \ ' q • ' \ 80 I CE fthf,·,"i+G,.(H re ·; 2" :::DNG (M) t_:: 2,; ::::enc (s) DETENTION VAULT TABLE EX. ·CONTOUR PROPOSED CONTOUR SPOT ELEVATION DESCRIPTION VAULT 1 BOTTOM EL 396.00 MAX WS EL 398.50 TOP EL (INSIDE) 399.00 # OF UNITS 38 STORAGE VOL. REQ. 9,750 CF TOTAL VOLUME 11,970 CF STORAGE VOLUME 9,975 CF DETENTION VAULT NOTES:; 1. DETENTION VAULTS SHALL BE 7'X15'X3' (INSIDE DIMENSION) pPEN-BOTTOM MODULAR CONCRETE UNITS, OLDCASTLE STORMCAPTURE OR EQUIVALENT 2. TOTAL VOLUME PER !UNIT=315.0 CF 3. STORAGE VOLUME PER UNIT=262.5 CF ' ' ' CITY OF RENTON XXX.XX (TP UNLESS OTHER'MSE NOTED) ~ STORM DRAIN PIPE _..,, --'ST·-___._ ROOF DRAIN LEADER (6" PVC, 1% SLOPE ------ UNLESS OTHERWISE NOTED) GRADING RIDGE --RtB6E -- GRADING VALLEY --VAf±:EY-- MODULAR OPEN-BOTTOM DETENTION VAULT (7'X15'X3' INTERIOR DIMENSIONS), STORMCAPTURE OR EQUIVALENT STORM FILTER WATER QUALITY MODULAR WETLAND DD TYPE I CATCH BASIN • TYPE II CATCH BASIN CLEANOUT TO GRADE (co) RETAINING WALL RENTON FIRESTONE 17808 108TH A VE SE • C 09/29/2016 FlELDBOOK: PAGE: DRAWING NO: Planning/Building/Public Works Dept. GRADING AND DRAINAGE PLAN SHE:-20:.0 12345678 A ~-B w z 0 I- (/) w a: LL C z 0 1-z w a: OJ N Q_ <l) U) --co C 0 _c: ~ ro 0 - C 0 ~ C (1) a: ,/ C 0 ~ = .e:: _c: <n 0 ;:, U) D E F G H J K L 2 3 4 5 6 GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTIRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTIRANCE LOCATIONS. 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TIRENCH/NG, BACKFILL, 2 -4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTIR/C SERVICE LOCATIONS. 17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. SANITARY SEWER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DON,E IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL ~MES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 7 8 9 10 u 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. SOOS CREEK SANITARY SEWER AND WATER NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIF/CATIONS OF THE SOOS CREEK WATER & SEWER DISTIRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 11 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITINESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. WATER NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. ALL CONSTIRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" -2'' DIAMETER IN ANY PUBLIC MAIN. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTIRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, CONTIRACTOR TO CONFIRM. 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTIRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMITS FROM THE DISTIRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTIRICT). 7. ALL COSTS OF SEWER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTIRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTIRACTOR. 9. THE DEVELOPER/CONTIRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTIRUCTION MEETING AT THE DISTIRICT OFFICE. AFTER THE PRE-CONSTIRUCT/ON MEETING, THE DEVELOPER/CONTIRACTOR SHALL NOTIFY THE DISTIRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTIRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 11. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE DISTIRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13. ALL WATER AND/OR CONSTIRUCT/ON DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 14. EXISTING MANHOLES SHALL BE CORE-DRILLED AND RE-CHANNELED AS REQUIRED TO RECEIVE INCOMING FLOW FROM THE NEW SEWER. SURVEYED: CITY OF RENTON 1---+---------------+----+---+----J DESIGNED: Approved by:----------------Date________ LRR DRAWN: 12 13 14 CONSTRUCTION KEY NOTES @EXISTING WATER SERVICE AND METER TO BE MAINTAINED. @ CONNECT TO EXISTING WATER SERVICE, COORDINATE W/SCWSD @ DOMESTIC WATER SERVICE POINT OF CONNECTION, SEE MEP PLANS FOR CONTINUATION @ AREA DRAIN, NYLOPLAST INLINE DRAIN OR EQUIVALENT. © INSTALL FIRE DEPARTMENT CONNECTION PER JURISDICTION REQUIREMENTS ® FIRE SERVICE POINT OF CONNECTION. SEE MEP /FIRE PROTECTION PLANS FOR CONTINUATION. @ CONNECT TO EXISTING GAS SERVICE LINE. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR CONNECTION AND INSTALLATION OF CONDUIT AND METER. @ INSTALL SANITARY SEWER CLEANOUT PER SCWSD STD DETAIL S-3 (D CONNECT TO EXISTING TELECOM SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR NEW CONNECTION. Q) LANDSCAPE IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION. ! @ 1,000-GALLON OIL/WATER SEPARATOR (D SANITARY SEWER POINT OF CONNECTION, SEE MEP PLANS FOR COOR~INATION. @ CONNECT TO EXISTING ELECTIRICAL. CONTRACTOR TO COORDINATE Wilt' SERVICE PROVIDER FOR NEW CONNECTION. ; @ CONNECT TO EXISTING SANITARY SEWER; COORDINATE WITH SCWSD. \ @ NEW TRANSFORMER ® FIRE DEPARTMENT CONNECTION @ IRRIGATION DOUBLE CHECK VALVE SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 19S3/1991 Approved by:----------------Date________ t----i----------------i----t-----+----i--....:'.c:'.'.MD'...._ __ ~ CHECKED: I ONE INCH I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ~-" CITY ~F -RENTqN Planning/Building/Public Wdrks Dept. 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 www.PAclAND.ooM Approved by: _______________ Date ________ 1---+--------------+-----+---+----L __ wF_F -----1 Approved by:-------------Date________ NO. REVISION BY DATE APPR APPROVED 15 16 17 18 19 NE 1/ 4 OF S 32, T 23 N, A 5 E GRAPHIC SCALE 20 0 10 20 ~~ .. --I_I ( IN FEET ) 1 inch = 20 ft. LEGEND WATER LINE w ·----'W-- SCWSD WATER METER SCWSD FIRE HYDRANT SCWSD GATE VALVE SCWSD FDC SCWSD THRUST BLOCK SCWSD DOUBLE CHECK VALVE SCWSD RPBA WATER CROSSING SIDE SANITARY SEWER SCWSD SS MANHOLE SCWSD SS CLEANOUT TELEPHONE w ss T I ~ .. + ... C?sJ [22] w-- ss • • T POWER ----E---- GAS LINE ---G----G--- SCWSD OIL/WATER SEPARATOR RENTON FIRESTONE 17808 108TH AVE SE UTILITY PLAN ( '· SHOWN SCHEMATICALLY ONLY; COORDINATE W/ PROVIDER DATE: 09/29/2016 FlELDElOOK· PAGE: DRAWING NO: C-3.0 SHEET: OF: 12345678 w z 0 f- (/) w a: LL z 0 f-z w a: E 0 0 tj- ci = 0 N n C) ~ u 0 ~ . (/) ~ 0 _c, ~ <t: I ll 0-: w 0-: ./' 0 = C) C) -I -'= . (/) _c, ::, ll u <t: ./' o_ E Q) / 0 u 0 ./' 0 ~ 0 -0 o_ o_ 0 ./' <t: w U) _J ll ui Q) -0 C 0 ~ ./' <fl ~ Q) <fl ::, ./' 0 A B C D E F G H J K L 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 I . . ' ' 'I·· . . i . ,' ,i , '~ .. ,,. ' 2 T (206) 522-9510 F (206) 522-8344 www.PACU\ND.COM 3 4 Approved Approved Approved Approved 5 6 7 8 9 10 CITY OF RENTON by:--------------Date _______ _ by:--------------Date ______ _ by:------------Date _______ _ by:------------Date _____ _ NO . REVISION BY DATE APPR SURVEYED: DESIGNED: LRR DRAWN: CMD CHECKED: WFF APPROVED: 11 SCALE; 12 AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH Sc>J...E ACCORDINGLY 13 14 '' < « ,, 0 "'" ~ ~ ~' ~ ~~,' '~~ ~ ~ ' -· ]) ,z·· 2 .. ' ' ' , ,. , . . ' . ' " ... • . . ' : r'\ \,1r: .:ii ':--~. r -~,,,, r VERTICAL: NAVO 19SB HORIZONTAL: NAD 196J/1991 '. '\} '·' ,_,3 } ' ; ' ...•.... , '···4· 'c'" ;,.:' ,~. . ( ·," ,, " . ,' ' ' . \ '-:'~l.. . '\ , ,"" . ·, , ' ''. CITY OF RENTON Planning/Building/Public Works .. ,, . Dept. 15 16 ,,-;; ~ ~"'''~~\,"·--~ ,·~· '~ ~' '" , ·::' <"* wi mw·TwrnnJll'i· ·· H lf ·"""" --7 . . . . · 111 . ' ' w~ ~ ' . ':f~)-'Ld·. , ! ' i . ' ·I: ' s • ~ 17 18 19 NE 1/ 4 OF S 32, T 23 N, R 5 E (!1 i 7'~~:n ,. '1' DATE: RENTON FIRESTONE 17808 108TH AVE SE TREE SURVEY MAP 09/29/2016 FIELDBOOK: PAGE: DRAWING NO: EX-1.0 SHEET; OF: 12345678 w z 0 I-- if) w (( LL z 0 1-z w (( E 0 C) -tj- ci <.D 0 N C'0 0 ~ u 0 ~ V) ·c:: 0 .D L <r: I Q_ Ct:'. w 7 C) <.D C) 0 ~I _c -~ _o :::, Q_ (._) ? CL E <!) / a (._) 0 ...,.., a ~ a t) o__ o__ a ...,.., <r: w lf) _J Q_ ui <1) t) C 0 L ...,.., fl.' <!) V) 3-u A B C D E F G H J K L 1 ·1 ~ ' ·~ ;, >" t 1 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 2 E r fr ' ' . . ' f·, ~,.,~,;[: T (206) 522-9510 F (206) 522-8344 www.PAclANo.coM 3 4 ' ~ ;; ' • ~ ~ 0 ' '.~ . Approved Approved Approved Approved 5 6 CITY OF RENTON by: ______________ Date __ _ by: ______________ Date __ by:-----------------Date __ by:-----------------Date ______ _ 7 8 9 NO. REVISION BY 10 SURVEYED: DESIGNED: LRR DRAWN: CMD CHECKED: WFF DATE APPR APPROVED: 11 SCALE: 12 AS NOTED ONE INCH AT FU LL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 13 VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 14 CITY OF REN TON Planning/Building/Public Works 15 Dept. 16 17 18 19 NE 1/ 4 OF S 32, T 23 N, R 5 E RENTON FIRESTONE 17808 108TH A VE SE SITE PLAN WITH TREE LOCATIONS ""''" ,) t'.'' •, DATE: 09/29/2016 FIELD800K: PAGE: DRAWING NO: EX-1 1 SHEET: Of; 12345678 I I I \,'.j ;1\("'.c'~':Ji:-.),( i '' C (;i.;G . \,. 1 ··,··.,, i/" ' ' ·)" I I I I I I r I I I I I I I r ! ·, tl ,_ : \, i i -:J I C, ! ---~-~-·-.:: . .l, ' 0 0 ~· ~ CIJ\ 0 Ra\ :,, "' I J> C ' ~ --{ : M\ ;o 50' 50' ! ~ "' ill \ I I 50' 45' .. , ,• " .--" ,-' ·-. : •. ..,. \,\.'isl\.· .:<<ts Jf!,·:;.~-: T I ·-··~' I ;~ ... ·· 1 ~-i it I ·- () ~ 0 0 C ;o (l) 0 ~ () () C ;o (l) I I I I I I m m n I I I I I I ! I I l) . ' I. I I . I I I . 0 C ;o (Il C c !/ I ! / / ':_ ~ </ 24"0. EC , // ? 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I I \ i \, J.', 1€ CL C-·11\N 1'.2' COIIC I \ \\ (N/S)='.'.:,92.0 17816 108TH AVE SE I ' • })>, 40' I I I +: 1 :"2.·' <::11-w· ·--::!J:::;itr:I(; :,,F ~1~--,: I,! ,,11,.' ',•·1 ·---C:J ;~11~·;:,,,::,J:'\ i,f fi 2A-" CCf'.C ' J · ! E :;:4"" cor:c { / 1 · : H·:H-.'.\''.L1 [I . ii .l , I_ I I 20' I 20' I J 1 ----- ,, --' ::; GRAPHIC SCALE 20 0 20 iu; ----j LEGEND ( IN FEET ) inch = 20 ft. 40 I M WATER VALVE HYDRANT C CONCRETE -0- IE ®@ 0 -0- E- IP,MI WATER METER MANHOLES (SS/SD) CB POWER/UTILITY POLE GUY ANCHOR POWER 1RANSFORMER POWER/TELEPHONE VAULT POWER METER TELEPHONE/TV RISER GAS VALVE JUNCTION BOX GAS METER ~ S1REET LIGHT [}@{] LUMINAIRE X SPOT ELEVATION _n_ SIGN o MAILBOX (MB) C:CC0. ROCKERY * CONIFEROUS 1REE 0 DECIDUOUS 1REE S CASED MONUMENT -$-MAGNETIC NAIL W/ WASHER ® SET 5/8" IRON REBAR W/ CAP PLASTIC CAP STAMPED LS. # 33130 UNLESS OTHER'MSE STA TED. 0 FOUND 3/4" IRON PIPE -~ ~- -----w----- -----UP- ·?------- -0-0-0-0-0- -x-x-x-x-x- --D--0---D-- CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES LOT LINES DITCH LINE FLOW LINE WATER LINE SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES UNDERGROUND CABLE TV LINES UNDERGROUND FIBER OPTIC LINES OVERHEAO POWER LINES OVERHEAD UTILITY LINES CHAIN LINK FENCE WlRE FENCE WOOD FENCE CAD/CALC WRH 11255 Kirkland Way, Suite 300 -~:::;-:-·t---+----------------------+---l---J-_J DATE 5/12/2016 Kirkland, WA 98033 j~j~j~ DRAWN _D_MB_r---t------------------1----1-----1-_J PAC· .. E... . p.425.827.2014lf,425.827.5043 17808 108TH AVE SE SCALE 1" = 80' A.L.T.A./A.C.S.M. LAND TITLE SURVEY : Ii; i; .P_L_A_T_c_1-_,K:::W~R:H~jt]s .. YviMit:::::::::::::::JR~E:V~IS~IO~N•=====~-===::::::::jJo~A~TE~:tJs~Y:]A~P~PJ; . .,-J'DL,_..,!.::.;::·~·· ::e:·:.!':····=····:!:.· ._. -...Jc~··i·~~ii;l;'j'~sir!:.;·-~:;~t~~~!!.--i-·i·_Pi_~~--~i--~g-_ 'i-·s_~~----e~· y __ J_ ________ R_EN_. _T_o_~ __ w_A_9_a_o_s_s _________ J~:lu:E:~:2!:i;~A~M:i!:~~!Bi~:~:~. L-----~~~~~~=~F~OR!!.~~~~~:_ ______ [:~;1~5~4~8;6~· -~10~~~] AnEn9ineenn9Setvie<1sCompany paceengrs.com OWG FILE 16417_ALTA.DWG CEI ENGINEERING ASSOC. INC. SHEET 2 OF 2 PROJECT NO. A ~-B w z 0 I- (/) w [[ U. C z 0 1-z w [[ E CL n n c:'--i CD 0 N 0-, N CL <1J U) = SC v _j C) ;;:; 0... Q:'. w Ct'.'. ,,,- en = C ·~ 0 L 0 N ,,,- <1) C 0 ~ en <1J L 5 C 0 ~ C <1J Ct'.'. ,,,- c 0 ~ = s £ en l ,,,- w D E F G H J K L 2 3 4 5 6 PLANTING NOTES= 1. ALL PLANTS MUST BE HEAL THY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO (1) VERIFY THE LOCATIONS OF UTILITY LINES IN AND ADJACENT TO THE WORK AREA, (2) PROTECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD, AND (3) REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, MOWING, ETC.) OF THE PLANTING AND LAWN AREAS FOR THE CONSTRUCTION PERIOD. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MA TERI AL FOR A ( 1) YEAR PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MA TERI AL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH BARK MULCH TO A MINIMUM DEPTH OF THREE INCHES. 15. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 16. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITlON THROUGHOUT THE CONSTRUCTION PERIOD. 17. ALL PLANT MATERIALS QUANTITlES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN GRAPHICALLY. 18. ALL LANDSCAPE BED AREAS ARE TO RECEIVE 6" OF TOPSOIL. 19. REFER TO PLANS FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 20. ALL LANDSCAPED AREAS ARE TO BE WATERED VIA DESIGN/BUILD AUTOMATIC IRRIGATION SYSTEM. 21. INSTALL A WEED BARRIER IN ALL LANDSCAPE BED AREAS. 22. PARKING LOT PLANTERS SHALL BE BERMEO AT A 5:1 SLOPE. THERE SHALL BE A 1.5" CURB REVEAL ALONG THE BACK EDGE OF CURB TO PREVENT MULCH FROM SLUFFING ONTO PAVEMENT. LOT COVERAGE CALCULATIONS TOTAL SQUARE FOOTAGE OF THE SITE AND FOOTPRINTS OF ALL BUILDINGS: SITE BUILDING TOTAL SQUARE FOOTAGE OF EXISTING AND PROPOSED IMPERVIOUS SURFACE AREA(S): EXISTING BUILDING IMPERVIOUS (NON-BUILDING) PROPOSED BUILDING IMPERVIOUS (NON-BUILDING) SQUARE FOOTAGE (BY FLOOR AND OVERALL TOTAL) OF EACH INDIVIDUAL BUILDING AND/OR USE: BUILDING PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES: 35,526 SF 7,700 SF 2,542 SF 18,886 SF 7,700 SF 18,238 SF 7,700 SF 74% LANDSCAPING DAT A LANDSCAPING REQUIREMENTS: STREET FRONTAGE SIGHT OBSCURING BARRIER WHEN ABUTTING WITH RESIDENTIAL ZONE MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SPACE MINIMUM INTERIOR LANDSCAPE AREA PARKING ANALYSIS NUMBER OF PARKING SPACES REQUIRED BY CITY CODE: NUMBER AND DIMENSIONS OF STANDARD, COMPACT, AND ADA ACCESSIBLE SPACES PROVIDED: SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: PERIMETER INTERIOR CITY OF RENTON 7 10' 15' 15 SF 360 SF 19 24 8,778 SF 810 SF 8 9 10 11 12 13 [\ :; li j.,!~ ·--~ i [ _t~::~f~!~ ',;; 7,700 SF I PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAME TREES -~ ACER PLATANOIDES 'COLUMNARBROAD' / .,-PARKWAY MAPLE \...' / PYRUS CALLERYANA 'CAPITAL' / 1 , 0 J<.~ 'CAPITAL' FLOWERING PEAR ~ , : : , PINUS NIGRA / AUSTRIAN BLACK PINE ~ THUJA OCCIDENTALIS 'SMARAGD'/ W EMERALD GREEN ARBORVITAE . . . +++++++ .++++++++, ++++++++++++++++) ++++++++ .·. ·.·.·.·.·.·.·, ++++,i.+,i. . GROUNDCOVER ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK COTONEASTER DAMMERI 'CORAL BEAUTY'/ 'CORAL BEAUTY' COTONEASTER GAUL THERIA SHALLON / SALAL HELITRICHON SEMPERVIRENS / BLUE OAT GRASS SURVEYED: FFE 401.00 SIZE/COMMENTS 2" CAL., MATCHED SET, B&B, 1 O' MIN.HT., BRANCHED @ 5', SPECIMEN QUALITY 2'' CAL., MATCHED SET, B&B, 1 O' MIN. HT., BRANCHED @ 5', SPECIMEN QUALITY 6' -7" MIN. HT., WELL FORMED, B&B 5'-6" HT., B&B, FULL & BUSHY, MATCHED VARIETIES 1 GAL. CONT., PLANT @ 18" O.C. 2 GAL. CONT., FULL & BUSHY. PLANT @ 3' O.C., 1 GAL. CONT., PLANT @ 24" O.C. 2 GAL. CONT., FULL & BUSHY. PLANT @ 2' O.C., SGo\LE: VERTICAL: NAVO 1966 HORIZONTALc NAD 198.3/1991 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT i---+--------------+---t---!----1 DESIGNED: TSP AS NOTED 250 4th Avenue 5. Suite 101 (dmonds, WA 98020 T (425) 275-9808 T. Shawn Parsons F (425) 275-0272 Certificate No. 307 www.PAclAND.coM Expires on: 6/28/2017 Approved by:-----------Date________ l-----l----------------l----+--l---~;;;:;:--------1i----------1 DRAWN: Approved by:-------------Date________ t---+--------------+---r--r---i---=D.::::MD:.._;lc..:N.::..:FG:.__----l CHECKED: Approved by:-------------Date ________ 1---+--------------+---+---+-----i_ __ rs_P ----1 REVISION BY DATE APPR APPROVED, Approved by:-------------Date _______ _ NO I ONE INCH I AT FULL SCALE If NOT ONE INCH SCALE ACCORDINGLY 14 15 ' L ;.... . ... . . 20 0 ~---- SYM. BOTANICAL/COMMON NAME © SHRUBS EUONYMUS ALATA 'COMPACTA' / DWARF WINGED EUONYMUS MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE PRUNUS LAUROCERASUS 'NANA' / DWARF ENGLISH LAUREL 16 17 18 19 NE 1/ 4 OF S 32, T 23 N, R 5 E GRAPHIC SCALE ' . '1 __ j---j ___ ~-,---,--.t-l i-'-'); i ( IN FEET ) 1 inch = 20 ft. SIZE/COMMENTS i (: ' i= :. :-·· ;.: ·-·". ' .. , ·;; ~,, --·, i ; , i' : 1· ; i . i 5 GAL. CONT., FULL & BUSHY, SPECIMEN QUALITY. SPACE AT 4' O.C. 5 GAL. CONT., FULL & BUSHY. PLANT AT 3' o.c. 18-24" SPRD., B&B, FULL & BUSHY, SPACE AT 4' O.C. @ ® RHODODENDRON 'PJM' / 'PJM' RHODODENDRON 18" -24" HT., FULL & BUSHY, SPECIMEN QUALITY @ $ SPIRAEA X BUMALDA 'DOLCHICA'/ DOLCHICA BUMALDA SPIRAEA TAXUS X MEDIA 'DENSIFORMIS' / DENSE SPREADING YEW CITY p~- RENT(pN I Planning/Building/Public W9rks Dept. 2 GAL., CONT., FULL & BUSHY. PLANT AT 3' o.c. 5 GAL., CONT., FULL & BUSHY, SPECIMEN QUALITY. PLANT AT 4' O.C. RENTON FIRESTONE 17808 108TH AVE SE DATE: 09/29/2016 FIELDBOOI<: PAGE: DRAW!NG NO: SHEET: OF: 12345678 A ~-B w z 0 1-- (f) w a: LL C z 0 1--z w a: = 0 N 0) N o_ Q) (/) = "' -cJ (/) 0 ~ ~ 0... De: w De: _./' (/) C) 5 0 N _./' -cJ 0 0 L L L 0 (.) -cJ C 0 C 0 ~ C Q) De: _./' C o. ~ 0, C _c en 0 !:, (/) D E F G H J K L 2 3 4 5 6 SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 9. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 10. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 11. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 12. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. 13. EXISTING STRUCTURES 'MTHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE 'MTH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 15. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S) AND THE LIGHTING PANEL, AS WELL AS THE SIGN BASE. 16. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. SITE DATA PARCEL ZONING: CA -COMMERCIAL ARTERIAL BUILDING DAT A FIRESTONE AREA: 7,700 SF PARKING DATA REQUIRED PARKING REQUIRED RATIO: REQUIRED STALLS: PROVIDED PARKING 2.5/1000 SF BUILDING AREA 19 SPACES STANDARD STALLS: 23 ACCESSIBLE STALLS: 1 TOTAL STALLS: 24 *25% INCREASE IN MAXIMUM PARKING SHOWN PER RMC 4-4-080.10.c STALL DIMENSIONS STANDARD ST ALL: 9'X20' *WHERE ADJACENT TO LANDSCAPING PARKING STALLS UTILIZE A '2' OVERHANG AS PART OF THE TOTAL LENGTH PER RMC 4-4-080.8.e ZONING DATA SETBACKS: MINIMUM FRONT YARD 15' MAXIMUM FRONT YARD 20' MINIMUM SIDE YARD ALONG STREET 15' MAXIMUM SIDE YARD ALONG STREET 20' MINIMUM FREEWAY FRONTAGE SETBACK 10' MINIMUM REAR YARD IF ABUTS RESIDENTIAL 15' MINIMUM SIDE YARD IF ADJACENT TO RESI. 15' LANDSCAPE DAT A LANDSCAPING REQUIREMENTS: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING RESIDENTIAL ZONE 15' MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SP ACE 15 SF MINIMUM INTERIOR LANDSCAPE AREA 360 SF PARKING LOT LANDSCAPING 810 SF PERIMTER LANDSCAPING 8,778 SF *AREAS BASED ON PARCEL AFTER R/W DEDICATION CITY OF RENTON 7 8 9 10 11 12 I I I i CONSTRUCTION KEY NOTES Q) FIRESTONE SIGN @ CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STANDARD PLAN 101 @ TRASH ENCLOSURE, SEE ARCH PLANS ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN 101 @ ADA STALL W/ SIGN. SLOPE IN ADA STALLS AND LANDING 0 CEMENT CONCRETE VALLEY GUTIER AREAS SHALL BE NOT MORE THAN 2% IN ANY DIRECTION. \..:J @ STOP BAR @ STOP SIGN @ NO PARKING-LOADING ZONE CE) STANDARD DUTY ASPHALT @ RIGHT-TURN ONLY SIGN @ RETAINING WALL, < 4'-HIGH ® BIKE RACK (2 SPACES) (§) STANDARD CONCRETE PAVEMENT @ CONCRETE SIDEWALK PAVEMENT CD TIE INTO EXISTING SIDEWALK @ FUTURE CROSS-ACCESS CONNECTION SURVEYED: SCALE: AS NOTED 1---+---------------+----+---!----i DESIGNED: Date_______ LRR 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 www.PAclAND.CDM Approved by. DRAWN: Approved by. Date _______ r--+--------------+--+---+---1--_.:::C:.::MD:__ __ -I CHECKED: Approved by.--------------Date _______ t---+---------------+----+---+---:__w;_F;_F -----< Approved by.-----------------Date ______ _ NO. REVISION BY DATE APPR APPROVED: l ONE INCH I AT FULL SCALE IF NOf ONE INCH SCALE ACCORDINGLY 13 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 14 CITY OF RENTON Planning/Building/Public Works Dept. ' ~ 'j'-c... __ ,_c,:_:_; ' 15 16 17 18 19 NE 1/ 4 OF S 32, T 23 N, R 5 E ( IN FEET ) 1 inch = 20 ft. LEGEND STANDARD DUTY ASPHALT STANDARD DUTY CONCRETE PAVEMENT CONCRETE SIDEWALK PAVEMENT LANDSCAPED AREA CONCRETE CURB PROPERTY LINE RETAINING WALL ( < 4'-HIGH) BOLLARD SIGN LIGHT POLE COMPACT STALL NUMBER OF PARKING STALLS PER ROW DIRECTIONAL PAVEMENT MARKINGS Know what's below. Call b~fore you dig. f << :(:\ ;:;\\·'.' :;\i\·J "'·" ' . . " . ' . . ' ' ,;-,. . . ,, ~ ' ' r.. . . . . . . . . . I : . .. . . . . . . ~ .. . .. .. . . . . . .. .. . . .. .. . . . . . . C @ .. ... l rr•·;· ., .' ''"i]r 1..: ... , \).1 (J:rJ "' . ' "--'"'- RENTON FIRESTONE 17808 108TH A VE SE SITE PLAN DATE: 09/29/2016 FIELD80DK: PAGE: DRAWiNG NO: C-1.0 SHEET: OF: 12345678 w z 0 I- C/) w a: A B LL C z 0 1-z w a: E 0 0 n CD 0 N cxf N n_ u, U1 0 ~ u, Cl ~ 0 0 _c L 0 _o _c .2' u, 7 ~ _o _c X w n_ D E r r G ~ H 0 ~ u, Cl ~ 0 0 _c L 0 _Cl _c .2' u, :z: CX) N I m 0 I CD -0 ,':j- ~ m I X w / (n CJ s Cl N / ~ 0 0 ct: L L 0 u ~ C: 0 _c::: ~ CXJ 0 en L Q) o_ .9- -"' ';J- o... DC / C: 0 ~ C: Q) DC / C: 0 ~ D' • <:= _c::: en ~ / V) J K L 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 2 T (206) 522-9510 F (206) 522-8344 WWW.PACI.AND.COM 3 4 5 6 CITY OF RENTON Approved by·------------------Date _______ _ Approved by·-----------------Date _______ _ Approved by:-----------------Date _______ _ Approved by:-----------------Date _______ _ 7 8 9 10 SURVEYED: DESIGNED: LRR DRAWN: CMD CHECKED: WFF NO. REVISION BY DATE APPR APPROVED: 11 SCALE: 12 AS NOTED ONE INCH AT FULL SCAL.£ IF NOT ONE INCH SCALE ACCORDINGl.Y 13 VERTICAL: NAVO 1988 HORIZONTAL: NAO 198J/1991 14 Cl TY ()F REN TC)N Planning/Building/Public Works Dept. 15 16 17 18 19 NE 1/ 4 OF S 32, T 23 N, R 5 E 200 0 ~ --- GRAPHIC 100 200 l~I SCALE 400 I ( IN FEET ) 1 inch = 200 ft. RENTON FIRESTONE 17808 108TH A VE SE NEIGHBORHOOD DETAIL MAP 800 I DATE: 09/29/2016 FIELDBOCK. PAGE: DRAWlt,;G NO: SHEET: OF: 12345678 -0 <( I O" w I 0 <( f:21 "' 3- 0 <( 0 "- ~~ "00 ·~,o a:: 0, w~ (/) "' ::, I I~ E " 0 O a,~ st C: .. Q) 0 a:: -/ "' 11:, c.o .~ ~ 0 0 ~ N~ STANDARD WALL TYPES NOTES: § 1111111111111111111111111 I I I I I: i: I: I: ~ -·-·-0-·-·- [ CLF2 ) -·-·:O:·-·- NOTES 1. SOME WALL TYPES MAY NOT BE USED. REFER TO PLANS 2. REFER TO STRUCTURAL DRAWINGS FOR STUD GAUGES AND ADDITIONAL FRAMING INFORMATION. 8" HIGH CONCRETE MASONRY UNIT OR 4" HIGH QUIK BRICK WITH HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY. ALL DECORATIVE SURFACES SHOULD FACE TO EXTERIOR SIDE ONLY. REFER TO ELEVATIONS. 8" CONCRETE MASONRY UNIT WITH HORIZONTAL REINFORCING AT 16" O.C. VERTICALLY. SMOOTH FACES ON BOTH SIDES (NO INSULATION IN INTERIOR WALLS) FRP BOARD GLUE EDGE TO EDGE OF SUBSTRATE. REFER TO INTERIOR ELEVATIONS ON SHEET A7 FOR HEIGHTS AF.F. 3 5/8" METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD BOTH SIDES. EXTEND PARTITION TO DECK (TYPICAL U.N.O.). USE MOISTURE RESISTANT GYPSUM BOARD ON INTERIOR SIDE OF TOILET AND MOP BASIN AREAS 3 5/8" METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD BOTH SIDES WITH SOUND ATTENUATION BLANKETS BETWEEN. EXTEND PARTITION TO DECK (TYPICAL U.N.O.) USE MOISTURE RESISTANT GYPSUM BOARD ON INTERIOR SIDE OF TOILET AND MOP BASIN AREAS AND BEHIND DRINKING FOUNTAINS 1 1/2" "Z" FURRING AT 24" O.C. (ON MASONRY WALL) WITH 5/8" GYPSUM BOARD. EXTEND 1 1/2" RIGID INSULATION TO DECK ABOVE. (TYPICAL UNO) USE MOISTURE RESISTANT GYPSUM BOARD IN TOILET AND MOP SINK AREAS AND 6" METAL STUDS@16" O.C. IN PLUMBING WALLS. 3 5/8" METAL STUDS AT 16" O.C. WITH 1/2" PLYWOOD BOTH SIDES, PAINTED (TYPICAL UNLESS NOTED OTHERWISE). 6" METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD BOTH SIDES WITH SOUND ATTENUATION BLANKETS BETWEEN. EXTEND PARTITION TO DECK (TYPICAL U.N.O.) AT SIM. CONDITION, EXTEND PARTITION 4" MIN. ABOVE CEILING. USE MOISTURE RESISTANT GYPSUM BOARD ON INTERIOR SIDE OF TOILET AND MOP BASIN AREAS. 6" METAL STUDS AT 16" O.C. WITH 1/2" PLYWOOD BOTH SIDES, PAINTED. 6" METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD BOTH SIDES, PAINTED. 3 5/8" METAL STUDS AT 16" O.C WITH 518" GYPSUM BOARD BOTH SIDES, 3/4" PLYWOOD ATTACHED TO STUDS ON SHOP SIDE ONLY. 2 1/2" 0 GALV STEEL POSTS AT 4' O.C. WITH 2" GALV. CHAINLINK FABRIC. AT SIM. CONDITION; 4' X 8' SHEETS OF 3/4" EXTERIOR GRADE PLYWOOD TO 12'-0" AFF ON INVENTORY SIDE 2 1/2" 0 GALV. STEEL POSTS AT 4' O.C. WITH 2" GALV CHAINLINK FABRIC STARTS AT 12'-8" AF.F. ON INVENTORY SIDE AND 4' X 8' SHEETS OF 3/4" EXTERIOR GRADE PLYWOOD TO 12'-8 1/2" AFF ON SERVICE BAY SIDE ACCESSORIES DESCRIPTION 42" GRAB BAR WITH WOOD BACKER, WITH 18" VERTICAL BAR AS REQUIRED. 36" GRAB BAR WITH WOOD BACKER TOILET TISSUE DISPENSER MIRROR -SEE ELEVATIONS FOR SIZE PAPER TOWEL DISPENSER & DISPOSAL SANITARY NAPKIN DISPOSAL UNIT COAT HOOK HANDICAP SIGN-MOUNT 5'-0" AFF TO CENTER 8" EDGE TO JAMB EDGE.' BABY CHANGING STATION. SEE DETAIL 1/N1 6 HALF LOCKER UNIT QTY(2)-(SECURE TO WALL) WRITING SURFACE, SEE DETAIL 11/A7 ; 1. PROVIDE WOOD BLOCKING AS REQUIRED FOR MOUNTING ACCESSORIES 2. ACCESSORY PACKAGE AVAILABLE FROM NATIONAL VENDOR. 3. REFER TO SHEET N1 FOR MOUNTING HEIGHTS, LOCATIONS, ETC OR TOILET ROOM ACCESSORIES. GENERAL NOTES 1. WALL DIMENSIONS ARE TO FINISH CLEAR DIMENSION. ALL MATERIALS MUST BE FIGURED INTO THE LAYOUT OF THE FRAMING. 2. MASONRY OPENING SHALL BE COORDINATED WITH WINDOW OR DOOR MANUFACTURES REQUIREMENTS. 3 PLUMBING ROUGH INS ARE CRITICAL FOR ADA CLEARANCES, VERIFY ALL PLUMBING ROUGH INS PRIOR TO INSTALLING ROOM FINISHES 4. ALL MASONRY DIMENSIONS ARE NOMINAL DIMENSIONS, MASONRY CONTRACTOR TO ADJUST COURSING AS NEEDED. 5. PROPOSED FIRE EXTINGUISHERS ARE LOCATED BY THE SYMBOL • F.E. COORDINATE TYPE, SIZE AND FINAL LOCATIONS WITH LOCAL FIRE OFFICIALS 6. ALL GYP. BRD WALLS THAT DO NOT EXTEND TO DECK SHALL BE BE BRACED IN (2) DIRECTIONS 3/4" THK. X 4'-0" H. PLYWOOD BACKING FOR MOUNTING TELEPHONE/ ELECTRICAL EQUIP. --------._ WATER HEATER, SEE PLUMBING----- 4" DIA STEEL BOLLARD, TYP OF (3) 7'-8 7/8" LINE.OF AREA TO KEEP CLEAR FROM ELECTRICAL ITEMS- PAINTED SAFETY YELLOW BY GENERAL CONTRACTOR. REFER TO SHEET N1 FOR STRIPING CONDITIONS 18'-8 7/8" 5'-1 7/8" CLR 7 112" 7'-1 7/8" 2 1/8" 7 5/8" CLR. "' -B "' c,- REFER 14/A6.1--~ }'l~~~f;:~~;;'.'~t(";: w ~ Ci_ REFER TO SHEET N1 FOR STRIPING CONDITIONS 2 A1 ~ ~~ ~ 0:: ow "' > b -' "' 0 3' 3 1/8" ROOF ACCESS LADDER '---J---1'~REFER TO Ci_ SHEET N1 FOR STRIPING CONDITION ENLARGED PLAN / ;; ;> J// // F.E 2'-9 3/8" ,/ I I \ MS2 $, <';' 'O,, f..... ' -- ; ///~, /f; ',\ / PHONE BOARD \ MS2 IT-ELEV7 ~ \ REFER I A OVERHEAD 10/A7 <D ' r-_-----a- I ' ~ ' ' ' ' ' ' A ' ' ~G 3' I ~ i ! 1'16 3/4" 11'-6" 1•t4 5/8" :;CLR. , ! -----------'j _j MS2 / $ CABINET, /B A~ D OFFICE SEE 12/A7 CL6~ET IJJITJ CUSTOMER -N ,;: -<D ' f-- 2_-V8" co r--;:::: r-- "' ;:: 0 ' "' "' C IJfilJ MS2 '.; SHOWROOM _____________ _µz·/.~·,z/,\2'/ZZ22-Z/;Z//ZZ/Z''.>i'~/2·',c,Z· Z,22/Z//z,.:z·,./Z/2<:C·/Z/2-'/ZZ,22/l'z,z;-->c!:· 4I/z::/_,~z_,::z~z~z~~2~~~z/z,.~'.! ___ __::I ':'10:0:l'_ _____ _IJ+li-~-'k 1 '-6" CLR., i i L ______________________ J 15'-111/2" MS2 4'-0" 8'-11 1/4" 2 1/8" ALL LOCATIONS AND DIMENSIONS ARE CRITICAL IN THIS PLAN. ADA CLEARANCES ARE TO BE VERIFIED PRIOR TO SETTING FINISHES. CHAINLINK FENCE POST PLYWOO SOAP DISPENSER 5 E 2" '-2" MS6 2" STRIPING REFER TO '--::::--tjc-,_3-:--: .. ~SHEET N1 Ci_ Ci_ 4'-8" LARGED PLAN SCALE: 1/4"=1'-0" BACKFLOWAND DOMESTIC WATER A1 SCALE 1/4"=1'-0" 0 -' ..,. "' ' "' a Q :r . "' :;; 6" !@ I 4'-0" 8'-6 5/8" CMU1 I ' I CMU1 27'-6" (7) EQUAL SPACES SIM. , CLF1 ' o.! ----~ (fll__ C"\J ·I _, a, 113'-4 1/4" I ' I ' ~-•. I ', ' INVENTO~Y [IQ[] i ' SERVICE. SEE PLUMBING SHEETS----~ AREA OF FIRE SPRINKLER SERVICE AND BOLLARDS-------~ GAS SERVICE. SEE PLUMBING SHEETS-------------~ 154'-0" OVERALL ;,. ' "' - ELECTRICAL SERVICE - SEE ELECTRICAL ' 40'-7 3/4" ---11"--11--.. rn ~I~-~ -• CLF2 1~~ ----I \m~~;A-=+=--rt=~t==-::=--=-+==C=LF~2=~~=~~~/.@ ·_ 1_~ CLF2 (11) EQUAL SPACES 48'-1 1/4" - I 1"x12" WOOD • FORM, TYP. ·, I 4'-1" '3'-0" STEP DOWN FROM FINISH FLOOR TYPICAL , AT ALL OVERHEAD DOORI- SEE STRUCTURAL • 1 DRAWINGS 17 I ' I 8'-4 1/4" 3'-0'' ~.---f:-;;?':ALIGNMENT RACK REC SSED SLAB OUTLINE AND FLOOR DRAIN SEE STRUCT. AND PLBG. NdTE PAINT PERIMETER STEEL YEL~OW TYPICAL ' I I '"'°::~,,,;f A'"~"' 14 SERVIC BAYS [j][] ' I 44'-6" 11 1/4" 4'-0" ~~~~~~~~ STATING "TURN EXHAU$T FAN ON ~ I I -"' L.:.;: ___ 0 62'-4 3/4" ANYTIME GAS CADDY IS IN USE" 3-0 13 II II I ·W 1,- IW :;; I_ iO'. ·W lo. wl@ 1-jn.. W>-0'.'.11-- 01: zo 0 1_, 0 o!o 1- 0j..:_j ,-·w -...-_....:...,Jj...,==== -t~ L == TYP. ' I ' OF AWNING ABO{E 12 ' 'l II II .I =.J.1:,...,._""'-'-:..-;;;.-:...;_-_J I ' 1 •. MS2 faa,aa-,,@, 8'-1' -9 "' 1 '· O" -j'-',-------- ' ' ' ' ' -I CUSTOMER SHOWROOM [J]QJ DOWNSPOUT TYP SEE ROOF PLAN FOR LOCATIONS ® I .... --:I" '' /----r-l1 © MS3 .I .1 L'.:....+-+--+---+---'------+-<-'- I· i L 5•..:0'' ENLARGED RJ_AN LINE OF AWNING ABOVE . I --_Jlf.' r . ·. I 11 :,I _--,. LINE OF ROOF ABOVE ® L..-1-J-i-LINE OF CANOPY ABOVE REFER 10/A4 7 SIM. :N ~B0~-:0 ALA M STROBE LOC TED PER FIRE ' 13'-4" b -' 0 ' 3j4" ' ' 1 O'-O" 3't" 3'j4" '*71"---t-·---''k---4,l'~---t--t----t-------'--+--'sc:rr--\~ul": . IF REQUIRED I 1 3L. ·. ' ' ' ·_b 3•J4•• · 2'(b' 5'-0" 16 '\ A1 3'~4". M.d • ·.--·10'-0" M.O .. n..!w <C\- ·1<( (.)' zh 0!>- 011-- oi~ i-..:jCil .m l_:_j 1w ' F,LOOR PLAN SCALE: 1/8"=1'-0" I SIM. APRON CONTROL JOINTS ARE TO BE LOCATED ON THE CENTER OF EACH PILASTER. (TYP.) MO PROJECT CONTACTS: I ~ 10'•0". MO 10·~0" I M.O. I TYP @ OH DOORS PHONE#: ARCHITECT: JEFF DAL TON, AIA (918) 587-8600 SGA DESIGN GROUP, P.C. NOTE: THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY. SITE INFORMATION WAS OBTAINED FROM THE CLIENTS DOCUMENTS; DESIGN MAY VARY. ·10'-0" !I M.O 3'~4" ' - I M.O. 1/4" ci i£;! ._: ..... ID ·-!~ la, 1 .. ·-' lw i 32'-10 3/4" M.O TYP @ SERVICE DOORS trestone ---@@~~[!:,lmfl§ &MLJ@ @&m[g· THIS DRAWING JS THE PROPERTY OF BRIDGESTONE RETAIL OPERATIONS, LLC AND IS LOANED ON THE EXPRESS CONDITION THAT IT IS NOT TO BE USED IN ANY WAY DELETERIOUS TO THE INTERESTS OF BRIDGESTONE RET"4L OPERATIONS, LLC. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING CONDITION ANO AS ADMISSION TO THE EXCLUSIVE OWNERSHIP IN AND TO THE DRAWING BY BRIDGESTONE RETAIL OPERATIONS, LLC. 108TH AVE SE NEAR NE CARR RENTON, WA KEY DROP BOX REFER. 16/A7 LINE OF CANOPY ABOVE REFER 1 O/A4 (· ~ ... l. SGA Design Group, P.c. g_ SHEET TITLE: 1437 South Boulder, Suite 550 Tulsa, Oklahoma 74119.3609 p: 918.587.8600 f; 918.587.8601 www.sgadesigngroup.com SHEET NUMBER: FLOOR PLAN AND NOTES PA1 -o r') (I'.'. 0 (/) -m "/ o~L-----------------------------------------------------------------~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~::::::::::::::::::::::::::::::::::::=::::::::::::::::::::::::::::::::=:--J O> ,, "O st 0 <( I fr'. WI 0 <( 0 LL I (Jl 0 / 0 <( 0 LL " w _J Cl'. :'.'- "' O> C ·3c a ~ 0 O> C "O "' O> C -~ a ~ 0 "O ;::!-::= co .92., lI"J (Jl Cl'. (Jl w-r/l (D :::, I <( I 3: E c· 0 0 '° ~ 0 lij •• Cl'. °"/ 12 0 lD.~ a 2 N 0.. to~ No:'. rJl "-[D w/ rJl •• 0.. 12 PREFINISHED ALUMINUM FASCIA. USE STANDARD 1 COLOR WITH CLOSEST MATCH TO BUILDING COLOR, TYP. __d,J .. 0. MASONRY . _. _. ~L: 123'·4" INTEGRAL COLOR CMU AM-1 LIGHT FIXTURE TYP., BLACK MOUNT TOP OF FIXTURE AT 10'-0" AFF---- _,. T.O~Ol-l_l)OORS~. ~L: 110'-0" BERRIDGE METAL CANOPY. PREWEATHERED GALVALUME ..d.J:.O~CONCRET_E_ ~L: 100'-0" QUIK BRIK QB-1 -~ 11 21 '-4" SCUPPER, TYP. OF (3) REF 8/A3, TYP OVERF~OW SCUPPER, TYP. OF (3) 1 REF 3/A3, TYP A.]l.O. SCUPPER ~l.:118'-1'1 ~ 20 0 DOOR & FRAME PAINTED PT-12 TYP. WITH DRIP CAP / 1 ' (NORTH) ELEVATION A4 SCALE: 1/8"-1'-0" PARAPET WALL AT ENTRY (BEYOND) -- 1 D 1' 4" 2'-8" -2'-8", EXHAUST PORT TYP. OPEN STEEL TUBE AWNING WITH TIE RODS AND TURN BUCKLE, PAINT BLACK GOOSE NECK LIGHT FIXTURES. SEE ELECT. SHEETS, TYP. ---, 12'-0 1/8" ,l<L---'-=-"''-""----,1< Ci_ '-3"(i_3'-6"~ 3'-6" '-9" '-9" 3'-6"Ci. 3'-6" (i_ ,Hf1~:-~9NR!~. -. GOOSENECK LIGH:.:_T~...---""J~ FIXTURE BEYOND ....-1....E_IXTURE MOUNTING HT. ~ ·. """'!'121'-71/2''TO CENTERLINE S SIGNAGE BEYOND-~- OPEN STEEL TUBE AWNING WITrl TIE RODS AND TUl,N BUCKLE, BEYOND BERRIDGE METAL CANOPY, PREWEATHERED GALVALUME,BEYOND EIFS, PAINTED PT-10 INTEGRAL COLOR CMU AM-1 ..d.J: O~CONCRETL. _. -.p EL: 100'-0" '=" QUIK BRIK QB-1 -------J © ~~~~a~,H,) ELEVATION A LIGHT FIXTURE TYP., BLACK MOUNT TOP OF FIXTURE AT 10'-0" AFF -------~ GOOSE NECK LIGHT FIXTURE BEYOND--~ _,. T.0._JAASONRY __ . ~L 123'-4" QUIK BRIK QB-1 BERRIDGE METAL CANOPY, PREWEATHERED GALVALUME DOOR & FRAME PAINTED PT-12 TYP. WITH DRIP CA _,. T.0. CONCRETE __ . ~L: 100'-0" C .. ROOF LINE BEYOND / / 8" / / / ' 1 D 8"/ / / ~0 ' 25'-4" ' ' ' 9 8 46'-8" 1, 4" '-8" -'-8" GOOSE N CK LIGHT FIXTURES SEE ELECT. SHEETS,TYP.---- SIGNAGE,ISEE 20/A4 .LLflXTURE MOUNTING HT. -,,--i20·-11"1iJCENTERUNE's. B.O. SCUPPER_.b... r. -EC:117'-9'"'1""' .. " .J. 12'-11 7/8" 4'-6" 4'-6" C. D DOD DD DOD DD 16 0 BOLLARDS, PAINTED PT-8 TYP. QUIK BRIK QB-1 14 0 0 2 - QUIK BRIK QB-1 COLLECTOR HEAD AND DOWNSPOUT. PAINT TO MATCH ADJACENT SURFACE. TYP cp cp cp cp ~~----Bl,RRIDGE PREWEATHER~D I 9ALVALUME ROOF BEY01D ~---R~U BEYOND SEE MECH I __.----R1TU SEE MECH 1 I ·-/ Ei(HAUST FAN, SEE MECHI. MATCH /ljDJACENT COLOR TYP. I 26-0 _,. T.O .. MASONRY VEL~20'-8 -' .J. 2 - 1'1:cCTRIC METER PAINT- TO MATCH BUILDING · ·GAS METER PAINT TO MATCH BUILDING ---EIFS, PAINTED PT-10 0 -e- PREFINISHED ALUMINUM FASCIA USE STANDARD COLOR WITH CLOSEST MATCH TO BUILDING COLOR, TYP. GOOSE NECK LIGHT FIXTURE BEYOND ,,__-l'a.=-s I GNAGE BEYOND OPEN STEEL TUBE AWNING WITH TIE RODS AND TURN BUCKLE BEYOND. BERRIDGE METAL CANOPY, PREWEATHERED GALVALUME BEYOND INTEGRAL COLOR J CMU AM-1 "' 20'-8" 2'-0' QUIK BRIK QB-1 LOUVER, SEE MECH. MATCH ADJACENT COLOR TYP. 5 26-8 D D D 12 0 4 39'-4" I I LOUVER, SEE MECH. MATCH ADJACENT COLOR TYP.-~ .J. D D D 11 0 / 1, 4" -'-8" 26'-8" 3'-6" 3'-6" 3'-6" Ci. Ci. Ci. Ci. Ci. Ci. -·-· EQ 2'-0' TYPl,l'-'L,i'--±...-rrflf1fttl+H\-thli'f+tll+t+tffA°rn-,.,.l.:---f..f' .J 1 '-4" 1 '-4" ® D .S. 24-0 BERRIDGE PREWEATHERED GALVALUME ROOF GOOSE NECK LIGHT FIXTURES, SEE ELECT. SHEETS, TYP. _. _. _. T.O. RIDGE .,I,_ EL: 129'-0'"f""' _. _ T.O. MASONRY .,I,_ EL: 125'-4'"f""' FIXTURE MOUNTING HT . .,I,_ 122'-7" TO CENTERLINE'!"" SIGNAGE, SEE 20A/A4 BERRIDGE METAL CANOPY, PREWEATHERED GALVALUME ___ T.Q WINDOW .,I,_ EL: 110'-0'"f""' LIGHT FIXTURE TYP., BLACK MOUNT TOP OF FIXTURE AT 10'-0" AFF FIRE KNOX BOX 6'-0" A.F.F. KEY DROP BOX PREFINISHED RED PREFINISHED ALUMINUM FASCIA. USE STANDARD COLOR WITH CLOSEST MATCH TO BUILDING COLOR, TYP. STANDING SEAM METAL ROOF DECK PREFINISHED WHITE, REF STRUCTURAL T.O. MASONRY .,I,_ EL 108'-0'' ABOVE SLAB"!""' . -. ~T.O. MASONR~ EL 107'-4" ABOVE SLAB"!""' GUTTER AND DOWNSPOUT PAINTED TO MATCH ADJACENT SURFACE QUIK BRIK QB-1 STANDARD SECTIONAL OVERHEAD DOORS WITH CLEAR SAFETY GLAZING AND PRE-FINISHED BEIGE SOLID PANELS . DOOR & FRAME PAINTED PT-12 TYP WITH DRIP CAP CLEAR ANODIZED ALUMINUM STORE FRONT WITH 1" INSULATED CLEAR SAFETY GLAZING. 17 TRASH ENCLOSURE ELEV. cp I I I I ~.~MASONRY 'I EL: 123'-4" I 2 - ..d.J: O~MASONRY ""°VEL: 125'-4'' - 0 GOOSE NECK LIGHT O 1 FIXTURES, SEE w Cl" ELECT. SHEETS, TYP. SIGNAGE, SEE 20A/A4 BERRIDGE METAL . d w CANOPY. . PREWEATHERED GALVALUME LIGHT FIXTURE TYP., BLACK MOUNT TOP OF FIXTURE AT 10'-0" AFF ..d.J: O~C.ONCRETE °'VEL: 100'-0'1 .J 2'-1 " Ii I, cp cp r ~ r I I I I I I I I I I I I I I C.J. 26-0 • PREFINISHED ALUMINUM FASCIA. USE STANDARD COLOR WITH CLOSEST MATCH TO BUILDING COLOR, TYP. T.O. MASONR~ r·-ECi23'-4" _/ QUIK BRIK QB-1 STEEL PIPE PAINT PT-13 OOD FENCE ,,.. T PT-13 1-.!; 6.1 SCALE: 1/4"=1'-0" .. 9'-4" 1 I I I ~ I I I I I I I I I I BOLLARD, -----' ' I I I I I ./ ' I ' I ' I I ' ' I I I I I / ' I EL 1 I I I ,- - PREFINISHED ALUMINUM FASCIA. USE STANDARD COLOR WITH CLOSEST MATCH TO BUILDING COLOR, TYP T.O. MASONR~ 08'-0'' ABOVE SLAB"!"" QUIK BRIK QB-1 18 ' ---EL 16~tJ-t TRASH ENCLOSURE ELEV. 6.1 SCALE: 1/4"=1'-0" PREFINISHED ALUMINUM FASCIA USE STANDARD COLOR WITH CLOSEST MATCH TO BUILDING COLOR, TYP. WHEEL FOR EA GAT /;ROVIDE SUPPORT E LEAF. - ~ T Q_MAS.ONRY .,I,_ EL: 108'-o-..-.;pr 1X6 CEDAR W SLATS, PAIN _,.STEEL . .PIRE PAINT PT-13 BOLLARQ,_-t-n~ --·--·-------__ --~----,c:-:~_..:c_-__ "----~-c~-,.......-. -----·--·--I_...~. __ ._.---.-_;,;. ,_ i-; I 1 '-4" ~II/OPEN LIGHT FIXTURE TYP., BLACK MOUNT TOP OF FIXTURE AT 10'-0" AFF A OPEN STEEL TUBE AWNING WITH TIE , RODS AND TURN BUCKLE, PAINT BLACK -[7 FIXTURE MOUNTING HT-'-""- . r-122'-7 1/2" TO CENTERLINE 'I'"/ 1 ./ RTU, SEE MECH I / \ ~OOF LINE BEYOND / -11 IT n,,- C.,J. 1 .... ---,.---c.J ' ' '--, ' , - ' ~ , , _, ' " T T " ~" ' ' - 1 '-4" --' - ' .© -,, ' -- PREFINISHED ALUMINUM FASCIA USE STANDARD COLOR WITH CLOSEST MATCH TO BUILDING COLOR, TYP. . _. _!.O~MASONRY .,I,_ EL: 123 '-4 '"f""" GOOSE NECK LIGHT FIXTURES, SEE ELECT SHEETS, TYP. LOUVER, SEE MECH. PAINT TO MATCH ADJACENT COLOR TYP. Z~® ' "1 I " LIGHT FIXTURE TYP., BLACK MOUNT TOP OF FIXTURE AT 10'-0" AFF I~, ;,-i"--INTEGRAL COLOR -' "' CMUAM-1 / 22'-o" '\_ • 24'-0" \ "-,_ l,2'-0~ I~ -'= I' "· - : i ~ '°' ~ ... l --~· .: '= ' --I/ ---,., co. c--I _ .... ;-i::' ---. -::. ::.-'".: -r-=--I .-c I '= :I=: t: = t::i:: :I=, ,, = ~ ,= ==, ,_ ~ ~ ~. ,_ -~ t:: -~ -~. C. ,_ ~ ~t:.: 17 -~· ,_ --~· e.;.-I -I -----·.: C'· -' I I -,c -::.,. I -----I/ -.: ,c. -~l~ -'" -::. J - -·-·-·-·-·-·-·-·-·-·- 19 TRASH ENCLOSURE ELEV. 6.1 SCALE 1/4"=1'-0" CLEAR ANODIZED ALUMINUM STORE / FRONT WITH 1" INSULATED CLEAR SAFETY GLAZING. _________ _J "~----"ADDRESS" BLACK6" VINYL NUMBERS ON WHITE VINYL BACKER \ ""'---·--QUIK BRIK QB-1 CLEAR ANODIZED ALUMINUM STORE FRONT WITH 1" INSULATED CLEAR SAFETY GLAZING. PROJECT CONTACTS: PHONE#: ARCHITECT: JEFF DAL TON, AIA (918) 587-8600 SGA DESIGN GROUP, P.C. NOTE: THIS DRAWING IS FOR CONCEPTUAL PURPOSES ONLY. SITE INFORMATION WAS OBTAINED FROM THE CLIENTS DOCUMENTS; DESIGN MAY VARY. trestone ---@@!Ml!Pl1[§TI'~ &,(!JJjj@ @~· THIS DRAWING IS THE PROPERTY OF BRIDGESTONE RETAIL OPERATIONS, LLC AND IS LOANED ON THE EXPRESS CONDITION THAT IT IS NOT TO BE USED IN ANY WAY DELETERIOUS TO THE INrERESTS OF BRIDGESTONE RETAIL OPERATIONS, LLC. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING CONDITION AND AS ADMISSION TO THE EXCLUSIVE OWNERSHIP IN AND TO THE DRAWING BY BRIDGESTONE RETAIL OPERATIONS, LLC. 108TH AVE SE NEAR NE CARR RENTON, WA .. ' , "'" ' .. ,-.. , .. SGA Design Group, P.C. B". 1437 South Boulder, Suite 550 Tulsa, Oklahoma 74119.3609 p: 918.587.8600 f: 918.587.8601 www.sgadesigngroup.com SHEET TITLE EXTERIOR ELEVATIONS & DETAILS SHEET NUMBER PA4 ,, ,,--,.,, ~·-·,h·'i-1w t · ··1h'·':;, ,,i,."'-b'tltt:MtW A ~-B w z 0 I- C/) w a: LL C z 0 1-z w a: D E F G H 2 3 4 5 6 PLANTING NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO (1) VERIFY THE LOCATIONS OF UTlLITY LINES IN AND ADJACENT TO THE WORK AREA, (2) PROTECT ALL UTILITY LINES DURING THE CONSTRUCTlON PERIOD, AND (3) REPAIR ANY AND ALL DAMAGE TO UTILITlES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTlON. 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTlTIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. PLANT MA TERI AL QUANTlTlES SHOWN ARE APPROXIMATE. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, MOWING, ETC.) OF THE PLANTING AND LAWN AREAS FOR THE CONSTRUCTION PERIOD. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A (1) YEAR PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH BARK MULCH TO A MINIMUM DEPTH OF THREE INCHES. 15. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 16. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITlON THROUGHOUT THE CONSTRUCTION PERIOD. 17. ALL PLANT MATERIALS QUANTlTIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN GRAPHICALLY. 18. ALL LANDSCAPE BED AREAS ARE TO RECEIVE 6" OF TOPSOIL. 19. REFER TO PLANS FOR ALL INFORMATlON NEEDED FOR IMPLEMENTATlON OF PLANTlNG PLANS. 20. ALL LANDSCAPED AREAS ARE TO BE WATERED VIA DESIGN/BUILD AUTOMATIC IRRIGATION SYSTEM. 21. INST ALL A WEED BARRIER IN ALL LANDSCAPE BED AREAS. 22. PARKING LOT PLANTERS SHALL BE BERMEO AT A 5:1 SLOPE. THERE SHALL BE A 1.5" CURB REVEAL ALONG THE BACK EDGE OF CURB TO PREVENT MULCH FROM SLUFFING ONTO PAVEMENT. LOT COVERAGE CALCULATIONS TOTAL SQUARE FOOTAGE OF THE SITE AND FOOTPRINTS OF ALL BUILDINGS: SITE BUILDING TOTAL SQUARE FOOTAGE OF EXISTING AND PROPOSED IMPERVIOUS SURFACE AREA(S): EXISTING BUILDING IMPERVIOUS (NON-BUILDING) PROPOSED BUILDING IMPERVIOUS (NON-BUILDING) <l 35,526 SF 8,261 SF 2,542 SF 18,886 SF 8,261 SF 18,198 SF LANDSCAPE DAT A LANDSCAPING REQUIREMENTS: STREET FRONTAGE SIGHT OBSCURING BARRIER WHEN ABUTTING WITH RESIDENTIAL ZONE MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SPACE MINIMUM INTERIOR LANDSCAPE AREA PARKING ANALYSIS NUMBER OF PARKING SPACES REQUIRED BY CITY CODE: 7 SQUARE FOOTAGE (BY FLOOR AND OVERALL TOTAL) OF EACH INDIVIDUAL BUILDING AND/OR USE: BUILDING ·-~ 8,261 SF NUMBER AND DIMENSIONS OF STANDARD, COMPACT, AND ADA ACCESSIBLE SPACES PROVIDED: PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES: ,:' .. , . 74% SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: PERIMETER INTERIOR CITY OF RENTON 8 / r .. • I .... + .. r. ... ... I I . . ·~·. ... •• . . • • • ... . . ~· . . ••• . . . . . ... . . . • ' .. 9 10 11 12 13 14 ... .. 15 I v ii-. ~. ~. ~~~~;;;;;;;;;;;;;;;;;;;;§~~~i=;: .. ::S::S~~~:ii:E~~¢:::;==='=;=~::::::::=~=:=c:==~==~~~~r--r--r-:-:-: .. ,ci I > ',,-1+ q. • <1 -• ' • '.1-... -. : i : .... . •4 . -. 4 ·, 4 . ;I. ... •. ·. A : •• :· • ,. 1 ·-~ '4.·,,·· :?.~-.:~; ... ~ .... ~..... .5_ . . . . . 4 .3.· ... :· ..... -.. . .. .· 4,· -~. I : : :1: .· • ._..&i . -~ ·• ·.. ·. ~ •· !,4 . .". . ·" .-• . . ·. j,• • ~ . .-<! • .• 4 • I ·. . " J<iia=~_;1E~r{/ . . . • I I I I I I I . . . o. 7506200772 16 17 18 19 NE 1/ 4 OF S 32, T 23 N, R 5 E FND 1 /2" REBAR & CAP "DELTA LS 18103" I 15· co ' Krow wha~'s below. Call ~efore you dig. t----r---. ~--~- ··-··-' 10' 15' 15 SF 360 SF 21 24 8,296 SF 771 SF PLANT SCHEDULE SYMBOL 0 ® ++t+t++t .... ++-1-+++ t+T+t+tt +++ti-+++ +++++t++ ................ +++++-t++ +++++++ BOTANICAL/COMMON NAME SIZE/COMMENTS TREES ACER PLATANOIDES 'COLUMNARBROAD' / 2" CAL., MATCHED SET, B&B, 1 O' MIN.HT., PARKWAY MAPLE BRANCHED @ 5', SPECIMEN QUALITY PYRUS CALLERYANA 'CAPITAL' / 'CAPITAL' FLOWERING PEAR PINUS NIGRA / AUSTRIAN BLACK PINE CALOCEDRUS DECURRENS / INCENSE CEDAR THUJA OCCIDENT ALIS 'SMARAGD' / EMERALD GREEN ARBORVITAE GROUND COVER ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK COTONEASTER DAMMERI 'CORAL BEAUTY/ 'CORAL BEAUTY' COTONEASTER GAUL THERIA SH ALLON / SALAL HELITRICHON SEMPERVIRENS / BLUE OAT GRASS SURVEYED; DRAWN: 2" CAL., MATCHED SET, B&B, 10' MIN. HT., BRANCHED @ 5', SPECIMEN QUALITY 8' -9' MIN. HT., WELL FORMED, B&B 6' HT., B&B, FULL & BUSHY, SPECIMEN QUALITY 5'-6' HT., B&B, FULL & BUSHY, MATCHED VARIETIES 1 GAL. CONT., PLANT @ 18" O.C. 2 GAL. CONT., FULL & BUSHY. PLANT @ 3' O.C., 1 GAL. CONT., PLANT @ 24" O.C. 2 GAL. CONT., FULL & BUSHY. PLANT @ 2' o.c., AS NOTED VERTICAL: NAVD 1988 HORIZONTAL.l NAO 1983/1991 GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 Inch = 20 ft. SYM. BOTANICAL/COMMON NAME SIZE/COMMENTS @ @ ® ® $ SHRUBS EUONYMUS ALATA 'COMPACTA' / DWARF WINGED EUONYMUS MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE PRUNUS LAUROCERASUS 'NANA' / DWARF ENGLISH LAUREL RHODODENDRON 'PJM' / 'PJM' RHODODENDRON SPIRAEA X BUMALDA 'DOLCHICA'/ DOLCHICA BUMALDA SPIRAEA TAXUS X MEDIA 'DENSIFORMIS' / DENSE SPREADING YEW 5 GAL. CONT., FULL & BUSHY, SPECIMEN QUALITY. SPACE AT 4' 0.C. 5 GAL. CONT., FULL & BUSHY. PLANT AT 3' o.c. 18-24" SPRD., B&B, FULL & BUSHY, SPACE AT 4' O.C. 18"-24" HT., FULL & BUSHY, SPECIMEN QUALITY 2 GAL., CONT., FULL & BUSHY. PLANT AT 3' o.c. 5 GAL., CONT., FULL & BUSHY, SPECIMEN QUALITY. PLANT AT 4' 0.C. CALAMAGROSTIS X ACUTlFLORA 'KARL FOERSTER' 5 GAL., CONT., FULL & BUSHY, SPECIMEN / 'KARL FOERSTER' FEATHER REED GRASS QUALITY. PLANT AT 3' O.C. .__.... .. --. LANDSCAPE PLAN DATE: 10/06/2016 Fl(L0600K: PAGE: Approved by: Dote _____ t---+--------------+--+---+--1-.....:D:::::M:::_D .!...'I N::_FG:::____J I ONE INCH I CITY OF RENTON RENTON FIRESTONE 17808 108TH A VE SE DRAWING NO: 250 4th Avenue S. Suite 101 Edmonds, WA 98020 T ( 425) 275-980.8 F ( 425) 275-0272 www.PAclAND.COM Expires on 6-28-2017 CHECKED: Approved by:----------·--Dote ______ 1----1--------------~--1----1---~ __ TSP ___ -1 Approved by:----------Dote_____ NO. REVISION BY DATE APPR _,oveo, AT FULL SCALE tf NOT ONE INCH SCALE ACCORDINGlY Planning/Building/Public Works Dept. SHEET: OF: L-1.0 2 12345678 A '-----8 w z 0 1- U) w 0: LL C z 0 1-z w 0: Ci.. De: w De: D E F G H ~ J 0 5 0 N ,,,,,.- -0 0 0 ~ ~ ~ 0 0 -0 C 0 K L 2 3 4 5 6 SITE NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDlllONAL PAVING MARKING REQUIREMENTS.) PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 7 8 9 10 11 12 13 M rfu 00 l's f'") ~ ~ 3' ~I ~ t') co ,'l Iii 12. 13. ALL ISLANDS WITH CURB AND GUTIER SHALL BE LANDSCAPED. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. i ,-[ _t1@!::~~!~~ 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORlllES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 15. 16. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S) AND THE LIGHTING PANEL, AS WELL AS THE SIGN BASE. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. SITE DATA PARCEL ZONING: CA -COMMERCIAL ARTERIAL BUILDING DAT A FIRESTONE AREA: 8,261 SF PARKING DATA REQUIRED PARKING REQUIRED RATIO: REQUIRED STALLS: PROVIDED PARKING 2.5/1000 SF BUILDING AREA 21 SPACES STANDARD STALLS: 23 ACCESSIBLE ST ALLS: 1 TOTAL STALLS: 24 *25% INCREASE IN MAXIMUM PARKING ALLOWED PER RMC 4-4-080.10.c STALL DIMENSIONS STANDARD STALL: 9'X20' *WHERE ADJACENT TO LANDSCAPING PARKING STALLS UTILIZE A '2' OVERHANG AS PART OF THE TOTAL LENGTH PER RMC 4-4-080.8.e ZONING DATA SETBACKS: MINIMUM FRONT YARD 15' MAXIMUM FRONT YARD 20' MINIMUM SIDE YARD ALONG STREET 15' MAXIMUM SIDE YARD ALONG STREET 20' MINIMUM FREEWAY FRONTAGE SETBACK 10' MINIMUM REAR YARD IF ABUTS RESIDENTIAL 15' MINIMUM SIDE YARD IF ADJACENT TO RES!. 15' LANDSCAPE DATA LANDSCAPING REQUIREMENTS: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING RESIDENTIAL ZONE 15' MINIMUM INTERIOR LANDSCAPE AREA PER PARKING SP ACE 15 SF MINIMUM INTERIOR LANDSCAPE AREA 360 SF PARKING LOT LANDSCAPING 771 SF PERIMETER LANDSCAPING 8,296 SF *AREAS BASED ON PARCEL AFTER R/W DEDICATION CITY OF RENTON i _41.10' CONSTRUCTION KEY NOTES 8,261 SF FFE401.00 154' @ CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON G) FIRESTONE SIGN STANDARD PLAN 101 ® ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER TRASH ENCLOSURE, SEE ARCH PLANS PER CITY OF RENTON STANDARD PLAN 101 @ ADA STALL W/ SIGN. SLOPE IN ADA STALLS AND LANDING (D CEMENT CONCRETE VALLEY GUTIER AREAS SHALL BE NOT MORE THAN 2% IN ANY DIRECTION. @ STOP BAR @ STOP SIGN © NO PARKING-LOADING ZONE (E) STANDARD DUTY ASPHALT (Q) STANDARD CONCRETE PAVEMENT @ CONCRETE SIDEWALK PAVEMENT CD TIE INTO EXISTING SIDEWALK @ RIGHT-TURN ONLY SIGN @ RETAINING WALL, < 4'-HIGH ® BIKE RACK (2 SPACES) (§) FUTURE CROSS-ACCESS CONNECTION ® EXTRUDED CURB SURVEYED: AS NOTED r---+---------------J----+---+---1 DESIGNED: Approved by:--------------Date_______ LRR 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522·9510 F (206) 522·8344 www.PAClAND.COM ORAWN: Approved by: _______________ Date ______ i---1--------------t---t---+----J.-....:C::::MD~---I CHECKED: Approved by: _______________ Date _____ >----+--------------.l---1----1---i--w_F_F ----1 Approved by:---------------Date__ NO. REVISION BY DATE APPR APPROVED, I ONE INCH I AT FUU. SCAL~ If NOT ONE INCH SCALE ACCOROINGL.Y VERTICAL: NAVO 1958 HORIZONTAL: NAD 1983/1991 14 CITY OF RENTON Planning/Building/Public Works Dept. 15 16 17 18 19 NE 1/ 4 OF S 32, T 23 N, A 5 E 15' " " Know what's below. Call before you dig. r .k @-c_ _· ~-· Ol_ N . ' CJ --'Q ~ Cl " " I IT.i 11.5' R/W DEDICATION . I I D 1 r I 1 GRAPHIC SCALE 40 80 1 ___ ---11 ( IN FEET ) 1 inch = 20 ft. LEGEND STANDARD DUTY ASPHALT STANDARD DUTY CONCRETE PAVEMENT CONCRETE SIDEWALK PAVEMENT LANDSCAPED AREA CONCRETE CURB PROPERTY LINE ------ RETAINING WALL ( < 4' -HIGH) BOLLARD SIGN LIGHT POLE COMPACT STALL NUMBER OF PARKING STALLS PER ROW DIRECTIONAL PAVEMENT MARKINGS RENTON FIRESTONE 17808 108TH A VE SE SITE PLAN ® o--a C @ .. ... DATE: 12/06/2016 FlELDBOOK: PAGE: DRAWING NO: C-1.0 SHEET: OF: 12345678