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Job Number 15432 Sheet EX-4 --of P· ,;0,'\,::1, ... pr, I ~ ---""1 I I ----a ~ ;;; -=---. . ;;; . -=---I I ~ ~ 10 i ~ . ~! I I I '1 ! ~ '. ~ I O ~ ~ ~ ~-~-~-~ -~ -~ -~ -~ ~ ~ ~-~-~-~_~I '--- i ~~ il ~ "T\ :;:, ::::-- o) ~ { ~ ~ ,- ·1 ··L - 0 '\.' ® A ~ ¥ ~ '\. @0 '\. '\. Q '\. '\. 0 ¢ 0 '\. '\. ~ ' \ @G 08 ® ""''\. '\. '\. Q A~ ¥ I / a:, '\. '\. T / / • " '\. '\. '\. '\. '\. Q "> ~ / / / / / / / t> 4 • .. - i~ IQ!" ;;I ;"1 r:-, I 71' "' t> 4 -IS I l:l. t> 4 ------ • t> ,, 1:r -"' fr , (1 I ' ' C) tn ....... .; 11· "' C, ~~ !S !" ,., ;"1 ....... 0 • • ~Ph City of Renton Pla nnin g Di vision FEB '2 8 2D13 ""'-I 0ate I BJ J ckd. l !«i<. -- 18215 72ND AVENUE SOUTH I Designed -·-1 KENT, WA 98032 I Drawn d" I (425) 251-6222 (425) 251-8782 I Checked _. I Approved -· - CIVIL ENGINEERING , LAND PLANNING, SURVEYING , ENVIRONMENTAL SERV ICES I Dat9 01/10/13 I Scafe: I For: Horizontal 1" = 10' Vertical NIA I THE KROGER CO. 3800 S.E. 22ND AVENUE PORTLAND, OREGON Title : COLORED LANDSCAPE PLAN QFC FUEL SWC DUVALL AVE. & N.E. 4TH ST RENTON, WASHINGTON \ 1 "=1 O' 0 5 10 20 --'----G ----G -~~-G -w -w W--w~-w-- 1~---!,---sn SD -7-7-7-7-~ /1 I /1 I /1 I /1 ~ ~ ~ ~ ~ ~ /I I /1 I /l I /j )i ). I 0 O I ----------,------.J I I I " " I I " " r " " " j " I I " + " " " .j I " " t " I " " " " :i SD ,, ,, ,, " ,, ,, " ,, " ,, " ,, ,, ,, ,, ,, ,, ,, " " -~-----G -----,c---G © Q) / ' // 0 '\ CD @) 0 A D (@ ~---·-l" ' ONLY ----- w 1851) --I I ,_ w w w w w w pCIJM ----'-----· (LJQ) ------________ p_<!JJ,>_________ P<U l ,----=---- --------1-1-------------------- T T @11 •® • • ,ru i ! ____ I ---T -__ ...- I ------- I , r G I----,-·'.---~f'"; v --. ------r ---','-'---,-.,----1 t I ·-. I :-------c----21 c.::::::.::.:.-:.1 j l ; · .-::--------, -I 1· • I ---------·, _ I / ex1 ! · I t / : ____________ ) _____________ ,------------c---------------------------------i I I 1 11 • i --f -·r -----------T-·--c·------------T·----~s-------- : ·l l ' · I, I 1. 11r ii ! I : < ·' ·_. ·-j ' ,> i I · I ]VAULT i l 11s ~· . : I l : ' ' ' ' ' -: j f i ACCESS ! ' I ' ,, ' G ' ' ' ' ' , G ' -1-- ' ' -i:= ' ' ---="-''! C .. ·. ·===.:-:::J ' ' ' ' ' ' ' ' ' ' ----- ' ' ' ' ' 0 .. ' ' ... C,' --· . \ L\=88.41 '1, R=25.00' . L=38.70' :g WV WV 3; w~1>E W .;n~ i P(U( -+-T - n 11 I WV VI--W 1-""'-.hL t ,WV' ,! C: 0 C .... ,0 C: 0 (1) .? cr:q .... 0) 0 .s C .i!-C ·-~ () Q • ' • ' .li ~ C 0 m -~ 8, ~ ~ N ~ C") E " ..._... z ~ LO .<] ,,...- " • -~ " ~ - * ~ U) $ z (/) w -0 (!) -~ ii: zw z (/) <C . .J a!~ Cl z zW < ::;; ...J z " il -0 (!) Q'. z--> Q'. z Ww w -z (!) e9Z z :,:: WW cc! ii: ~ ::, u (/) C") I >< w '5 ,.r. l "i 0 0 CL -P (/) (/) 0 )> 0 r r'.1 C C, ---i "--I "' ' II --1 f"Tl b r f"Tl < ~ 0 z ~ ffi ~ ,, n-, CD ffi ..., = 00:, ~ ~ = ffi '-' [g Job Number 15432 Sheet EX-2 --of .;\ ~ __ ,_,_, -,--,-, ( I = h y 0 ,, 0 -~_:_t·~~ ,,-----,~ IH-IY . . -•·· -. [ __ -__:_ j -- L) (') ru ;:;: 5 '< ::;-0 co ..... 0 JJ <' Cl> iii ::, --.... g 0 ::, ·I· ·+ ~_. :1-~ • I -- • + L_~i_1_i CTTJ I I i'--; , ____ _ ~ ----- ;; 18215 72ND AVENUE SOUTH -KENT, WA 98032 (425) 251-6222 (425) 251-8782 CIVIL_E __ NG INEERING ,_LANO PL ANNING, SURVEYING , ENVIRONMENTA L SERVICES I Designed I Drawn N) U) f"Tl n )> )> r r'.1 (/) C, ---i "--"' f"Tl ' II r --f"Tl b_ < -)> ---i 0 z C..J V, <:: 0 < i!?-f"Tl r'.1 (/) "' ---i '-. ;, f"Tl -r ~~ -~ 0 z ---1 d I I Checked _-I Approved --- I Date 01 107/13 I I j I t-+ -• --. --• j I [ I I I- I I I ~ T t- l • jl ! f I ' ---r 1 _ _;_ __ +--~-__ --, _, . •-. I -!.--I I . ----1 I J-:-1 , · · , I I . t-I ! ti I I ~ _ I ·-i, ; : • I I I -------__ l--t------,--I ;~s111 '.?) Scale: Horizontal HSCALE Vertical VSCA LE I --- -------~ Iii §.i H ~~ H ~u,}~~H "• '• --~ -, I o: I ===-=n i: • ,, j:::!, ~ • ;) l ' ·~c0 -f rJ , I 1 ,1 . r' -----i----'.-. ·t' i --- I r I · : -1 , t ' .--,-i '/_ --,----r-r----------i "~--1 --i ·-r___; ·~ I ·1-:1:~~, ' • 1 . t" , j I + t .).. i , I I t i ---L--l--·-+ I I : ! 1---: -: ' ·--,-+-J ~--I- -1 _ -l_ t ~ 1 _J____ • f+l r I For: I ---~--···----- f ----I :-±==-----==-· ::..-.1r ii h y THE KROGER CO. 3800 S.E. 22ND AVENUE PORTLAND, OREGON --" U) z 0 )> 0 r r'.1 :::0 "" ---i "--I "' ' II --, f"Tl b r ' f"Tl ~ ---i 0 z "' L _I _1_1 l e , , : 1 ,Un ll:==~=c--==c==1 ff t-----t 1~ ,~,I I I \": \II I I I ! ~ ?'LJ i= t 1 1 I -1 I I I I ·, ~ I I = ! j . ! I I ------ LJ 11:1 N r ·r i ill I I ,_ Dale I By I Ck<I I AP>r- Title: h y 0 ,, 0 Ro·,laloo CANOPY ELEVATIONS QFC FUEL SWC DUVALL AVE. & N.E. 4TH ST RENTON, WASHINGTON s 1"=100' 0 " -l~.H 1 " .,. 2LD 71(1 :,._, lU ~"' . 50 u ' '-z '0 z ~ rn ~ 10 0 SF 1e102 s ~ 9,~p I JO B 3 0 15.()'oi) ~1.Jf::_, "' Sa ?.; d ----l g :7fri5.~ .; /'J'.)<_1 -· 7:3_ ill lN ·,•)( . 71 J 0 ,• . •-· T --., w ;, z 0 z :::, ;; N M -~ eN '" a M rl . ---~iZ ' 72 A C :,,., "' " "' " 0 'Z ,. ~· ' 0 z ~ ~ g :,. "-' ~ ' ~ ro N " "6 Q"' ........ . ~;::: V V Q ., ,, 1 4 2 . 1 2 200 O. 51 >I.C <:rr:-.. l ~ :;> .12 _(N_. E 1 6 0 22•)00 SF •))t:8 -------,.mr ~trr"---- 3(1 ' R D. E li"I T . ~~ Sl:I -D2 -S3 W --···-----.-- REN SP 395.7 9 LOT 1 . ," 7910119003 LO T2 "9298 St r ·, ! l t-~-~~126.2 5~. 3 -02,:.53 'ii a ' 6 f!35 SF' rm i'.- - 29 J . 7 6 • ,:)Si I 7, . 40 AC LJ 4. 6 .J 214. -1 1 i 'i J ··1 ,. ~; "I -~ .. ~ a ' '-~ :;:i u{ .:, <• •I ! I 1 54.9.Sa S F i 3 .55 .".C i 9129: J)7(,~.t/ ~l ~ 45 3a; :n ~ 2012(i;f1600d525 .,, GO N 5:1-43 -2 1 E'. a , M 0 .66 AC 3$4H Sf t!l)ll H S!i -43 -21 E: 10 3 324 , 03 SIJ RV • 1 8).02 ' 0 0 , ,-, "' ' 0 0 N :; M .;: '" ;: .. m 0 a .. 52 2 3 1 5 l'"T , 1:0 R!l 29305 ~;- ~1065 " 19B67 SF "11' S 9&-L !-(H 6 {l6 3 .5{lj !. 2'.'r * 9(Rf SF I ;;: J:72EO 5 r JO'' I ::.; C " • 0 ~ ,n ' ~ a ' 0 = ?7 4 +/- "''""' RENT ON L ! .. ,A . LU A . 94 -07 5 !•I. UL S . 2 J 7 ' a ro 11921 SF 9375 ~5ill.B SF 2. 2r; .;c 9fij2 ,:ol':V . 0 , '7'5 A:: ~JQ~ w Q N ' '" m 22092 SF- ~l -l 3/CB6ii ':10?1 N 0 ' e a ' a a ' PCL 2 ' "' Q ' a a z ~50 . 70 1 0 6. 2 ./ ll ~-:) -' }!) 5 . 4 8 2 . 90 AC 'J35 N6e.-03 -08W PCL 1 BLA LU.i\ 98 -007 9803 09 9022 :i. 4e -~-c 90-1? 0 s 45 .97 " , . ' ' i ----.. 65 )/_ './-_ OT? O F R.EtJ'i'"O tl O P.D. 3 551 3 .3 .r? 0 "' c t TY o r uwro,i ORO. ~41 0 ,N I" ~ __ I _, _12-:.2.aa 129 .l:.a& ' S.E. _12_8T!'l 13T. I ' ! ,, __ .,, ... ' '.o C) 3 162>1-P 9 0 3 6 s o g; 91:·,,_.l a ~H5 C)C) 156 -70 hl:1---,~';.'~'-...,,...,.,,!:t-;:----,~'---i-,:,-r,-----j '--') l.. '-" L ·~>. •,u $ ~ r ·.;:,s '"-'l w ' J C\J z ) .,. I; r .... uJi ~I;: g C) ~i o 7200 S F Ii (v 1 047 3 :>!' 2 L o t , :;; y'f';' C) 9212 ;:n-nc: 111~· ioo :;, 17 . 8 '1 2SD50 SY l'-l(J~2 l26 .!:14 ,., 0 , "' "' ' N "' 0 I "' O', LO T "2 " 599% SF "1-il!; 1. J<& P.C 9t 0] '" 0 > e u ::l ! JO 3 0 .:? 20 7 .0 42 1 00 2.30 ~! 20 rr...-----..1 -----..: .. ___ .:,::.:.;.:,::.:_ __ ..,,~-~., ... " ,,,,_ .. :.'.'.'.'... ___ L _______ .:2~-------.--~ o! I ' ! ,-,; ,..:i ..:i I C) l!) C) I "J C) I "s' :::, ..:i Lo t 2 4 . 5 1 AC -3 0 - '" o, ro .,.. JM>:t 9231 N 0 .,. .. ,, TR F .. , . =~l ,m d :a <t.n~itbv@ ,.,.,.,.. 301!et i UND '.rfJ l5 2 . 9] ",o;;.c. 330 H ::; 4 nr,4Q ,.,, &_ l 7 '336".lil t,.. 5 so 'J, 17. 9t, : .• ; ]637 ~ ';. 6 ,,r~ -~ TR A !-i GPA 010030 ,1',.f 18 .,.,,r .. ,;5-s1 , llfi • ""ii':>..: •• 36 . ,, 17.!li 29 4 %9-# c:z-c,,o SC H I O TRE "t c.,··· d~i::"" c,p~n 11pac . ' I J ~o . 31 "'"' 30-2, ;a; ~-56 liStl s-a . a? ..., J. ao JOD a,, "" ..,,., 55 ~.t;S ~ a7. l.9 j ~p q ALDER i~F VOL 251 I 37-42 .Jr) 0 • •',!l ' 1.1.? ' 2 E " z n 0 , ;; • ff, (J) w -() Ul5 ~ a:: zw z (J) <-' ii ;:5 oz zW <2 ..'.JZ .-Q (!) a:: z--> a:: z Ww w . z (!) 6~ Z>-WW _,> -a:: 2:::, () (/) "I"""" I X w 1'=20' 20;<---------,40 · SEWER 1.'ANKOLE (54" DIA) RIM = 408.45 24 "? E = 25 '+ DEEP 24"? W = 25'+ DEEP (FLOWS TO WEST) 8" PVC DROP SSE = 39 1.87 8" PVC DROP NW = 401 .48 -ss RIM = 407.29 2" CMP E = 403.29 CATCH BASIN\ SOI.ID LID 12" D.I. S = 405.44 ~ C : ' • ::SJO ----SD -----S; ---·=-' ¥---:e \ CATCH BASIN RIM = 407.25 12" D.I . N = 405.60 1' ROUN D BLDG. COLU MN (TYP ICAL) CLEARING AND---... GRADING LIMITS EXISTING RETAIL BUILDING DAYLIGHT SWALE \3 TO PAVEMENT 1,.01 Rt:.i'\10~ c1'f< o~_o:i \-1'.i.1' 1...1.lf:..-O SEE TANK PLANS FOR DETAILS ON ELEVATING SLAB AT MANWAYS APN 152305-'~f-) HCW FAMILY PARTNERS. LLC CATCH BASIN TYPE 1 L RIM = 405.20 12" CMP E = 400.30 12" CMP W = 400.38 GRADING PLAN RIM = 403.66 == 24" CONG NE = 382.29 ~ SEWER MANHOLE (54" DIA)\ 18' PVC N = 382.16 ~ 24" CONC W = 382.10 ·\ ,::----;;'"' (cLOWS llNI/EST) • ri =::"":7-'==:"'=6" D.<. VERT SE ~ 39h£._\ ~\ ~ I ~I , --=====-\~ -=p=F=;~-=~ I =--:1 ' IRRIG. VALVE CATCH BASI N RIM = 398.43 12" D.I. N '" 394.59 12" D.i. S = 394.59 SEWEH fy!A NHOLE (54" DIA) ~~. ~oj~3i 6= 382.56 24" CONC SW = 382.43 (FLOWS TO WEST) ~CATCH BASIN SOUD LID RIM = 402.77 12" CCNC E = 398 .42 12" CMP W = 398.85 18" CONC N = 398.71 NORTH LIN E NW1 / 4 'l /owrn POLE i · I W/ RR SPIKE , I / (SITE BENCHMARK \\ , v' ELEV "'" 400.60) I \. ~ r\~, ....__CATCH BASIN --------;7! I RIM = 398.14 8 Y--_:1"_:MP =-~ 3~5.70 CATCH SAS iN TYPE 1 L RIM = 401.71 12" CO NC E = 397.36 12" CONC W ~ 397.36 • MATCH GRADE ALONG SAWCUT LINE APN 15230 5-9084 ....____, CA1CH BASiN RIM = 397,43 12" DJ. W = 395.38 f 12" D.i. S = 395.38 '\ , "i-f 8" CMP N = 395.38 , ' i f ~-CATCH BASIN \. \ WOOD SOLID LID \. \ r FENCE RI~ = 397.91 ""'' 12 D.!. N = 395.37 ' 12" D.I. W = 395.37 \ 12~ DJ. E = 395.37 VAULT ~ CATC H "JA<'N i ACCESS ~ . . ~ "1' \ " ' RIM =· 397 .38 ', :!;.~12" D.I. S = 395.43',, ~ 12" D.I. E = 395.4~ ' • ~" ADS W = 39 5.4il VAULT w '\,, T" Accjis s \ _I_ t-,./' I 5 \ /~ MAILBOX / I --,, I I I I I I I I I LEGEND 1 PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONC. SWALE EX. U/G POWER EX. TELEPHONE EXISTING STORM PIPE EXISTING SANITARY , SEWER PIPE EXISTING WATER LINE PROPOSED SANITARY SEWER PROPOSED SEWER ·MANHOLE I PROPOSED STORM ; DRAINAGE PROPOSED TYPE 1 L CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN EXISTING GROUND SPOT ELEVATION EXISTING GROUND CONTOUR =======-================= ···- ---P(PM) ---- ---T ----------W --------- • • @ +201.55 PROPOSED FINISHED GRADE SPOT ELEVATION PAVEMENT SWALE 200.0 199.5 .,,,,--- MEET & MATCH EXISTING EXISTING DRAINAGE ROUTE WALL ELEVATIONS f<'I TW= 405.80 \.!.I BW= 402 .80 I;;"\ TW= 405.80 \61 BW= 103.50 r:;., TW= 05.80 \:;;I BW= 403.50 © TW= 405.80 BW= 402.80 ® TW= 405.00 BW= 401.90 ® :: '.(g~:gg -~--~-- r-i\ TW= {05.00 \!..I BW= 401.30 ' ® TW= 404.20 BW= 401.30 ® TW= 404.20 BW= 400.50 r.ill TW= 403.40 ~ BW= 400 .50 . f.i:i\ TW= 403.40 IJj, BW= 399. 75 ME GENERAL NOTES= 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED 2. 3. 4. 5. TO ENGINEER IMMEDIATELY. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. SEE C7 FOR CANOPY .SLAB GRADES. SEE NOTE ON T3.0 FOR ELEVATING SLAB GRADE AT MANWAYS. City of Renton Planning Div isio n '6 ~ .,_ .... di '<>' ~ <.:,4 "11ta ENG\l'~ 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ( 425)251-8782 FAX CML ENGINEERING, LAND PLANNING, I SURVE'l1NG, EN'IIRONMENTAL SERV1CE1i I a: ~ w 0 ...J w ir ~ Cf) z 0 Cf) > w 0:::: z 0 ~ <.> "' L,.J 0 0 z Project #: ...J g :::; a:, ::::, "' !::: :::; a::: L,.J 0. 15432 Designed By: Drown By: Checked By: Oote: Scale: Disk File: Model: Address: I E ::, iii Store HorJ~71 KEH ' RDC JH 8.30 .1 2 l'=50' 15432-GM.ciwg ~ 0 u Cf) "' 3' "'< :::e <.:) I N 4615 NE 4TH STREET "' RENTON, WA · ;;!; GRADING PLAN OFC RJELING FACILITY Drawing No .: C4 of 9 / "' C ·c " " C ·5, C " / N .,., .. "' / "' 0 0 0 "' b 1"•20' · SEWER MANHOLE (54" DI A) RIM = 408.45 24"? E = 25'+ DEEP 24"? W = 25'+ DEEP (P,O WS TO WEST) 8" PVC DRO P SSE = 39 1.87 8" PV C DROP NW = 40 1.4 8 SANITARY SEWER AND WATER PLAN 1'/PE 1 L =·= RIM = 405.20 RIM = 403.66 • 24 " CONG NE = 382.29 =--~CJ 12' CMP E = 400.30 =-- 12" CMP W = 400 .3 8 18" PVC N = 382.16 ,--J SEWER M,ANHOLE (54" DI A) RIM = 403.06 2 4" CONC E = 382.56 24" CQNC SW = 382.43 (FLOWS TO WEST) / ·CATCH BASIN SEWER MANHOLE (54" DIA) I (FLOW S TO WEST) == SOLID LID 24" CON C W = 382.10 ;;~-·-··:::i (CATC H BASIN .... ....E2_UBlE Yf:L LOJ/ sm:PE 6" D.I. VERT SE = 3.97.26 ~ ~~ / RIM = 402 .77 -· --~ ---~-=--------·· NEW IE=394.50 (6 S) \ c:. 12" CON C E = 398.42 ;;;-,;;;JS~S.,,;;;;;;:;;;;;;;:;;;;;;:;;;;;;:;:;;,J~======-g_==========~~==""'f===~===~c~.~~~~ S88' '16" 2585,.75.' (ME'AS. S£C-:C0R. TO 1/;-COR--.)-·W/INSIDE DROP CONNECTION PER ~=,=-a,'¢'=-::, 12 " CMP W = 398 ·85 """ ) 0210 £ ~ • 2 2 ,-18" CONC N = 398.71 :2~604~.46~' ~(M!FAS;. ;c;.o~.R:. ;15;0J;T0~1ic;~;, ;O~F:R:E:N:TO~N:DTL:4:D:. ~==+:~f~:2~--~-~~=;· ====1f =~N~EW::1:E=:3~9:9-~1~2~(:12~·~s:w~)~=~~~~~~======= CATCH BASIN SOLID LID RIM = 407.29 2" CM P E = 403.29 12" D.I. S = 405.44 2" CMP W = 403.39 3'16"E 1939.31' ---- 105coITTU¥E=jWiifHiiilTrEE~SITTRRlliliPEP';~~~~=;=~~~;~~~~~=====;:;:;~~=:r~~J~=~ :::i NORTH LINE NWI /4 _ _ _ G ---G t-----1-G ----..eN...:.:.E= ~TH STREGET ___ G : ~ c-=: .. -----+--1 '-4J:s;;:::::=::i... G BROKEN -HITE STRI PE -, , N ----SD ----+,-+---SD -----s 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 I I I I I I I I I I I I I I I I I I I I I I CATCH BASIN RIM = 407.25 T P(UG) ~LMH ~-- SIGN -JBOX I -=--::,--...==-~......., STREET-' 12" D.I. N = 405.60 MARKED LS 400? FND )," REBA "CORE LS 37. 5" 1' ROUN D BLDG. COLU MN (lYPICAL) EXISTING RETAIL BUILDING APN 152305-9094 HCW FAMILY PARTNERS, LLC I LI GHT 7).f 02 '+ )i ): ): I ): ~ ) : ~: . . '('.:'\. ' .. . . \.:..l . ·--~-•. . ~-·--. ) : [iij}----+-ltl~TfrUM.I "(' . '11 0 · .. /I 0 ~ I .., .. 4 " "'· .... ,4 lo SATE LUTE • D!SH /j : /J: ,1 : 4 . ~ ·,., -. JI!· . .. ONLY W---w P(UG ) ... . . ., -.-.. -I -I \.!,l--;;:;LO,+-..,: .J, : J I I ---w, .. • •. • . . CATC H BAS IN y SIGN R!M = 402 .69 i2" ADS W = 399 .51 /;:::==== -= ,, " ,, " " ,, ,, ,, " IRR IG ' ' VALVE & CATCH BASIN RIM ~ 39 8.43 12' D.i. N ~ 394.59 12" IJ.I. S ~ 394.59 I • ·. • ' " " " .. .. " !! I ,<) I \'), :~ ' I I I i -2 I ' I I I I t;j "' I I 2 I I I I I I -~ -~:::::~+- ~ • I VAULT ~ ACCESS ~ .i:( w z ·VAU LT w ACCESS 5 r· 6 / CATCH BASI N lYPE 1 c. RIM = 401.7 1 12" CON C E = 397 .. 36 12" CON G W = 397 .3 6 --;::;:;. -;;;;;;;---i.....----;,,_----;,,_ --- /,.. ------- .,.,:' ;.., -SIGNAL POLE CATC H BAS IN SOLID LI D RIM -400.72 12' D.I. N ~ 397.82 (iNACTNE) 12" CONG S = 397.82 AP N 152305-9057 ~-POWER PO LE I D C, JBOX · ' ' ' ' ' ~ ' ' ' • .... .... W/ RR SPI KE {SITE BEN CHM ARK ELEV =' 400,60) APN 152305 -9084 CATCH BAS IN RIM = 397.43 12" D.I . W = 395.38 12" D.i. S = 395 .38 8 " CMP N ~ 39 5 .38 l WOOD CAf CH BASIN SOLJD LID ' \ FENCE ' ' ' ' ' ' ' CAT CH BASIN \ R!ty', = 397.38 ',, 12 ' D.i. S ~ 395 .43', 121' D.L E = 39 5.41 '· 121 ADS W ~ 395 .4,J NEW IE=395.50 (1" FM) ~/· .. 1 /~MAI\BOX RIM -397.91 12" D.I. N -395.37 12" D.I. W ~ 395.37 12" 0.1. E ~ 395.37 ! ,-------- 1 I I I I I I I I LEGEND PROPOSED ASPHALT PAVEMENT . PROPOSED CONCRETE PAVEMENT EXISTING CONCRITE CURB NEW CONCRETE CURB NEW CONC. SWALE EX. U /G POWER EX. TELEPHONE EXISTING STORM PIPE EXISTING SANITARY SEWER PIPE EXISTING WATER LINE PROPOSED SANITARY SEWER PROPOSED SEWER CLEANOUT PROPOSED STORM DRAINAGE PROPOSED lYPE 1 CATCH BASIN PROPOSED lYPE 2 CATCH BASIN EXISTING GROUND SPOT ELEVATION EXISTING GROUND CONTOUR 4 I ···- ---P(PM) --- ---T ··---------W-. ------- • • @ +201.55 PROPOSED FINISHED GRADE SPOT ELEVATION PAVEMENT SWALE 200.0 199 .5 ,.,,-- -···-- MEET & MATCH EXISTING UTILITY CALLOUTS (D 79 LF 6" SS @ 2.10% @ 6" BALL VALVE (NORMALLY OPEN) IN CAST IRON BOX . SET VALVE BOX MIN . 3' FEET DOWNSTREAM OF OIL/WATER SEPARATOR AND FLUSH WITH PAVEMENT. PROVIDE CONCRITE COLLAR AROUND VALVE BOX . PROVIDE MATCHING T-HANDLE, SET TO WORKING HEIGHT. @ 6' SANITARY SEWER CLEANOUT TO FINISH GRADE. SEE DETAIL 8/C7. © OIL/WATER SEPARATOR (PER DETAIL SHT C9) RIM=401.05± (SLOPE LID TO ® ® 0 ® ® MATCH FINISHED GRADE OR INSTALL RISERS AS NECESSARY) IE IN= 396.40 IE OUT= 396.16 4" PVC SEWER PIPE @ 2.0% 6" PVC SEWER PIPE @ 2.~% CB #4 -SQUARE CATCH BASIN (MODEL GCB10-30HB-4&6 OR APPROVED EQUAL) W/HIGH HEEL PROOF GRATE. GRATE FRAME SHALL BE SUPPORTED FOR TRAFFIC LOADING. RIM=400.80 IE= 397.40 (6' NW, NE) SEE DETAIL 7 /C7 CB #5 -SQUARE CATCH ~IN (MODEL GCB10-30HB-4&6 OR APPROVED EQUAL) W/HIGH HEEL PROOF GRATE. GRATE FRAME SHALL BE SUPPORTED FOR TRAFFIC LOADING . R0.1=400 .50 IE= 398.70 (6" NW, NE) SEE DETAIL 7 /C7 RELOCATE EXISTING FIRE HYDRANT BEHIND NEW CURB. RETROFIT EXISTING HYDRANT WITH QUICK DISCONNECT STORZ FITIING . @) EXISTING 3/4" WATER SERVICE. REMOVE EXISTING METER AND EXTEND SERVICE TO NEW METER LOCATION BEHIND THE PROPOSED CURB . INSTALL NEW 1" MITER WITH A REDUCED PRESSURE BACKFLOW PREVENTION DEVICE IN A "HOT BOX". ([j) INSTALL APPROVED 3/ 4' ~EDUCED PRESSURE BACKFLOW ASSEMBLY IN KIOSK FOR WATER SERVICE TO AIR/WATER UNIT, ' @ INSTALL NEW 3/4" WATER 'SERVICE WITH 3/4" METER AND DVCA FOR IRRIGATION CONNECTION. GENERAL NOTES= ME 1. CONTRACTOR SHALL F)ELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. 4. SEE 1 /C6 FOR CANOPY SLAB GRADES. 5. SEE NOTE ON T3.0 FOR ELEVATING SLAB GRADE AT MANWAYS. 6. ALL STORM PIPE TO BE CORRUGATED POLYETHYLENE PIPE (CPEP) UNLESS OTHERWISE NOTED . . City of Renton Planning Divis/011 FfB 2 8 20 13 I a: ~ w 0 ....J w it ~ 0 if) z 0 if) > w 0:::: i ~ ,i. .... IS> ..,,. ~)' «,~ 11'G ENG\~~ 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX I CML ENGINEERING, lJ\ND PlJ\NNING, SURVEY1NG, ENVIRONMENTAL SERVIC~ ~ ::ii z a, 0 ::, ii: "' a: t::: <.) ~ V) "' "' L>J 0 0.. ci z Project #: 15432 '§ X <D 0 0 U') ... ,.:.: Store #OOj!71 KEH 1------------+---II n Designed By: Drawn By: Checked By : Dote: Scale: Disk File : Model: Address: ' RDC JH 8.30.12 1'=50' 15432-ws.clwg 4615 NE 4TH STREET RENTON, WA SANITARY SEWER AND WATER PLAN OFC RJEUNQ FACILITY Drawing No.: C6 of 9 0 i:::'. "' N --.... ;; E f.= --.... <D 0 Cl en " " '" " I N n ... "' -/ en C ·c <D "' C '6, C y,. N n .,. "' / "' 0 0 0 "' / a.: iP E y 1w=2Q' 10 20 _____ 40 • SEWER MANHOLE (54" DIA) RIM ~ 408.4·5 2.4"? E = 25' + DEEP 24"? W * 25'+ DEEP (FLOWS TO WEST) 8" PVC DROP SSE = 391.87 8" PVC DROP NW = 401 AB CATCH BASIN RIM = 407.25 12" D.I. N = 405.60 EXISTING RETAIL BUILDING APN 152305-9094 HCW FAMILY PARTNERS, LLC STORM DRAINAGE PLAN 1 · CATCH BASIN iTYPE1L · 12" CMP E = 400.30 / RIM = 405.20 / 12" CMP W = 400.38 I SEVIER MANHOLE (54" DIA), RIM ~ 4-0,3 .66 \ 24 " CONG NE = 382,29 Hr' PVC N = 382. 16 24" CONC W = 382.10 (F LOWS TO WEST) 6" D.I. VERT SE = 397.25 .. 4 CATCH BASIN .. [!IM ~ 398.43 12" D.I. N ~ 394.59 12' D.I. S "" 394.59 .. • ' . I I I I I I /--,r /~-MAILBOX NOllTfl LINE NW1 / 4 CATCH Bft.S!N TYPE 1 L RIM = 401.71 12" CONG E = 397 .36 12" CONC W = 397.36 ! ,-------- 1 I I I I I I I I LEGEND . PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB NEW CONCRffi CURB NEW CONC. SWALE EX. U/G POWER EX. TELEPHONE EXISTING STORM PIPE EXISTING SANITARY SEWER PIPE EXISTING WATER LINE PROPOSED SANITARY SEWER PROPOSED SEWER CLEANOUT PROPOSED STORM DRAINAGE PROPOSED lYPE 1 CATCH BASIN PROPOSED lYPE 2 CATCH BASIN EXISTING GROUND SPOT ELEVATION EXISTING GROUND CONTOUR lltilllll I J" . • I ···--- --·--.. -----W ..................... .. • • @ +201.55 PROPOSED FINISHED GRADE SPOT ELEVATION PAVEMENT SWALE , 200.0 199.5 ~ MEET & MATCH ~ISTING ME STORM DRAINAGE CALLOUTS (D CB#1, TYPE 1 W/STANDARD GRATE RIM=39B.50 @) 6" SD CLEANOUT TO FINISH GRADE. SEE DETAIL 8/C7. IE=394.97 (12" E, W) (PER OETAIL SHT CB) Q) 11 LF 12" SD @2.0% @) 29 LF 8" WIDE TRENCH DRAIN WITH ADA AND TRAmc RATED GRATE. SLOPE FLOWLINE TOWARDS CB#1 @ 14 LF 12" SD @2.0% @ STORM DETENTION AND WATER QUALllY VAULT STATIC W.S.=388.60 . MAX W,S.=396.50 (PER DETAIL SHT C9) © VAULT INLET IE=394.75 @ VAULT INLET IE=396,0 @ VAULT INLET IE=396.0 (Z) VAULT OUTLET W/CONTROL STRUCTURE IE=388.60 @ 4 LF 12" SD @ 1.0% @ SDMH #2, lYPE 2-48" STORMFILTER MANHOLE W/3-18" CARTRIDGES (PER DETAIL SHT CB) RIM=400.12 IE IN=38B.56 ( 12" N) IE OUT=386.26 (12" E) @ 13 LF 12" SD @ 1.0% (jJ) SDMH #3, STORMWATER Pl/MP STATION W/CONTROL PANEL INSIDE KIOSK RIM=399,75 IE IN= 386.13 (12" W) IE OUT =395.0 (2" FM) BOTIOM EL=381.13± (DETERMINE MANHOLE SIZE AND DEPTH WITH PUMP SUPPLIER TO ACCOMMODATE PUMPS AND MINIMUM CYCLE TIME VOLUME) PROVIDE TRAFFIC RATED ACCESS LID FOR PUMP STATION ' (PER SPECIFICATIONS SHT b9) @ 72 LF 2" FORCE MAIN (F¥) @ 4" PVC SDR-35 @ 2.0% i1N. FOR ROOF DRAIN CONNECTIONS TO STORM. SEE ARCHITECT PLANS FOR CONNECTION AT COLUMN, lYPICAL FOR i/\LL LINES UNDER CANOPY. @) 6" PVC SDR-35 @ 1.0% MIN. FOR CONNECTION OF ROOF DRAIN DOWNSPOUT COLLECTOR PIPES. GENERAL NOTES= @) CB# 6, lYPE 1 W/VANED GRATE RIM=398,25 IE=395.25 ( 12" W) (PER DETAIL SHT CB) @ 23 LF 12" SD @2.0% @ CB# 7, lYPE 1 _ _ W/VANEQ GRATE RIM=402.58 IE=399.58 {12" NE) (PER DETAIL SHT CB) 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND lYPE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. Afff DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 2. 3, ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION, ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. 4. SEE 1 /C6 FOR CANOPY SLAB GRADES. 5, SEE NOTE ON T3.0 FOR ELEVATING SLAB GRADE AT MANWAYS. 6. ALL STORM PIPE TO BE CORRUGATED POLYETHYLENE PIPE (CPEP) UNLESS OTHERWISE NOTED. o I . lty of Rentbn Piannh),, rJ· .. · " · 1v1s1on I FEB 2 8 1013 ~ ' \ l di ~· "< )'. "'~ 'Ne ENG\~'<, 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ( 425)251-8782 FAX CML ENGINEERING, LAND PLANNING, , SURVE\'!NG, ENVIRONMENTAL SERVICEli I a: ~ w 0 ....J w ::, u. ~ 0 VJ z 0 VJ > w 0:::: w !;; 0 z 0 ii: ir u !!l 0 0 z "' 0 "' -;,;. ' "' - > ::,; 0 ~ 0 ...J ~ ;;; a, ::, V, !::: ::,; "' Lu 0.. Project H: 15432 Store #00871 ' Designed By: Drown By: Checked By: Dote: Scale: Disk File: Model: Address: ~EH ~DC 15432-Ud)VQ i 4615 NE 4TH STREET RENTON, IWA I STORM DRAINAGE PLAN I OFC I RJELING FACILITY I Drawing No,: CS of 9 '§ X '" " " :::i I N ~ "' / '" C ·c '" '" C 'o, C '" / N ,,, "' "' / ~ 0 0 0 "' 0 1"•20' 10 20F------~40 ·====-'==== (BASIS OF NE 4TH STREET G -------G ----G D D CHAIN LINK FENCE SPECIFICATIONS FENCE FABRIC HEIGHT -72" -P(UG) % -----",fl,- ~ FENCE FABRIC TYPE -BLACK VINYL COATED W/BROWN VINYL SLATS, 2" MESH x 8 GAUGE, 8l LINE POSTS RAILS AND BRACES FENCE FlmNGS TERMINAL POSTS SWING GATE POSTS POST FOOTING GATES HINGES CENTER POST 3• EMBEDDED AND BONDED -BLACK COLORED SCHEDULE 40, 1 5/8" DIA -BLACK COLORED SCHEDULE 40, 1 3/8" DIA. -BLACK COLORED SCHEDULE 40, ASTM F626 -BLACK COLORED SCHEDULE 40. 3" DIA. -BLACK COLORED SCHEDULE 40. 3" DIA. -SET IN 24 • MINIMUM DEPTH CONCRETE -PER ASTM F900 -TO PERMIT 180-DEGREE OUTWARD GATE OPENING -WITH STRIKE SET IN CONCRETE AND LOCKING HOLE 12' 8" · I 12· 2· I 3· -----, . .. • . ,\ ,• . ' . . I') .. . ~. • • CO N cc (D · .. -".4 . <I .i " .; .. '.C><J ·>· ·• • I') 4 . • <I~ .. . ··-11 "' ..<I . .• GENERATOR ENCLOSURE DETAIL NOT TO SCALE /j: /j: !l§lJ i8J '1x ) POWER _/ __/ _( _.( ~ l'---,1 0 ol 11 II 11 Ii ii II II 11 ii u ll It U It H II !I ti JI II 11 II \I /J ...... _,.., I VAULT I 1 ACC ESS , L_ _ __j i -,. .... -:.: ~ .. • . • • • • • 4 ' -.• . -.'---·-~- • • ~- •. ·---------------~-------------- ---------------------------- . " 0.5' VARIES 2% 2% ,, ,, ,, ,, ,, C! 3.2' LANDSCAPE 5' SIDEWALK PROPOSED ROW LINE ----, • . . ~.,:~~ I 1111 111111\kl]~;;,~' flT 11111c-;:;;-m- :,::,,;_ J; ''coNCRETE SIDEWALK PER CITY OF RENTON STD. DETAIL FOOS CURB AND GUTTER PER CITY OF RENTON STD DETAIL F001 ·~~~2· COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4• COMPACTED DEPTH CRUSHED SURFACING BASE COURSE 4 1/4" COMPACTED DEPTH GRAVEL BASE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS SITE -IMPROVEMENT PLAN LEGEND NDSCAPE 1 O' LANDSCAPE 5' SIDEWALK 4.5' LANDSCAPE D PUSH ~·· ~~ TTHN -~ 0.5' CURB VARIES SAWCUT '(&)'DUVALL AVE _NE SECTION c3 NOT TO SCA LE PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMEl~T SAWCUT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONC. SWALE 1 • . -__ . "I =======================-- --··· CONSTRUCTION CALL OUTS 0 84'x40' PUMP ISLAND CANOPY WITH 5 MPD's AND ISLANDS. SEE CANOPY AND ARCHITECTURAL PLANS FOR CANOPY DETAILS. SEE TANK AND ELECTRICAL PLANS FOR PIPING AND LIGHTING EXTENSIONS . ~ \ g <I' <!)' ~ )' ' '<,~ 11rG 1:N GI~'<, 18215 72ND AVENUE SOUTH KENT. WA 98032 ( 425)251-6222 (425)251-8782 FAX CML ENGINEERING, LAND PLANNING, I SUR'IE.'l1NG, EN'IIRONMENTAL SERl'ICE51 ---/';;\ REINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY. -\::../ SEE SHEET A2 FOR CONTROL JOINTS AND SPECIFICATIONS. ::c 0 ::c ROSSWALK :: ,: :: ,, Jl l!1 :: ,' ,, ,: G• -: ' ' ' ' ' ' ' ' ' ' ' ' ' .... ,-... ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ ",i, l ' ... , I I __ /'\ /::J I ERA --------- PROJECT SIGNAGE SCHEDULE NOTE: ALL SIGNS UNDER SEPARATE PERMIT. 0 NEW LOGO AND "QFC" TEXT. SEE SHEET A2.0 FOR DETAILS. © NEW ILLUMINATED LOGO SYMBOL. SEE SHEET A2 .0 FOR DETAILS . © NEW KIOSK LOGO SIGN. SEE SHEET A2.0 FOR DETAILS. ® NEW PRICE SIGN. SEE SHEET A2.0 FOR DETAILS. /7\ (1) 10,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20,000 GALLON \:::../ UNDERGROUND GASOLINE STORAGE TANKS PER TANK PLANS. 0 REINFORCED CONCRETE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANKS. SEE TANK PLANS FOR DETAILS. r;;:\ PREFABRICATED KIOSK ENCLOSURE WITH RESTROOM. SEE ARCHITECTURAL PLAN A 1 FOR KIOSK \:::../ FOUNDATION AND EQUIPMENT DETAILS. © INSTALL 6" CONCRETE BARRIER CURB PER DETAIL 9/C7. 0 ASPHALT PAVEMENT SECTION PER DETAIL 5/C7. © NEW LANDSCAPE PLANTER. CONTRACTOR SHALL PROVIDE TOPSOIL TO TOP OF NEW CURB. · SEE LANDSCAPE AND IRRIGATION PLANS FOR PLANTING AND IRRIGATION DETAILS. ta\ INSTALL (1) SELF SERVE AIR/WATIER/PHONE UNIT MOUNTED ON 4'-0" x 6'-0" x 6" CONCRETE \:..I MOUNTING PAD . RUN (1) 3/4" CONDUIT TO KIOSK FOR POWER. SEE DETAIL, SHEET A3. ® STORAGE TANK VENT STACK PER TANK DRAWINGS. REFER TO DETAIL 6/C7 FOR VENT SLAB AND BOLLARD DETAIL. · ® CONCRETIE GUTTER SWALE PER DETAIL 10/C7. ® BOLLARD PER DETAIL 4, SHEET A3 • ® PROVIDE (2) 3/4" CAPPED CONDUITS FROM KIOSK TO VENT RISER SUPPORT STRUCTURE {FOR FUTURE USE} @ PAINTED DIRECTIONAL ARROW ® CONCRETE SIDEWALK PER CITY OF RENTON _ DETAIL FOOS ® CONCRETE CURB AND GUTTER ' PER CITY OF RENTON DETAIL F001 ® TYPE 3 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON DETAIL F004 ® INSTALL 3" CONDUIT WITH 4#250 KCMIL THHN/THWN CU AND 1 #2 GROUND TO KIOSK FOR POWER SERVICE. · ® INSTALL 3#1/0 THHN/THWN ClL AND 1#6 GROUND FOR PRIMARY POWER SERVICE. PROVIDE 3" ® SCH. 40 GREY CONDUIT FOR UNDERGROUND AND 3" RIGID GALVANIZED CONDUIT FOR ABOVE GRADE ROUTING. POWER SERVICE SHALL BE PER PSE DESIGN . "RIGHT-TURN ONLY" SIGN @ COVERED TRASH ENCLOSURE 1PER ARCHITECTURAL PLANS /;;;\ SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE FOR NEW WORK. COORDINATE LIMITS WITH ~ DEMOLITION AND IRRIGATION RLANS. /;;;:.. INSTALL SPILL RESPONSE INFP~MATIONAL SIGN ON FRONT OF EACH DISPENSER (10 TOTAL}. \t.::Y COORDINATE SIGN INFORMATIO r WITH DAN HERMANN (FRED MEYER) AT 503-797-3512 . @ 4" WIDE YELLOW PAINTED PA~KING STALLS WITH 4" WIDE PAINTED STRIPES AT 45' DEGREES AND 2' O.C. WHERE SHOWN. I @NEW MONUMENT SIGN , REFER 1TO ARCHITECTURAL PLAN. r,;;;,.. CONNECT TO EXISTING TRANSFORMER FOR NEW POWER SERVICE. ~ I . ® NEW DOMESTIC AND IRRIGATIO~ METERS . REFER TO SHEET C6. ~6" THICK REINFORCED CONCRtµE PAD, WITH POST FOOTINGS, FOR GHIERATOR. CONSTRUCT CHAIN LINK ~FENCE ENCLOSURE WITH (2) $WING GATES (WITH CENTER LATCH AND LOCKING HARDWARE}, PER CHAIN LINK FENCE SPECIFICATIONS THIS S~EET. ~ INSTALL APPROVED 3/4" RED0CED PRESSURE BACKFLOW ASSEMBLY IN KIOSK FOR WATER SERVICE "-EJ TO AIR/WATER UNIT. I · ® CONCRETE PARKING BLOCK, ~· WIDE. ANCHOR INTO PAVEMENT. ® INSTALL 4 CONDUIT FROM GE ~ERATOR TO KIOSK FOR BACK-UP POWER. USE: I 1: 2.5" CONDUIT, 4#4/0, ~ GROUND 2: 1" CONDUIT, 4#12 START WIRES WITH 1#2 GROUND 3: 1" CONDUIT, 2#10, 1#10 fROUND 4: 1" CONDUIT CO SPARE ® INSTALL CONDUIT FROM KIOS~ TO PUMP STATION FOR POWER AND TELEMETRY ® TYPE 1A SIDEWALK RAMP PE~ CITY OF RENTON STD DETAIL F010 ® TYPE 2A SIDEWALK RAMP PE~ CITY OF RENTON STD DETAIL F011 ® THERMOPLASTIC/PAINTED CROSSWALK PER CITY OF RENTON STD DETAIL H012 MATCH EXISTING CROSSWALK MATERIAL. ® CMU WALL. SEE LANDSCAPE PLAN FOR DETAILS. SEE GRADING PLAN (C4} FOR ELEVATIONS. ® NEW 1 f GAS SERVICE. DEMAND=862 CUBIC FEET/HOUR ® NEW LUMINAIRE AND FOUNDATION. REFER TO PLANS PREPARED BY TENW. ® CONDUIT TRENCH. REFER TO PLANS PREPARED BY TENW. I a: ~ z ~ _J w [[ ~ 0 U) z 0 U) > w Q:'.'. z 0 !i: Ii: u "' w 0 ci z ~ :i1 CD :::, (/) t::: ::. a:: .. w -a. ;; -1---+--t---+---1 a () (/) :i' t,,-.....1-'---"--'--.._...,.~,i-t N Project #: 15432 Store #00871 N -----------'f--1100 Designed By: ~EH "' -----------'--l o Drown By: RDC ~ ------------1 Checked By: JH ~ 1----'---------I N Date: 8.30 .12 E Scale: 1 '=20' ~ --------~---1 -s Disk File: 15432-A,dwg o Model: "' " " a-,.,-,-----------1 1 Address: N 4615 NE 4TH STREET '.;;! RENTON, WA "' ® NEW SIGNAL POLE AND FOUNDATION. REFER TO PLANS PREPARED BY TENW . 1------------1 : City of Rent SITE ·§ Planning Divisio IMPROVEMENT PLAN i! 41 TRAFFIC SIGNAL CONTROLLER AND SERVICE CABINETS. REFER TO PLANS PREPARED BY TENW. . ·g, OFC <:" 42 PEDESTRIAN PUSH BUTTON. REFER TO PLANS PREPARED BY TENW. FEB 2 8 l015 " RJEUNG FACILITY ;; 43 NEW VIDEO DETECTION CAMERA. REFER TO PLANS PREPARED BY TENW. 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' RD # 1 • t-30--~ 4.5-1 ~c $'{132 '' ,- TR A W.iPA 010030 VOL 'l.61 I 31·42 - i • ; ~, C. <( :E ..J - ~"' ~~. \ < ~ " City of R nto +v Planning Di ision S FEB 2 8 10 I T >K r FRONT OF CONCRETE PAD SHALL BE FLUSH WITH DRIVE SURFACE -~-~ 't. 6" 6'-o" 1--,-----t-\------------·-'"-·-----e•·--·------, DRIVE SURFACE~ \, 6" CONCRETE CURB ' "' I 0 I .,. 4'-0'' X 6'-0" X 6" CONC. PAD W/#4 BARS EACH WAY AT 18 " O.C. ----·----··- 1 '-6" FRONT All1 COMPRESSOR FURNISHED AND INSTALLED BY OTHERS i w t;: I (L " o, _, " I (f) " 1 '-6" --1 I L_ --J CONDUIT FROM KIOSK PHONE PEDESTAL 1 '-6" 0 I N -...____+--3/4" CONDU IT FROM KIOSK AIR COMPRESSOR/TELEPHONE MOUNTING PLAN ' ' 4 SCALE: 3/ 4" ~ 1 '-0" ' ··-~ ' 1 /2" BACKER ROD i 1/4" JOINT SEALANT-3/4" DEEP (MIN.) "-0 ' <l ' ' " " ' . ' ., " " _d___ u "r t/l d ' " " <!.,.... &' ' ' " ,, " ' / PLACE JOINTS AS SHOWN ON CONSTRUCTION IMPROVEMENTS PLAN. SAWCUT WITHIN 24 HOURS OF FINISHING CONCRETE. L____PREPARE SUBGRADE PER GEOTECHNICAL REPORT 2 SAWCUT JOINT SCALE: 1 1 /2" -1 '-0" ' r-- -- I ' 0 - a ' ., ' ,, ' 1---±: __ I -------~PREPARE SUBGRADE PER GEO TE CHNICAL REPORT #4 BAR (TYP.) 'A' CATCH CURB 3 CURB & GUTIER DETAILS SCALE: 1 1 /2" -1 '-0" 1 '-6" 5 1 /2" 2"R ' "' ' -3"R !"/FL SLOPE ~-J ' • ' s ' ' 'S a • " ' '1 ' ' ' ' . ' ' -~ #4 BAR (TYP.) 'B' SPILL CURB 0 I n ;o I "' co " r-- ''"' (L g if) 0 I n ;o O'.l 12" -1 Sl~W -"SLOW PED X-ING" q -~~") --~=-;c=i~o x-ING SIGN SUPPL! ED BY OWNER, INSTALLED TO POST. 6 F Y G.C. BOLT SIGN ACE SIGN AWAY FROM KIOSK 1 " UN ISTRU AND INSTALL / / ~ II (ASPHALT 5 OVERLAY z ' 1/2" TOOLED ,/ ' '~----of RADIUS / / I / ---i ~ 't, .... <I' 'i,' ~)' ~~ 11VG ENGi~~ 18215 72ND AVE~IUE SOUTH KENT, WA. 98032 (425)251-6222 ( 425)251 ·8782 f-AX RED TO T POST SUPPLIED ED BY G.C. PAINT CH BOLLARD MAT ----. __l0o t;; ±~i= \ i:/ CIVIL ENG INEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 1-----·1-i ~' __ __&_c"--~-.,-"-1 · · .· , · -·-8 ~ ~ ~ /:51~ ~ i [/~~~~~«~~ ~ (f) I ' z !?. " A'-/'-,,/'.'/'.'/'.'/'.'/'.'/'.'/' 13 a§ «< ROUNDED CONCRETE CAP -- . 6" DIA. CONC, FILLED GUARD POST 11 11 V PAVING TRANSITION DETAIL 'I , I ' ' ~ 1 4 , I } I , J " ' 0 I GRADE --- 18" DIA. CONCRETE FOOTING. DO NOT F BELOW GRADE ORM ' t ' I" " ' , I SCALE: 3/4" = 1'-0" 11 11 11 u " <l ' I " " ' I ~ 4'-6" 4'-6" " J " 2'-0" 2'-0" -····-·--I" ~ I . ' 6 .. I I I" " I , '1 · r CANOPY COLUMN------L---+---1---0 _I_ _L4.J' L 4.J" ' .• ' ' -" I 1s·· J --------I FOR USE AT KIOSK CORNERS, 4 PLACES I BOLLARD POST DETAIL 4 SCALE: 3/4" = 1'-0" PLACE AGAINST CONCRETE TANK SLAB, ABUTTING ROADWAY PAVEMENTS AND STRUCTURES (BUILDINGS, CANOPY COLUMNS, CATCH BASINS, ETC.) 1 /2" BACKER ROD JOINT SEALANT 3/4" DEEP (MIN.) 5 EXISTING. CONCRETE PAVEMENT· OR. STRUCTURE 1 /2" EXPANSION MATERIAL PREPARE SUBGRADE PER GEOTECHNICAL REPORT EXPANSION JOINT SCALE: 1 1/2" = 1 '-0" CONSTRUCTION JOINTS MUS T BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. JOINT St.ALANT 3/4" DEEP (MIN.) q:_ BOLLARD , ~ 0 . I o._ -r:: N -I 4" WIDE YELLOW TRAFFIC WARNING STRIPE. SPECIFICATION TO MATCH LOCAL CITY STRE[T PAINT REQUIREMENTS i MERCHANDISING --------r DISPLAYS-----~ I I q:_ CO LUMN --- CANOPY COLUMN--- 0 I "' 1 /2" BACKER ROD,--~ CONC. PAVING --, ·3/4" X 24" SMOOTH DOWELS @ 18" O.C. W/HALF GREASED (MUST BE GREfoSED TO ALLOW EXPANSION) 1 /2" EXPANS ION MATERIAL -F'REPARE SUBGRADE PER GEOTECHN ICAL REPORT TYP. I q:_ BOL j RD WITH WA r NIN G SIGN I REACH-IN COOLERS~-< SALES KIOSK WITH RESTROOM ICE MERCHAND ISER -~-r, ~------~------- 11 11 '--'==-=========:'..I. 8 PEDESTRIAN WARNING 6 CONSTRUCTION JOINT SCALE: 1 1 /2" -1 '-0" SCALE: 1/4" ~ 1 '-0" q:_ BOLLARD WITH WARNING SIGN ZONE / NOTE: THE GENERAL CONTRACTOR IS REQUIRED TO CONTACT THE LIGHT POLE MANUFACTURER FOR THE LATEST ANCHOR BOLT/BASE PLATE CONFIGURATION AND TO ENSURE , 1HAT THE LIGHT MANUFACTURER )'-------------------" IS AWARE OF ANY UNUSUAL COND ITIONS PRIOR TO INSTALLATION AREA LIGHT ANCHOR BOLT PLAN SCALE: 3" = 1 '-0" 4" SQ. STEEL TUBE POLE WITH ~, ,-----=~---- -----·-·---···---· BASE PLATE & ANCHOR BOLTS---------, METAL HALIDE LAMP & FIXTURE WIT H POLE, ANCHO R BOLTS & BASE COVER SUPPLIED BY OWNER, INSTALLED BY CONT RACTOR---· #6 STRANDED BARE COPPER GROUND WIRE, ATIACH TO GROUNDING LUG ON POLE AND GROUNDING CLAMP ON CONDUIT--------, /HANDHOLE WITH COVER LIGHT POLE BASE PLATE PER MANUFACTURER'S SPECIFICATIONS---~ 1" CHAMFER------- #3 TIES @ 12" O.C. MAX. -------.._ 3/4" RIG ID CONDUI T (24" MIN.) BELOW FINISH GRADE-----~ q:_ BOLLARD WITH WARNING SIGN 1 0 ANCHOR BOLT BASE COVER PER MANUFACTURER 'S SPECIFICATIONS AREA LIGHT DETAIL SCALE: 3/ 4" -1 '-0" NOTE: REFER TO SITE PLANS FOR QUANTITY AND LOCATION NOTES: AREA LIGHT FOUNDATION DES IGN IS BASED ON LATEST ED!TIONS OF IBC, ASCE 7 AND ACI 318 IN ACCORDANCE WITH THE FOLLOW I NG ASSUMED MINIMUM CONDITIONS. • BASIC WIND SPEED: 120 MPH, EXPOSURE C ' 0 I w 0 I co lw ~, ~ 0 N '< .._____ 0 r- I 0 --N 0 z I IS: >--N I 102 m f--- 0 I ' l lui >-CL Wm 0 I ,0 _ ___j_ I I i CJl I z I 0 CJl > L1J 0:::: _, <( r r 2 z CD Q =-") f--lO o_ o2 f--- 0 2 u; CT'. w w 0 CL Project #: 15432 Store #0087 1 Designed By: -----KE ~ 1-------------~-~---: Drawn By: RD q , tan · 1 o s -o 2 Date: __ _nino /);,.. fl .5 .1 1 IOI) AS NOTd Scale: 15432 A3.0.dw d I Disk ' 1 a ;,.., I •u~ • SOIL. TYPE: CLAY • CONCRETE: 3000 PS! 28 OM COMPRESSIVE STRENGTH, AiR ENTRAINED • REINFORCING: AS TM A615, GRADE 60 LIGHT POLE, BASE PLATE AND ANCHOR BOLTS DESIGNED AND PROVIDED BY THE LIGHT MANUFACTURER, INSTA!_LED BY GENERAL CONTRACTOR. ' i ~'!!J:el I ~©~g --5-(GD)I ' THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY REPRODUCTION OR ALTERAT ION OF THIS DRAWING WITHOUT THE EXPRESS WRITIEN PERMISSIOI" OF THE KROGER COMPANY IS PROH IB ITED. (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: TH IS SET OF DRAWINGS AND DOCU,IENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET OF QONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE READ TO INCORPORATE AL L APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE ARE NO UNUSUAi SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF TH IS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT iS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABI.E CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QIJESTiONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO V ISIT THE [ SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLEI ITIONS ND APPLICAB D S. Address: I ___, "=11 I 46 15 NE 4TH STREq RENTON, Wi YARD DETAILS OFC FUELING FACILITY Drawi ng No.: A3.0 1 CANOPY GRAPH ICS SCAL E: 1/2"=1 '-0" H 2 KIOSK GRAPHICS SCAL E: 1/2"=1 '-0 " ' 0 I N 0 I 0 I n S TA N DIN G SEA M MANSARD ROOF 4 --- \ S IDE 7 II---, 0 1---ll z FRO NT DISPENSER ELEVATION SC AL E: 1/2"=1'·-0" SH E ET M ETAL CORN ICE -CORRUGATED METAL SIDING z ':,. I " N I . ~ ' U) I "' "' I "' HVAC UNIT METAL P A NE L HVA C SCRE EN -P A INTED TO MAT CH K IOSI< -KIOS K SECTION THRU KIOSK 1 0 -----SC ALE : 1/8"=1'-0" EQUIPMENT SCH EDU LE O IT EM DESCRI PTIO N A INTERNALLY ILLUM INATED IDENT IFICATION S IGN B INT ERNA LLY ILLU MINATED REMOTE CO NTROL PR ICE S IGN C STATIC WAR NI NG DE CAL D REM OT E PR ICE S IGN CO NT RO L BOX E NOT USED F CA NOPY FASC IA . G CA NOPY FASC IA H I LOGO -NON-ILLUMI NATED (28" H x 37 1 /2" W) I I t'RE -CU T BLA CK VI NYL ADDRESS DECALS PER LOCAL AUTHOR ITY SPECIFI CAT ION.2,_ IF REO UI RED J DISPE NSER DOO R GRAPH ICS K KIOSK FASCIA L KIOSK FASCIA M CA NOPY N 6" DIAMETER BO L LAR D -G.C. TO PAI NT -·-·---·--- 0 HEALT H AN D SA FETY DEC ALS p KI OSK -PREFA BR ICAT ED . Q DIS PENSER R IS LAND FO RMS -G.C. TO PA INT s CANOPY CO L UMNS -G.C . TO PAINT T U -SHAPED BOLLARD -G.C. TO PAINT , 3 '-0 " I N HEIGH T u P RICE SIG N, SEE DE TAIL 8 , THIS SHEET V ILLU MI NATED CHA NN EL L ETT ERS W I WASTE RECEPTACLE/WINDSHIELD S ERV ICE CE NT ER X ILLU MINATED LOGO SIGN y PUM P NUMBER FLAG z 4 " BLACK VINYL DECAL (DISP EN SER NUMBER) " z " 0 I "' m I io JJ ~~~=~ ~ 0 I "" ~ " 0 I m ~ p 3 EAST ELEVATION SCALE : 1 /8 "= 1 '-0 " z "' 'to I "' - NORTH ELEVATION SCA L E: 1/8"=1 '-0" DUVALL AVE ELEVATION ! 0 I I n 'o I I ' 'o ~ I "' EMER GENCY STOP SWI TCH p 4TH STREE T ELEVATI ON ®-- 9 A2 y 'o I 0 4 SCA LE: 1 /8" = 1 '-0" WES T ELEVATION VERIFY LOCAT ION O F P RIC E S IGN WITH SITE P LA N DRAWIN GS ,n"'"Ff=f=FFFF"FfFFFFT"f"'FjFFFf'"FfFFFFT'T"FfFFFFT"f"'FjFFFF"FfFFFFT'T"FfFFFFT"f"'FjFF,.,,;;i;;,..,4=rs,,., 1 2 ~Oafc "----,i i I 6 SOUTH ELEVATION SCA LE: 1/8"=1 '-0" DUVALL AVE ELEVATION FUL L E RTO N F IBER-C EM ENT WA LL P A N ELS WITH 8 "X16" CMU JOINT PATTER N ::-ls 2.45 9 2.58 9 2.76 9 E XIS TI NG AN D F INAL GRADE ' <D I "' I 1 I I IN STALL REMOTE CANO P Y PRICE SI CGN CONTRO L B O X ON COLU M N SHOWN O N S IT E PLA N. IN STALL C ONTROL CAB LES (F U R N I S ~I ED WI T H SIGN ) IN S ID E COLU M N AN D T HR OUGH ( 1) 2 1 /2 " PVC C OND UI T F ROM COLU M N ABOVE DE C K I N G TO C EN T ERLINE O F PR ICE S IG N CABINET. P A INT C O NT RO L BOX TD ~AT C H CA NOPY COLU MN S "' u (/) i';: EL 0 z c"i 0 z "' t;; z OJ "' u z <:) U) 1 10 POCKET 111 CAN OPY FAS CIA AND DECKING 8 13 '-o" /""\ I 't //' L CANOPY PR ICE SIGN GRAPHICS SCALE: 1/2 "=1 '-0" SIGN CONTRACTOR TO BOLT BRACKET TQ MOUNTING IRON WI T H 1/2"¢ THROUGH BO LTS L 2"x2"x 1 /8" MOUNTIN G IRON FUR NISHED WITH SIGN CABINET ~-L 1 1/2"x1"x 1/8 " TO SIGN BO X TO CLOSE VERT ICAL GAP BETWEE N SIGN AND FASCIA. FASTEN WIT H # 1 Ox3/8" S ELF TAPP ING SCRE WS @ 6 " O.C . PAINTED BLACK, SU PP LI ED AND INSTALLED BY SIG N INSTA LLER ---CANO PY FASC IA BEYON D ~--PRICE SiGN CAB INET SIGN CONTRACTOR TO B OLT S IGN CABINET TO ANGL E WITH 1/2 "¢ THROUGH BOLTS L3"x 3"x1/4" ACROSS PURLINS FURN ISHED AND INSTA LL ED BY CANO PY FABRI CATO R CA NOPY PUR LI N L 1 1/2" x 1 1/2 " x 1/8" ANGL E BRACKET S FU RN ISHED BY CANOPY FAB RIC ATOR AND INSTA LL ED BY SIGN CON TRACTO R ~----1 "xJ" ANG LE BY CAN OP Y FABRICATO R '-J'-ce======~~'=====l I 1/2" clNOPY DECK PA NS C~NOPY GUTI ER SECT ION AT CANOPY SIGN NOT TO SCALE CO LOR SANDSTONE OYSTER RED Wl1n WHITE L ETT ERS SANDSTONE OYSTER SAFE TY RED OYSTER GRAPHI TE SW4017 OYSTER SA FETY RED WHIT E T EXT MAN UFACTURER MO DEL F URNI SHED BY IN STA L LED BY CUMMIN GS SIG NS .• OWNER SIGN INSTALLER . --·-· SKY LI NE PRODU CTS , INC. OWNER SI GN INSTALLER WAYNE DIS PEN S ER MANUFACTURER DIS PENSER MAN UFAC TURER SKYLIN E P RODUCTS, INC. OWNER S IGN I NSTA LLER . CANOPY F AB RICA TOR CANOPY FABRICATO R CA NO PY FAB RICATOR CANOP Y FAB RIC ATOR CUMMIN GS SIG NS OWNER GENERA L CONTRAC TOR GEN ERA L CON TRACTO R GENERAL CONTRA CTO R WAYNE ' DISPEN SER MANU FAC TURER DIS PENSER MANU FACTU RER K IOSK FABR ICATOR KIOSK FAB RICATOR K IOS K FABR ICATO R KIOSK FAB RICATOR CANOPY FABR ICATOR CANOPY FABRICATOR . GEN ERAL CONTR ACTOR GEN ERAL CONTRAC TOR . WAYN E I DIS P ENSER MA NUFACTUR ER GENERAL CO NTRACT OR ! KIOSK FABR ICATO R GENERAL CON TR ACTOR . WAYNE OWNER GEN ERAL CONTRACTOR OPW OWNER GENERAL CONTRACTOR CANOPY FABRIC ATOR CANOPY FAB RICATO R RI VERS IDE OWNER GENER AL CO NTRACTO R .. SKYLiN[ PRODUC TS . INC. OWNER S IG N INSTA L LER -------·---·-- CUMMIN GS S IGNS OWNER SIGN IN STALL ER DCI MA RKE TI NG OWN ER GE NERAL CON T RAC TOR ·-· CUM MINGS S IGNS OWNER S IGN IN S T.AL LER CANOPY FAB RICATOR GENERA L CONTRACTOR ' OWNER GEN ER AL CON T RACTOR ' , Jr I T~~----.-----c---CA NOP Y DEC K 15 '-10" 2" X 2" ZE E CLI PS 'o I 0 BRACE TO COLUMN AT 48 " o.c . 1-1/2" CO RRUGATED META L SID ING -1· ---------3-1 /2 " METAL ST UDS ! ..----3-1/2 " C HANN EL ------RUNNE R ~,II.;;;: -----ZEE FLASHING :.H:J~~----r X 6 " ANCHOR BOLT 1-+''..h4-.::.8 _" ______ 16 "¢ CO LUM N __.---6 " SP LIT FACE CMU ------WITH #4 BARS AT HORIZONTAL BON D BEAMS AT 48 " O.C. ~;:j-------#4 BAR S VERT ICA L DRI VE SLAB BLACK BACKGROUND WRAP CO L UMN WI T H 1 /2 " PREFOR MED EX PAN SION JO I NT ' ' ' ' ' . CANOPY COLUMN SECTION SC AL E: 3/4 7 1 '-0" ·ro I " 2'-8" .~sc:r-------#4 BARS VERT ICA L AT ~'-'-'~~-"-"-"-~, COR NERS :,.r------6" SPLIT FAC E CMU CLADDING WI TH 2" INT ERNA L SE ISM IC CL EARANCE CANOPY COLUMN PLAN VIEW SC ALE: 3/ 4 " = 1 '-0" THI S DR AWING IS AND SHA LL REMAIN THE PRO PERTY OF THE KROGER COM PANY REPRODUCTION OR ALTERATION OF THI S DRAW ING WITHOUT THE EXPRESS WRITT EN PERM ISS ION OF TH E KROGER COMPANY IS P ROHIBITED . (NOT , PUBLISHED: ALL RIGH TS RESERVED) NOT E TO CO NTRACTOR : THIS SET OF DRA WI NGS AN D DOCUM ENT S IS IN TEND ED AS A SE T OF GU IDELINES FOR THE P ROJ ECT AND AR E INTEND ED TO BE USED IN CONJUNCT ION WI TH A S l'iti OF CO NSTRUCTION SPE CIFICft.T IONS TO BE SUPP LI ED BY OWNER. THE Y MUS T BE ' READ TO INCOR POR ATE ALL APPLICABLE FEDER AL , ST.ATE, AND LOCA L CODES IN CLUD ING FED ER AL A.D A REQU IREMEN TS. THIS SET ASSUM ES TH AT THERE ARE NO UNU SU AL SO IL CON DITIONS OR WIND LOADS. THE FA IL URE OF TH IS CO NDIT ION MAY REQU IRE S IGNI FICANT CHANGES TO THES E DOCU MENTS . IT IS TH E RESPO NSIB ILI TY OF THE GENER AL CONTRAC TO R TO CO NFO RM TO ALL APPLICAB LE COD ES A ND TO I NFORM THE OWNERS/ ARCH ITEC TS OF ANY QUESTIONS OR CLARI FI CAT IONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE SIT E BEFO RE B IDD ING. CO NTRACTORS ARE RE QU IRED TO KNOW ALL OBSERVABLE COND ITIO NS AND APPLICAB L E CO DES. KENT, WA 98032 ( 425)25 1 -6222 ( 425)251-8782 FA X I CIVIL ENG INEER ING , LAND PLANNING, I SURVEYIN G, ENVIRONMENTAL SERViCE S Ul z 0 Ul > w 0:::: w c:;: 0 z ~ >- "' 0 In>- ~m z 0 Ii: i2 u U1 w 0 "' 0 N ....... c- 0 ....... N 0 N ..... [L 0 _, g :s m ::::, (/) ..... :,; "" w [L Proj ect #: 15432 Des igned By: Drawn By: Checked By : St ore #008 7 ' RDO JH ------------·-·----- Date: 8.30.1 2 Sc ale: AS NOTED Disk Fi le: 15432 A2.0 .dwg Mode l: 5 (GD) ...,..,.,.. __________ _,. ;:; l°f{~s;f R 46 15 NE 4TH STREET Pi~ . enton RENTON, WA c/)1)• ~, •. • ij~J\~RsTci"~X~~oNs . (G ~™~~ACILITY Drawi ng No .· A2 .0 ------------------------------------·---. 94'-o" 83' -1 O" CANOPY .--3'-0" 27'-o" --3'-o" 27'-0" .--3'-o" 15'-6" 2'x2' CHAMFER AT COR l,ERS OF CONCR ETE S L ABS (NP.) U N LESS ADJOIN IN G OT H ER CONCRETE PAVING-------_ 11'-11" 30'-o" 30'-o" 11'-1 1" SEE SIT E PLAN F OR TANK L OCAT IO N AND CONFIG U RATION D IPSENSER I SLAND (NP.)------t----+--+------i I 0 PRODUCT DISPENSER (NP.)-----.----.--~,----.., ~~ 6" cmJCRETE PAD RE INFORCEo ----1 WITH #4 BAR @ 18" O .C . EACH WAY u--~-1--- 1 I I L f--- 1' I J, -1-.-- 1 LEDG E OF -1- CANOPY ABOVE 1' 6" PIPE B OLLARD (TYP.) ---J&~---,.:-,, CONCRETE J '° LANDING T AT DOOR ' 0 ' 0 I '° 1 'x1' CHAMFE R (TYP.) 6" CONCRETE PAD RE INFORCED WITH #4 BAR @ 18" O.C. EACH WAY 1 CONS TRUCTION IMPROVEMENT PLAN SCAL E: 1/8"-1'-0" ELECTR ICAL ACCESS OPEN ING IN ALL COLUMNS---------~ CONDUITS IN COLUMN BY CANOPY MANUFACTURER. CONNECT ION AND CONT INUATION UNDERGROU ND AND / COL UMN ff. ii ABOVE DECK ING BY CO NTR ACTOR ----t-+"-t+ ! COLUMN, BASEPLATE AND ANCHOR BOLTS BY CANOPY MA NUFACT URER ~-----""'C"'---f-lf-7"-H <i_ PIPE BELO W GRADE ----~ TOP OF ISLAND ' U) I i i II II II II II i ! 3 '-0" BO LLA RD ff. 0 4" CANOPY DOWNSPOUT INSIDE COL UMN DAYLIGHT AT GRADE If NO STORM SEWER CONN ECTION. SEE S IT E PLAN DRAWING CLADDING I NVERTED U-SHAPED BOLLARD WRA P COLUMN WITH 1 /2" P REFORMED EXPANSION JO INT MATERIAL. ELASTOMERIC CAULK AT TOP OF JOINT 0 ... f",-;''--;-=:::i::r::j::::::;:':=1-CONTINUE DOWNS POUT FOR ' N "- N 2 ••.. I N > If) 0 z >-- 0. ~ 0 a, ~o 0 er:: ~ ~ ~ ~ 0W f-0:: ::J 0:: f-wO LL j<;' ~ ::J z <( :,s . . . . ' . ,,, , . . .... ~- . . . ! I .: . ' . ' ' ' ~;·=:·'::::. --: == -·: . -::p:::: ' ;::: :·'-~ ', ~; " " '~ ~0< ~\· ~)t'//d/ ,• . ' . , REFER TO CANOPY . ' .. . ' MANUFACTURER DRAWINGS I SEE CANOPY NOTE S, T HIS SHEET I PRELIMINARY CANOPY FOUNDATI ON SCALE: 1 /2"=1'-0" STORM SEWER CONN EC TION IF AVA ILABLE. SEE S ITE P LAN DRAWING SECTION '° I 0 I <[) 0 I r-- 0 I <[) ' (0 I 0 z :s "' 0 z :s (/) 0 I ;,- >-(L 0 z 0 0 <( I u I .M ' 0 0 <[) I 0 ._,. 0 I ._,. PROJECT NORTH 2 1 CANOPY NOTES : 7/01/11 1. INSTALLATION 1.1. TOP OF FIRST POUR OF COL UMN FOUNDAT IONS SHALL BE AS SHOWN ON THE GRADING AND DRAINAGE PLAN DRAWING. ANY DEVIATION FROM THESE ELEVATIONS SHAL L BE REPORTED TO CANOPY SUPPLIER PRIOR TO FABRICATION OF COLUMNS. 1.2 . ANCHOR BOLTS SHALL BE INSTALLED PLUMB WITH TEMPLATES FURNISHED. ALL THREADS SHALL BE CLEAN AND FREE OF CONCRETE SPILLAGE. 1 .3. BLOCK-OUT PAVING AT EACH COLUM N FOOTING SHALL BE AT L EAS T SIX INCHES BEY OND EDGE OF COLUMN BASE PLATE AND SHALL BE A MIN IMUM OF 36" DIAMETER. 1.4. ALL YAR D PAVING WITHIN A DISTANCE OF FIVE FEET BEYOND THE P ERIMETER OF TH E CANOPY SHAL L BE IN PLACE WITH NO OPEN HO LES OR TRENCH ES PRIOR TO CANOPY IN STALLAT IO I,. 1.5. CONTRACTOR SHALL FUR NISH A DUMPSTER ON SITE FOR USE BY CANOPY INSTALLER FOR CLEAN-UP OF CRATING AND SHIPPING DEBRIS. 1.6. CONTRACTOR SHALL BE RESPONSIBLE FOR F INAL COORDINAT ION OF INSTALLATI ON SCHEDUL E WITH CANOPY SU P PLIER. ANY DEV IAT ION F ROM THE MINI MU M SITE COND ITIONS UASTED ABOV E OR A CHANGE IN SCHEDULING RESULTING IN ADD ITIONAL COS T TO THE CANOPY SUPPLIER, WILL BE BACK-C HARGED TO THE CONTRACTOR . 2. FOUNDATIONS 2.1. CANOPY FOUNDAT IO NS SHALL BE CONSTRUCTED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH AN ENG INEERED DESIG N PROVIDED BY THE CANOPY MANUFACTURER. THE CANOPY FOUNDATION DETAIL ON TH IS SHEET IS PRELIM I NARY AND PROVID ED FOR BID PURPOSES ONLY. THE DEP ICTED FO UNDATION HAS NOT BEEN ENGINEERED AND MAY DIFFER FROM TH E FINAL DESIGN PROV IDED BY THE CANOPY MAN UFACTURER. 2.2. CANOPY ANCHOR BOLTS AR E SUPPLIED BY THE CANOPY MANUFACT URER AND MUST BE INSTAL LED IN ACCORDANCE WITH DETAILS PROVIDED BY THE MANUFACTURER. 2.3. CANOPY SUPERSTRUCTURE, INCLUDING COLUMNS, BASE PLATES AND AL L STRUCTURAL STEEL COMPONENTS, SHALL BE SUPPLIED AND ERECTED BY THE CANOPY fAANUFACTURER . COLUMN CLADDING NOTES: 7/0 1 /11 3. MASONRY CO LUMN CL.ADDING 3.1. CONCRE TE MASONRY UNI TS (WHERE AP PLI CABLE) SHALL BE "STANDAR D" SIZE UNITS, CONFORM ING TO AS TM SPECIFICAT IONS C216 , C62, AND C 126. BOND PATIERN SHALL BE "RUNN ING BO NO". F 'M -1900 PSI 3.2. MORTAR SHAL L CONFORM TO ASTM C270, TYP E N. 2500 PSI MINIMUM. 3.3. REINFORC IN G SHALL BE AS TM A 615 GRADE 60, SIZES AN D SPAC ING AS I ND ICATED ON DRAW ING. 3.4. GROUT SHALL CONFORM TO ASTM C404, 2500 PSI MINIMUM. PLUMBING GENERAL NOTES : 1. 2 . 3 . 4. 5. 6 . 7. 8. 9. THE CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE H IMSELF /HERSELF WITH ALL REQUIREMENTS OF THE CONTRACT PR IOR TO SUBMITTING HIS/HER BID. THE CONTRACTOR SHALL NOTIFY THE ARCH ITECT/ENG INEER OF ANY CONFLICTS PRIOR TO BID OR START OF INSTALLATION. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE AND SHALL NOT COVER ANY WORK UNT IL APPROVED BY THE INSPECTION AUTHORITY. THE INFORMATION PRESENTED ON THESE DRAWINGS IS DIAGRAMMATIC IN NATURE. IT DOES NO T NECESSARILY REPRESENT ALL FITTINGS, HANGER S, ETC. REQU IRED FOR A COMPLETE WORKING SYSTEM. PROVIDE ALL MATERIA LS AND LABOR FOR COMP L ETELY FINI SHED AND OPERATIONAL SYSTEMS. CONTRACTOR SHAL L NOTIFY THE ENGINEER OF ANY ALTERA TI ONS REQUIRED BY TH E OWNER OR FI ELD CONDITIONS. ALL EQUIPMENT SHA ~L BE NEW, SHALL COMPLY WITH SPECIFICATIONS ON DRAWINGS, AND SHALL COMPLY WITH I ENERG Y CONSERVATION CODE REQU IREMENTS AS ADOPTED BY THE STATE, AS WELL AS LOCAL JURISD IC TIONAL BUILDING DEP ARTME NT. ALL VENT LINES SHA l L BE SLOPED AWAY FRO M CONNECTIONS TO STACK AND TOWARD THE FIXTURE IN ORDER Tb PREVENT THE ENTRAPMENT OF FLUIDS IN THE VENT LINE. ALL DRAINAGE LI NES SHALL BE SLOPED AT A MINIMUM OF 1 / 4 IN . PER LINEAL FOOT UNLESS OTHERW ISE SHOWN OR NOT ALLOWED DUE TO FIELD COND ITIONS. VENT P IPES AND FITIINGS SHALL BE SCHEDULE 40 PVC AND SHALL BE I N ACCORDANCE WITH LOCA L PLUMBING CODE. ALTERNATES S HALL BE SUBMITIED AND APPROVED BY THE BU ILD ING DEPARTMENT PRIOR TO START OF WORK. DOMESTIC WATER PIPING ABOVE GROUND SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FI TII NGS . JOINTS AND CONNECTI ONS SHALL BE COMPLETED WITH 95 per~ cent TIN, 5 percent ANT IMONY . WATER PIPING BELOW GROUND SHALL BE TY PE "K ". 10. ALL COPPER PIPING SHALL BE LEAD -FREE SOLDER AND NON -CORROSIVE FLUX AND SHALL HAVE NO JO INTS IN P IP ING BE LO W CONCRETE SLAB . 11 . AL L COPPER LINES THAT PRO J EC TS THROUGH CON CR ETE FLOOR SLAB, STRUC "I URAL STEE L MEMBERS AND/OR METAL WALL PANELS SHALL BE INSTALLED WITH A 3/8" ARMAFLEX INSULATING SLEEVE 12. SO IL AND WA STE PIP ING SHAL L BE SCHEDULE 40 PVC AN D SHALL BE IN ACCORDANCE WIT H LOCAL PLUMBING CODE. ALTERNATES SHA LL BE SUBM ITIED AND AP P ROVED BY TH E BUI L DING DEPARTMENT PRIOR TO START OF WORK . 13. PIPE SUP PORT S SHALL BE ADJUSTAB LE BAND HANGERS WIT H ZINC EL ECTROPLATING FOR STEEL PIPE AND COPPER ELECTROPLATING FOR COPPER TUBE. 14. THE CONTRACTOR SHALL 'PROVIDE PLUMBING EQUIPMENT, FI TII NGS , AND TR IM WHERE SPECIFIED OR AS REQU IRED FOR COMPLETE INS TALLAT ION. THE CONTRACTOR SHALL ROUGH-IN AND CONNECT ALL EQUIPMENT INCLUDING EQUIPMENT FURNISHED BY OTHERS. 15 . SOIL, WASTE, AND VENT SYSTEMS SHALL BE TESTED AT 10 p.s.i.g. FOR 30 min. WITH NO LEAKS. POTABLE WATER PIPES, VALVES, AND FITIINGS SHALL BE DISINFECTED, AND HYDROSTA TICALLY TESTED AT 125 p.s.i.g. FOR 60 min. WITH NO DROP IN PRE SSURE. 16. VENTS THRU ROOF SHALL BE INSTA LLED A MIN. OF 10 FT FROM OR TERMINATED A MIN. OF 3 FT ABOVE FRESH AIR INTA KES. 17. SHUT -OFF VALV ES SH AL L BE INSTALLED AT ALL EQ UI PMEN T WATER SUPPLY CONNECTIONS. 18. THE CONTRACTOR SHALL INSULATE EXPOSED HOT WATER LINES AND LAVATORY DRAIN P ER BUILDING DEPARTMENT AND A.DA REQUIREMENTS. 19 . REFER TO KIOSK MANUFA CTURER DRAW INGS FOR STUB-UP LOCAT IONS. TH IS DRAWING IS AND SHALL REMA IN THE P RO P ERTY OF TH E KROGER COMPANY REPROD UCTION OR ALTERATION OF TH IS DRAW ING WITHOUT THE EX PR ESS WR ITT EN PERMISSION OF THE KROGER COMPANY IS PRO HIB ITED. (NOT PUBLISHED: A LL RIGHTS RESERVED ) _NOTE TO CONTRACTOR: THiS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CON J UNCTION WITH A SET OF CONSTRUCTION SPEC IFICATIO NS TO BE S UPPLIED BY OW N ER. THEY MUS T BE READ TO INCORPORATE ALL AP PLICABLE FEDERAL, STATE, AND L.OCAL CODES INCLUDING FEDERA L A.DA REQUIREMENTS. TH IS SET ASSUMES THAT THERE ARE NO UNUSUA L SOIL CONDITIONS OR WIND LOADS . THE FAILURE OF THIS CO NDITION MAY REQU IR E SIGNIFICANT CHANGES TO THESE DOCUM ENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CON FORM TO ALL APPLICABLE CODES AND TO INFORM THE OWN ER S/ ARCHITECTS OF ANY QUES TIONS OR CLAR IFICATIONS WHICH ARE DES I RED . CONTRACTORS SHALL ALSO VISIT THE SI TE BEF ORE BIDDING. CONT RACTORS ARE RE QUIRED TO KNOW AL L OBSERVAB LE CONDITIONS AN APP ICA LE CODES . J (/) z 0 (/) > w Cl" - i i '%, .... IP '<>' "< )' '<,<;:, 1IVG ENGi"'<, 18215 7 2ND AVEN UE SOUT H KENT, WA 98032 ( 425)25 1-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND Pl.ANNING, SURVEYING, ENV IRONME NTA L. SERVICES n 0 w c,.J ~ ...___ ,._ 0 ...___ c,.J 0 z ~)-N a, 0) f- 0 uj ,_ o_ :=: (D D Pr oject f 15432 Sto re #0087 ) Des igned By: Drawn By: By: RDC JH enton 8.30 .1 2 1v1sion AS NOTED ~~43~~:~dwg 5 (GD) 46 15 NE 4TH STR EET RENTO N, WA CANOPY CONSTRUCTION IMPROVEMENT PLAN OFC FUELING FACILITY Drawing No.: A1 .1 ,., (: : 3'-6" 8'-6" 3'-6" VER IFY WITH KIOSK DRAW INGS 8'-6 " ---------------------------------~ CIGARETIE D ISPLAY ~ I I I I 1 '-0" @ @ 1 '-6" ------------------------------~-- I I I I ;,, I a, N ' n (f) <:) z ~ i§. 0 " U) Q "' I t= "' ~ °' w > ... I~--------~ 5'-0" I I I @ ®_- <D I g / 21 - - I ! [f:J @;' ~ iL_f-__ _,l_,~(22) ; ~~,;/---""1111 ii 1 II II l ~--lf-----~.23.~-----H,j-~ II II® II II II II II w I I I I I I I I I ~ - @ 0 ~ 0 @ ' / I ~~ I I I I I ~ I I I ~ ~ ©- SALES ~ @ < I STORAGE ® - ~ I I ~-------~1 @ ~---------I @ LJL_ ,-u- I I ~·-·------ 00 I "' N ',o I r I ' I I I I I I I I I I I I I I I I I I NOT E : SEE FREY -MOSS KIOSK DRAWINGS FOR LOCAT IONS OF AN CHOR BOLT S PLU MBI NG AN D ELECTR ICAL ST UB-U PS I 2"x2" UNGLAZED THROUGH BODY I PORCELAIN FLOOR TILE OR KROGER APPROVED EQUIVALENT AND MATCHING 5" COVED TO E , BULL NOSED TIL E BASE. I ------J--~-· ··--· -I ~ts;~1 ~~~o~,~~G~~ ~~%~z£iPi:~EKRL~~1·~ · 0 I INSTALL WI T H GR AY EPOXY GROU T TO I MATCH FIE LD BODY COL.OR OF TI LE CONTRACTOR SHALL SUBMI T GROUT AND I T ILE SAMPLES FOR OWNER APPROVAL PR!OR TO ORDER ING. WWW.AMERICANOL EAN.CC M 10 LOCATE I LOCAL SUPPLIERS _SLOPE 1 /8" PER FOOT ' N I n / 4 \.. ( I'\ -4" 7'-2 " 1 '-0" -~ "-v -/ 1 KIOSK NOTES: ' KIOSK EQUIPMENT PLAN SCALE: 1/2"=1'-0" PROJECT NORTH KIOSK FOUNDATION PLAN 4 SCALE: 1 /2"= 1' -0" PROJECT NORTH 7/0 1/1 1 1. FOUNDATION DESIGN CRITERIA 3. CAST-IN-PLACE CONCRETE > > MAXIMUM ROO F SNOW LOAD ----·-··-·-----40 PSF WIN D CR ITERIA: > MAX IMUM BASIC WI ND SPEED (3 SEC.) 120 MP H > EXPOSURE VALUE C > SEISMIC DESIGN CATEGORY D 1.1. SOI L PREPARAT ION AT ALL ST RUCTURES SHALL BE PER RECOMMENDATIONS FROM A GEOTECHNICAL REPOR T PREPARED FOR TH IS SITE BY TERRA ASSOC IATES INC., (REPORT NO. T-6421, DATED 03/19/2010). THE CONTRACTOR MUST FULLY REV IEW TH IS R EPORT PRIOR TO CONSTRUCTION. INFORMATION IN THE GEOT ECHNICAL REPOR T SUPERSEDES ANY CO NF LICT ING INFORMATION CONTAINED IN THE CONSTRUCTION PLAN S AND SPECI FICATIONS REFER TO THE ABOV E MENTIONED GEOTECH NI CAL R EPORT FOR MO RE COMPLETE IN FORMATION 2. APPLICA BLE CODES 2.1. INTERNAT IONAL BU ILDING CODE. 2009 EDITION 2 .2. AMERICAN CONCR ET E INSTITUTE. BUI LD ING CODE REQU IREMENTS FOR STRUCTURAL CONCRETE (ACl -318). LATE ST EDIT ION 3.1. 3.2. 3.3. 3.4. 3.5. 3.6. 3.7 . STRUCTURA L CONCRETE FABRICATION AND CONSTRUCTION SHALL CONFORM TO AC I BU ILDING CODE ACl-3 18, LATEST ED ITION. POR TLAND CEMENT SHAL L CONFORM TO ASTM C150, TYPE I UNLESS N OTED OT HERWISE IN GEOTEC HNI CAL REPORT. CONCRETE SHALL CONFORM TO TH E FO L LOW ING MINIMUM SPECIFICATIONS: COMPRESS IVE STRENGTH (28 DAY, fc), 3000 PSI (FOUN DATION), (FLOOR SLABS); COARSE AGGREGATE SIZE, 7/8 INCH, MAX.; SLUMP 5-1/2 INCHES, MAX. REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND AT ALL INTERSECTIONS . PROVIDE CORNER BARS IF NECESSARY WI TH LAPS. MINI MU M RE IN FORCING COVER R EQU IREMENTS ARE AS FO LLOW : > CONCRETE CAST AGAINST EAR TH --------~ 3 INC HES > CONCRETE EXPOSED TO WEATHER OR EARTH: > #6 BARS & LARGER_ 2 INCHES > #5 BARS & SMALLER 1 1 /2 INCHES > CONCRETE SLABS, NOT EXPOSED TO WEATHER OR EARTH _ 1 INCH REFER TO PROJECT S PECIFICATION SECT ION 3300 FOR ADDIT IONAL NO TE S. KIOSK FOUNDATION ANCHORS PER KIOSK MANUFACTURER. SEE KIOSK DRAWINGS. ~KIOSK GLAZING_,,/ MAIN Brc~N~ 28 SAFE J - N _., "' "' -:::, -lf l "' ::, 0 w cc = /:: _J "' ' :::, v G ;;,-w I ·.,. _.,··.--_ ...... . 2 SCALE: 1/2"=1 '-0" I 4' 2" - I f- i= I J /4" PLYWOOD I i= I I -jc I 1 _3/4" TY 1 P NOTES : .. 4'--0 " I I BACKING~ I ··-1 1 '-2" I -2"l~ ·~~-1 I 1 . CONSTRUCT WITH 3/ 4" MEDI UM D ENSITY PARTICLEBOARD 2. BACK TO BE 1/4" AB GRADE PLYWOOD 3. FIN ISH EDGES WITH P INE 4. PR IME AND PAINT ENT IRE UNIT SHERWIN WILLIAMS SW6002 "ESSENTIAL GRAY" 3 STORAGE RACK SCA LE: 3/4"=1 '-Q" 3/16"x3/4" 100% BUTYL FOAM CORE SEALANT TAPE ! UNDER PREMANUFAC TURED r OSK WAL L 4" RE INFORCED SLAB WITH THICKENED ED IG E (MONOLITHIC POUR IS ACCEPTABLE A L TERNf,TE) :,,,. a . ' .. PREFABRICATED KIOSK BY OTHERS. CO NTR A CT OR TO ANCHOR KIOSK TO FLOOR S LA B PER K IOSK MANUFACTURES DRAWINGS VERIFY 801.T SIZE REQUIREMENTS PER LOCAL CODE. CAULK INTERIOR AND EXTERIOR WITH SILICONE SEALANT ~--1/2" EXPANSION JO IN T WITH BACKER ROD AND ELASTO MERIC SEALANT RIG ID IN S U LAT ION, R -10, 2", PER LOCA L BUILDING CODE SLOPE CONCRETE DRIVE AWAY FROM KIOSK MIN. 1 /8" PER FOOT 1 " EXCEPT LEVEL WITH FLOOR AT DOORS ', % ·.,_ '«<0 % « / >)»}'\: • • ~<(( ,-~-'----~~~=-1-=-ffl~~~#4~x;;2':x2' DOWELS @ 24" O.C . ' 0 I ;.., ;,. I . - / :,( '« SEE SPECIFICATIONS v>-: FOR SUBGRADE ~ PREPARATION ',. ' ·~-- SEE PLAN /{;;;;>' >;> V ;?;~ 'l FOR FOUNDAT IO NS LESS THAN 2'-3'' DEEP, INSTALL CON DUI TS UNDER FOUNDATION . BLOCKOUTS MAY BE INSTALLED FOR DEEPER FOUNDATIONS: B"xB" MAX. SIZE @ 18" O.C. SPACING. MA INTAIN 5" CONCRETE BE LOW AND 1 '-1" CONCRETE ABOVE TO TOP OF SLAB. ~-(2) #5 CONT. TOP & BOTIOM 5 KIOSK FOUNDATION WALL NOT TO SCALE 30 36 31 6 1 27 1/1" 3" iJy ~l)i\il, c.c ' . We @'1 SANITARY ISOME TRIC SCA L E: NOT TO SCA LE 7 WATER ISOMETRIC SCALE: NOT TO SCALE EQUIPMENT LEGEND 3 /8 /20 1 2 ALL EQUIPMEN T FURNISHED BY OWNER UNLESS OTHERWISE SPECIFIED Ci) 0 0 © ® ® 0 ® ® @ @ @ @ e @ @ @ @ @ @ @ @ @ (Bl @ @ @ @ @) ® 0 @) ® @ @ 4' STORAGE RACK -FURNISHED AND INSTALLED BY G.C. CANOY RACK CHAIR LOTIO MACHINE SAFE P O.S. REG ISTER BACK OFFIC E P.O.S. INSTALLED BY OWNER TANK MONITOR C IGARETIE CARTON MERCHANDISER CIG ARETIE PACK MERCHA ND ISER 46 C.F. ICE MERCHANDISER 6' REACH -I N PEPSI/COK E COOLER -BY VENDOR 4' REACH-IN ENERGY /HYDRATION COOLER -BY VENDOR 2 -A: 20-8:C FIRE EX TIN GUI S H ER BY G.C.. QUAN T IT IES AND LOCAT ~~.,:_NSTALLED PER LOCAL .. :.~D:_- ANT I-FATIGUE MAT DEAL TRAY /MERCHANDI SE DRAWER PANEL BOARD ' STOOL IDF CABINE1-WALL MOUNTED 6" PIPE BOLLARD -FURNISHED AND INSTALLED BY G.C. (TYP . 4) BU L LETI N BOARD -G.C. TO MOUNT ABOVE PEEPH OLE IN TERCO M MASTER STATION INSTALLED BY G.C . CIGARETI E ,M ERCHANDISING SIGN PANELS 6' REACH-IN 7UP COOLER BY VENDO R AND 4-COMPARTMENT DRY MERCHANDISER INSTA LLED BY G.C . (ONLY USED ON STACKED DISPENSER LAYOUTS) GRAB BARS (TYP.)-INSTALLED BY KIOSK MANUFACTURER WATER CLOSET BY G.C. AMERICAN STANDARD MODEL #2377 .1 00 (WH ITE) PROV ID E WITH OPEN -FRON T SEAT (WHITE) & POLISHED CHROME WATER SUPPLY /STOP LAVATORY -INSTALLED BY KIOSK MANU FACTURER 3/4" COL D! WATER SERVICE BY G.C. TO PUBLIC CONNECTION. SEE SITE PLAN OF CONTINUATION ' 3/ 4" BACKfLOW PREVEN TER APPROVED BY LOCAL AUTHORIT IES BY G.C. IN STA LL DEV ICE A MINIMUM OF 36" TO A MAXIMUM OF 48" AF.F. THE D EVICE SHALL HAV E A MINIMUM OF 24" OF CLEAR SPACE IN FRON T OF DEVICE FROM FLOOR TO CEILING. 4" FLOOR CLEAN OUT BY G.C. 3" FLOOR DRAIN BY G.C. JAY R. SMIT H #2005-8 NOT USED , NOT USED G.C. TO CONNECT 2" VENT LINES FROM FLOOR DRAINS AND WATER CLOSET TO 3" VENT THRU ROOF BY K IOSK MANUFACTURER INSTANTANEOUS ELECTRIC WATER HEATER-INSTALLED BY KIOSK MANUFACTURER @ CONNECT 4" WASTE LINE BY G.C. TO CITY SEWER. SEE SITE PLAN FOR CONTINUATION. ® @J @ EMERGENC'( 9 1 1 CALL BOX MOUNT CENTERLINE AT +48" A.F.G . TR AP PRIMER WITH 1 /2" LINE TO EACH FLOOR DRAIN BY G.C. P.P.P. INC. #PR-500-DU-2 2 -A: 20-B:C FIRE EXT INGU IS HER lN STEEL CABINET (TY P.-OUANTITI ES AND LOCATIO NS INSTALLED PER LOCAL CODE) (EMEDCO.C0M #FEC25). G.C. TO MOUNT BOTTOM 32" ABOVE PAV1 1%. CIVIL ENG I NEER MUST VERIFY ACCESSIBILITY. SEE "CO NSTRUC TION IMPROVEMENT PLAN". @ ALARM sys'J EM KEYPAD REFER 'TO PLUMB ING STUB -UP KIOSK MANUFAC TUR ER'S DRAW INGS FOR EXACT LOCAT IONS U) z 0 U'l > w CL -- '6 i .,_ ... IS> C,' "< )' <.v"' 1lvG ENG\~t. 1 8215 72ND AVEN UE SOU TH KENT, WA 98032 (425)251-6222 ( 425)251-8782 FAX CIVIL ENG IN EER ING, LAND PLANNING, SURVEYING, ENVIRONMEN TAL. SER VICES ,.,., C) w N ~ ..... 0 ,._ C) ..... N 0 z ~r N cc e- 0 ui,-0. lliJ OJ 0 10 I -' g :,a z m 0 :::, c= u, CL ii' t:: u :,s V, "" w w 0 0.. Pr oject #: 15432 St ore #00871 1 --------+-11, Designed By: KE~ ----··-·---- Drawn By: ------- RDO J H Checke d By: Dote: 8.30.12 Scale: AS NOTED I ._oi_sk_Fi_le_: ____ 1_?_'.1:.32 _1110 0 dwg Model: S (GD) C , I rty o Renn Piann in-.A"""d'°',,e-,$s""·: .... ________ _ orv,s 1on 4 615 NE 4TH STREET RENTO N, WA KIOSK EQU IPMENT AND fRf~(C@ w iBYN0Ar10N PLAN OFC F UELING FACILITY Drawing No.: A1.0 'o ' 0 6"¢ GATE POST I I I I I I I I I I I I \I I l ', I '\J ' I I I' I U I :~~ I ft,1'• :~[~' I , I • I I I I 6' 6" 1 /cu,B I I I ) > CONC. /;-:: LI) 0 w (l_ 0 __J (f) ~ 6" THICK CONCRETE SI.AB WITH 6"X6" W 1.4X1 .4 WWM @ MID-DEPTH~ ~ I I ·NI );{: I I I 1 I , n ---- --------CMU WALL 1' \ ~-------1-~\1L4X4X1/2 'N ' 1+--------+--+ ~" BASE Pl.ATE r------1-L --r------1-rx7" ANCHOR BOLTS (3 TYP.) / --L____ -------- COLUMN BASE DETAIL 1A SCALE: 1" ~ 1 '--0 " #4 VERTICAL @ 24" O.C. (TYP) (2) #4 VERTICAL @ WALL ENDS (TYP) L4X4X1/2 ------------1" HOLE FOR I (2) - _ _ _ _ _ _ _ _ _ _ _ _ __ _ ANE __BOLT________ / ij"X7" "--. 12'-0" -if-----------------~~ ~-~ ------------------,/'--- 8" ------I ~~===--------=====--~---~--~,-~----------===--~~~~-~8'-0"$ PAINT ALL STEEL "SANDSTO ~E" 7'-5" TO MATCH CANOPY FASCIA I I J 8"X8"X16" SPLIT FACE CMU I N RUNNING BOND PAINT "OYSTER" TO MATCH KIOSK WALLS ~ /r------------------1------", ~" I / I \ I L -__/ I "--. -.J TRASH ENCLOSURE E~EVATION 3 SCALE : 1/2" = 1 '-·0" ~~-~~-;;;,,;;: __ ~--~--~-~-~~--~~~~~~~. ~~-~~~~;;;.;;-~_-;;,,,,;;;;.;;;;~~~-~-~~~ ANCHOR "'-'lc---Hn. .o • ~ sm .T7 , EXPANSION 6"¢ STEEL ---\ ·o ' °N . - 'o ' <D / f JOINT Pi PE I\ / /I ' Ii CMU~ I/.. 11 \ I WALL ./1 It 7-5/8" /1. ••. 11· \\ i I . I \ // \\ \ I I / \ · • I I // // ', ·11 // / ' Ii L4X4X1/2~ --...______ ~ ' { / / \ I I j 8 , o" {> - 6"¢ STEEL PIPE FILL WITH CONCRETE C1DX15.3 /I // ', Ii II _.,, --... . I\ _, LW • '-.... ...__ • 1 B COLUMN BASE DETAIL I' r 1· . __ .,...,.. o... -------·1 1_____ S ---? 1 ~ 1" HOLE FOR .CANE BOLT__;.:· WHEN GATE IS IN OPEN . .. POSITION TRASH ENCLOSURE PLAN SCALE: 1 /2'" -1 '-0" ------· -:=============---.. -------------;; • ----··--·--·---·-·-·· --- SCALE: 1" = 1 '-0" s'-o" -OCK HASP: v-PADL 1 /4" PLATE, 2" H X IDE. WITH 1 /2" ¢ E AND 4" OUTER US WELD TO FRAME f'X2" DIAGONAL / TENSION BRACE ----,, 1111,·ll I i I I/ ~ I I Ji}. ! / --' ' J / ./ ii, I I V ~ ! I . I I _.,,/y I '-; ' I I 1 i---1 V f----\ I G v; "=I . ,_ ' ~l ,-. 7 -f--,_ r,z· \ I ,~-// ',, -I -// I f--.. '--// '-;' >!( f---- ,, // ,, b // ~ -I !!"¢ GALVANIZED~ -,;-; / CANE BOLT ~ // "--. -// ~ -rr't-I '\' ~/ ·1 ., ' ... . n .. 1 II -" ' / V I/ .,j Ill " ' -v ,::, 7 ~ r:,., :r V -c-->- i 1--- I ~ ~ i=t·n -. ~ 1" W HOL RADI GATE 1r. l~BWA 18 GA. TYPE 6 GALV. METAL KING 2.9 PSF. DEC i_.,..---PAIN OUT T INS I DE AND SIDE OF GATES, FRA MAT f-. ------ ' ME AND POSTS TO CH CMU I ---- / I "--. EXPANSION JOINT f,Ell'IF. CONC. 71 PROI~ SEE SITE PLAN k ' GUTTER BELOW------- \ I I I II -l__J i #4'S CONTINUOUS S LOPE 0.5% 6" SLAB WITH W1 .4XW1 .4 WWM 6" HIGH CURB ~, r-o" L 1 4 TRASH ENCLOSURE S6.:CTION SCALE: 1/2" ~ 1'-0" ---------------+-------------------~ 1- +----------. ---------,-' I I ---------j I I I I I I I I I I I 3" X 20 bA. N-DECKING @ -------1/4" PER I FT. SLOP E I I I I I I C10X15.3 V BELOW DECKING I I +- I I I ,,---1---------- ---,-l_j_L~, \__ 1 I / , 2"X3''X:j" ANGLE 1 Ll____/1 1 (FRAME FULLY WELDED) -----------~ I~ I I i--,i-~Ll I \ \ J I / I I I I I I L ___ J 2 I I "----1 ___J ~ \ :f' I I I I ~ N I I I I ~ I L _I I ".., +-~-----___! I 30"¢ v I CONC. FOOTING 2A PADLOCK HASP DETAIL SCALE: 3" = 1 '-0" TRASH ENCLOSURE ELEVATION SCALE: 1 /2" = 1 '-0" I I -----1~ I I I I ----~ ______ _______J_ I I ---------~ _ ___._ ____ ··-----,1-------~ I I RCDOF TRASH ENCLOSURE PLAN 6 SCALE: 1 /2" = 1 '-0 " 8'-0" 7 , 5" -$ --(2) #4 IN BOl"D BEAM (TYP) (2) #4 IN Bmm BEAM (TYP) 8" CMU GROUTED SO LID SPLIT FACE EXTERIOR, SMOOTH FACE INTERIOR SEE FOUNDATION DETAIL (TYP) C10X15.3 #4 @ 24"- 8" CMU #4 @ 24" DOWELS 6" #4 DOWELS @16"--~ o.c. ' • ' ROUGHEN CONSTRUCTION--- JOINT k .; ' ,,, 4 ·"'"' 4 <D --.... r,4. " ' ' • ' ' \ 4 q ' q ' > <l q 4 q. . LI ··<1 ' ' " -~ " • 4 q "' • 6" 4" ---------,!'-'------'~,'- 12" . I ""I I i 5 FOUNDATION DETAIL C 1 0 X 1 5. 3--------....._. 1/4" PER FT. 20 GA.----- SHEETMETAL GUTIER L4X4 SCP .LE: 1 /2" = 1 '-0" 3" N-DECKING L3X34 WELDED TO CHANNEL ROOF SECTION SCALE: 1" ~ 1 '-0 '1 SLOPE= -~-1--~~ N-DECKIN G ~ C10X15.3 9 ROOF SECTION !AT GUTIER SCALE: 1" = 1'-0" Q l_J 10 3" N-DECKiNG L3X3X1/4 ROOF SECTION SCAL E: 1" = 1 '-0" 3" N-DECKING L3X3X1/4 L4X4--- C10X15.3 i ' ' I ROOF SECTION SCALE: 1" ~ 1 '-0" City of Rent Ul z 0 (;) > w 0:::: -'6 ~ 'I,; ' <I' ~--'<.,. '<.,~ 1/.tG ENGi'!\'<, 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 --6222 (425)251--8782 FAX CIVIL ENGINC:ERING, LAND PLAN NING, SURVEYING, ENVIRONMENTAL SERV ICES n I lLl ~ I~ t; I 8 ' lz ~:: Project # 15432 Store #0087 1 Designed By: KEH --------···----------··-·· Drown By: RDC Checked By: JH --- ate: 8.30.12 Planning Divis !o o-----sc-al-e,---- i AS NOTED FE8 2 8 IV'l5 I Disk File: 15432 SD-1.dwg Model: /R1~(C~fl¥7~/~dd--res-s: ------+I I 4615 NE 4TH STREET THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY I RENTON, WA REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS ------------'4 WRITI ,EN PERMISS ION OF THE KROGER COMPANY IS PROHIBITED. (NOT , PUBLISHED: ALL RIGHTS RESERVED) NOTE , TO CONTRACTOR: TH IS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WIT H A SE1 OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE I READ · TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING FEDERAL A.DA REQUIREMENTS. THIS SET ASSUMES THAT THERE ARE HO UNUSUAL SOIL CONDiTIONS OR WIND LOADS. THE FAILURE OF TH iS 1 COND _ITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT IS i THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL I APPLICABLE CODES AND TO INFORM TH E OWNERS/ ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHA LL ALSO VISIT THE I SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE CONDITIONS AND APPLICABLE CODES. , TRASH ENCLOSURE PLAN AND DETAILS OFC FUELING FACILITY Drawing No.: SD-1 1'•20' 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 I I I I I I I I I I I I I I I I I I I I I I ARCHITECTURAL SITE PLAN ·:·.,,. ·•-.. ·.··. __ "··::·j--~·.··~~-1G9£.,19:39z'1·, ... ·:'.·_·· -.. -· ,'!"' ... (·_ • ., "~ ·., ~--· .. 4·_.· 4 .,---~ :.-.4 . . ~ ·~ _. ... • .. ,.f" . • ~ • • • :.I ·:;.A:· .-. .i_;.:. 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" : I J I / I /, I :, I ' : I ' : I ' : I ' : I ,, . ~) L------------------~-------o · // SOUTH LINE LOT8___ --/T--------------------------- 4t.·IJ " . ·111 .,, ' \ ',1 11 I/ ll ll I I I J /! If U V '" ., -<'~ l '" . Il l '" '" '" • Ill -11 1 •" "' , II l '" '" , , ' I I I ',, . --,, ... I UNW.PPABLE UNW.PPABLE UNMAPPABLE UNMAPPABLE UNMAPPABLE UNMAPPABLE UNMAPPABLE VICINITY MAP NE 4TH STREEf SITE ~ . N.TB. PROJECT DATA LOCATION: SOUTHWEST CORNER OF NE 4TH STREET AT DUVAU. AVE · NE RENTON, WASHINGTON APN: 152305-9124 Tal)le .. of Recorded Cov,mants, Conditions, Restrictions and/ or Easements . · J&~ll~ l)()cuments Nlaylmpact the Proposed. Development of a · . QfC Fueling Station, at t,IE4"'St , & Quvali Ave. 8206030188 870624148.8. 9606210%q 200701.22001941 2009);231000304 ParcelNo . 152305;9U4°03, .. commonly referred to as 4615 NE 4"' St ()6 •21°1996 I 12\31,-2009 '·~j- Minera! -Northern Pacific Railroad Company Easement am:! reement ~ Drainlield Warranty Deed -Ril,ihtto make nl!ces$3ry slopes fpr cµts orfil!s CiW of Renton .Ordinance No. 4612. Sanitary Sewer Senii~e Special.Asse ssment District Deed of Trust -Sand ' av, ~LC & Synnex,llC Dee,;! in Ueu of Foreclosure· Sandjay, U.C & Synnex, ltC 0.uit Claim Deed Qult-<:faim Deed SEE ALTA / ACSM LANO TITLE SURVEY SHEET 2 OF 2 City o1 Renton Planning Division I ~ w () ...J w ir fl 0 (J) z 0 (J) > w 0:::: .. i ~ -i, ... di '!I' ~ «,~ )'/IVG ENG\~~ 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CML El{GINEERING, LANO PIANNING, SURVEYING, ENVIRONMENTAL SERVICES ci Cl w d I i---;---,----,-----.----.----tr ~ 6 z "' "1 1-------------""1 N Project #: 15432 Store #0087 i o -------------c-11~- Designed By: KE~ w t-D--By----------R-DC~1 -I S- rawn : -- 1 (0 Cheeked By: JH E ---------------~ Dote: 8.30.12 - 0 .--------------. Cl Scole: AS NOTED O' Disk File: 15432-AS1.1.dwg " It-:,,-,,-,----------~--"' Model: ~ ~ 1 ...,.AJJ.,.d,..re"'"s-s:-----------1 ~ ;:;!; 4615 NE 41H STREET RENTON, WA ~ / .--------------. e ARCHITECTURAL. SITT: PLAN OFC FUELINO FACUTY :, 0 2 :c e ;:, N "' "' u) ho:".'.Cra,..w""in'"'g~No,..,,.., ---------t :;;, § AS1.1 "1 / ~- i,; ti: