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Home My WebLink AboutElevations - various submittals .' ",\ <4 RECEiVED tj, EC-5 EC-2 EC-3~ ,~:' ES-2---- ES-3 --- ESF- DOCS .. FRONT ELEVATION ES-4 EC-4 EC-l ------BR-l - ECS-l ES-4 EC-2 EC-l ES-2 ES-3---- ESF ECS-l EC-5 -----------EC-4 -- ------ BR-l --- ESF __ECS-l _.- RIGHT ELEVATION CLAY TERRACE, IN MAY 3, 2007 EC-5 ----- ES-4/ EC-4 BR-l ESF --- REAR ELEVATION EC-5 EC-l EC-3 EP-l EP-2 ECS-l CLAY TERRACE, IN MAY 3, 2007 -------- 2 ARCHITECTURAL SITE PLAN ",^", 1 <." BANNER LOGO TO BE PROVIDED BY OWNER AlllmERS RED WI WACK OUTUNE EG. 3 PROJECT SIGN SCALE: 3I.".\'.()" _J____ j \ I \ I \ 1 I I__L-________I ____________________ "-1-"---1 'I T I ' I I \ I \ i , 146 STREET .. --------..---..----- r SOON ENGINEER - """"' ClI'I',SfAlf EG. -~_..-~ -------- ---~ o 0::: <( > .....J ::> o c:o w U <( 0::: a::: UJ I- >- <( ....J U ~ 4. GREASE TRAP LOCAOOtH:OORD. W/ 'V" CIVIL. PLUMB. DWGS. <3> LANDSCAPING - REfER TO lANDSCAPE DWGS. ~ PRECAST CONCRETE WHEEL STOPS <3> UMITS Of CONSTRucnON <8> SERVIce RAMP. fiNISH C5-1. SEE SHEET A21. k To-GO SIGN ~SEEDE1'AlL17/Al.l ~ PROPERTY UNE A RETAINING WALL BY ANCHOR WAll ~ CONTACT; BRIAN BElASCO 847-894-2186 18 ~~B6~~~~~~~~Y2~~ @ NORTH I. 125 PARKING SPACES PRefERRED. 2. rwQ-WA Y CIRCULATION REQUIRED. 24'-(1" WIDTH MINIMUM [SUBJECT TO LOCAL CODes & IONlNG) 3. 9'-(1" x lB'-(I" STANDARD PAR(JNG STAll SIZE fSU&JECT TO lOCAl CODES & IONING) ... PROVIDE SECONDARY EXIT AS REQ'D BY CODE 5. SERVICE YARD TO BE DARt:: GREY STAJNfD CONC. 6. PARKING lOT STRIPING SHOULD BE ~ WIDE flAT WHITE 7. HANDICAP SPACes SHOULD BE LOCATED TO PROVIDE HANDICAP PATRONS OIRECT ACCESS TO PRIMARY ENTRY WITHOUT CROSSiNG DRIVE AISLE. 8. PROVIDE ClEAR ACCESS FOR EMERGENCY VEHIClES. DEUVERY TRUC~ AND WASTE HAULING VEHICtfS. 6 SITE PLAN DESIGN CRITERIA z :s c.. w l- v; ~ <( (k: ::> I- U W l- I U (k: <( 1""20'.(1" PSP-7 I I I I i I --+---r-J i I ---L-li l I I l I I I I I I ~ I. ACCESS TO THE BUILDING SHAll BE PROVIDED AT PRIMARY ENTRANCE(SI. 2. WALKS AND SIDEWALKS SHAlL HAVE A CONT. COMMON SURfACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING lIT. AND SHAll BEA MINIMUM Of <48" IN WIDTH. 3. SURFACES WITH A SLOPE Of lESS THAN 6 PERCENT GRADIENT SHAll BE AT lEAST AS SUP RESISTANT AS THATOESCmlIDASAMfOIUM SALTED ANISH. ... SURfACES WITH A SLOPE Of 6~ GRAOIENf OR GREATER SHAll BE SLIP RESISTANT. 5. SURfACE CROSS SLOPES SHALL NOT EXCEED 1/4' PER FOOT. 6. WALKS. SIDEWALKS AND PEDESTRIAN WAYS SHALL BE fREE Of GRATING WHENEVER POSSIBLE. fOR GRATINGS LOCATED IN THE SURfACE OF ANY Of THESE AREAS. GRID OPENINGS IN THE GRATINGS SHAll BE LIMITED TO 1 IT IN THE DIRECTION OF TRA.FAC R.OW. 7. WHEN THE SLOPE EN THE D1REC11ON OF TRAVEL OF Am WALX EXCEEDS 1 VERTlCAl TO 20 HOR~.. IT SHAll COMPlY WITH THE PROVISIONS OF A PEOESlR\AN RAMP. 8. WHEN CHANGES IN lEVEL DO OCCUR. THEY Sl1All BE BEVElED NO GREATER THAN 1:2. EXCEPT THAT LEVEl CHANGES NOT EXCEED 1/~ MAY BEVEROCAL WHEN CHANGES tN lEVELS GRfATERTHAN 1". THEY SHAlL COMPLY WITH THE REQ'S. FOR CURB RAMPS. 9. THERE SHAll BE A LEVEL AND ClEAR FLOOR OR LANDING ON EACH SIDE Of A DOOR. THE LEVEL AREA SHAll HAVE A LENGTH IN THE DIREcnON OF DOOR SWING Of AT lEAST(6O". AND THE lENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 048" AS MEASURED AT RIGHT ANGlES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. 10. All WAlKS WITH CONTINUOUS GRADIENTs SHAll HAVE lEVEL AREAS AT LEAST 5 fEET IN LENGTH AT INTERVAlS Of AT lEAST EVERY -4OOfffi. 11. ABRUPT CHANGES IN LEVEL EXCEPT BETWfEN A WA/.X OR SIOEWAlIC AND AN ADJACENT STREET OR DRJVEWA Y. EXCEEDING~' IN A VERTICAL DIMENSION SHALL BE IOENTIAED BY CURBS PROJEC11NG AT lEAST 6~ IN HBGHT ABOVE THE WALK. OR SlDfWAlIC SURfACE TO WARN THE BUND Of A POTENTIAl DROP Off. WHEN A GUARDRAIL OR HANORAIllS PROVIDED. NO CURB IS REQ\JlRED WHEN A GUIDE RASL IS PROVIDED CENTERED 3" (PLUS OR MINUS 1'. ABOVE THE SURfACE OF THE WALK: OR SiDeWAlK:. THE WALK: IS 5 %OR LESS GRADIENT OR NO ADJACENT HAZARD EXIrn. I I o CONCRETE SERVICE AREA . ANlSHCS-l SEEA2.1 o HANDICAP RAMP -SEE DET....LI2IAl.l o STRIP ACCESS ROllTE PROJECT SIGN LOCATION ITO PROVIDE ~ BEST VlSIBllITYI SEE DETAIL 3/AI.0. REfER "'Y TO SPECS SECT1QN 01530. -0 HANDICAP SIGN. SEE 6/AI.1 <2> PAINT HANDICAP SIGN PER 7/A1.1 ~ EXlSmNG lOCAOON OF PAD MID. ""-/ NANSfORMER o ASPHAlT PAVING - SEE OVlL DWGS. ~ CONe. WALK PER DETAIl 1 O/A 1.1 "-/ (COORD. WI CIVIL) 4 SITE ACCESSIBILITY NOTES SITE PLAN NOTES 5 """'" """' , . EXTERIOR FINISHES KEY: ES-2: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH: SHERWIN WILLIAMS COLOR #SW2914 VERMILLIAN \ ES-3: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH PAINTED CHROMATONE #10101 SILVER ES-4: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH: SHERWIN WILLIAMS #SWOOO8 CAJUN RED BR-l: BRICK: SIOUX CITY BRICK; DUNES GREY VELOUR; BRIXMENT MORTAR #B-133 ECS-l: EXTERIOR CULTURED STONE: CARMEL COUNTRY LEDGESTONE #CSV-20007 w/SILL #SWT-1375 (TAUPE) EP-l: EXTERIOR PAINT: SHERWIN WILLIAMS #SW6122 CAMELBACK EP-2: EXTERIOR PAINT: SHERWIN WILLIAMS #SW2914 VERMILLIAN ESF: ALUMINUM STOREFRONT SYSTEM: 2U X 4 1/2u CLEAR ANODIZED I EC-l: PARAPET WALL COPING - SMOOTH RADIUS ROOF EDGE: PREFINISHED TO MATCH CHROMATONE #10101 SILVER I EC-2: PARAPET WALL COPING - ARCHED & STANDARD: PREFINISHED TO MATCH CHROMATONE #10101 SILVER EC-3: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILLIAMS #SW6122 CAMELBACK EC-4: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILLIAMS #SW2914 VERMILlIAN EC-!J: PARAPET WALL COPING: PRE FINISHED TO MATCH SHERWIN WILLIAMS #SW0008 CAJUN RED CLA Y TERRACE, IN MAY 3, 2007 ~ .' C? cp ~ IlEDlEOSl1lIP 00.....,.",.. 4. r@ seeaec. DRAWNGS ~ S~~ _ ROO~-\\\- I - \~ ~ (, ~ -r@ .-.- cp ~ -$Y;~- - - - - - - ..- ~~~_N_ _ _ _ _ _ _ *"?~------- ~Ta- - I CM <r .M. _..U~ T/PARN'EI' 15-3"1\.1'.1'. ~~-- 4""'" , , \0/, ~, , , m ^ 'm'- ,t:tt:::l " "i~ .,. l@J ...@>-l EC-3 N I. , ! 16 4.1 . = ~\1CEYARDWALl.:;~-----1 J J ~ ""'''''TRIP ~. seeB.EC.DRA~ ~ 9 r@ ~ ROOF IN: aEYOtoO ~ r@ BR-l '\. ~'H -~-m< U--1- \@\L@ ~~~~~:~pI'tANN>OI 8'-2 EC-2 ~ ;~ ~lEDSTRP ,,~~~;r:S ~ *~~---- """"'" @D - ~;: F '" .......... HH "'.H \ ~ -$W~ - - - - ES-2 ~~,------- ~1;h.f!. - - ~H_ ---..:rfJ~ -- - ES-3/ '~'H' // -P' -P' // /./ @ // // /~ II II II II CS- J :::l:: 1: ~ D ":'\ cP """"m. LJGHTN<HW. ---. seeaEC.OItAv.N:iS .rloLT/P....APf! ~ "V""2.4'.d'"D.f. - - - -', ~~ ~~~ ~~-t.t' ~'"'... -.;;rBN:rJ.q- RED It08IN MARQUEE 8fYON) j@ ~S-4 r{EC-4) ~ "'--' S.,,' / -- ~ SIGNA'" @D @>- 6u HHH....~ , '- ~ , - " IE " II \e 1 4. JL /8\ , , I X XXW ci:t , , 'qj .~, ~ , 1- EC.I ES-2 ;0 .ED.08N MARQU,,<:p ~~c. ~/ ~ ~ ~ ~~ ~ \ ~.- ~ ~~U I ::11.1 hi rCEC.l) cp 0 ~lpH ~ ~"" I :11 ~ - - - - - - -!J-:~-$- I €D EXTERIOR FIN~HES BRICK SIOUX 01Y IlIlICl. DUNES GREY VELOUR: IlRIXMENT MOllIAllIll-I33 E.I.F.S. FREESTYLE TEXTURE FINISH (MONTEREY) INTEGRAL FINISH COAT COLOR TO MATCH: SHERWIN WILLIAMS #SW 6122. CAMELBACK E.I.F.s. l YMESTONE FINISH INTEGRAL ANISH COAT COLOR TO MATCH: SHERWIN WILLIAMS #SW 2914. YERMllllAN E.I.F.S. LYMES!ONE RNISH. COLOR PAINlED: CHROMAlONE #10101 SILVER SOURCE: 800-445-6810 E.I.F.S. INTEGRAL SAND PEBBLE FINE COLOR TO MATCH: SHERWIN WILLIAMS #SW C:XX:S. CAJUN RED CULTURED STONE CARMEL COUNTRY lEDGESTONE #CSY.=7 w/SILL #SWT-1375 (TAUPE) www.cutturedstone.com EXTERtoR PAINT FINISH: SHERWIN WllLIAMS #SW 6122. CAMELBACK SOURCE: 8O:>-321~194 EXTERfOR PAINT FINISH: SHERWIN WILLIAMS t#sw 2914. VERMIlLIAN SOURCE: 80:>-321-8194 ALUMINUM STOREFRONT SYSTEM: 'Z x 4 lIZ' CLEAR ANODIZED PARAPET WALL COPING: SMOOTH RADIUS ROOF EDGING; CLEAR ANODIZED ALUMINUM FINISH PARAPET WALL COPING: ARCHED & STANDARD COPING: CLEAR ANODIZED ALUMINUM FINISH PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILLIAMS #SW 61 Z2. CAMELBACK PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILLIAMS #SW 2914. VERMILllAN PARAPET WALL COPING: PREFINISHEDTO MATCH SHERWIN WILLIAMS #SW OC03. CAJUN REO 1 V') 0<: W l') 0<: :::l a:l I- . WCl ~~ 0<:'" :::lw O~ (jffi Z~ di~z OU- ~c6Lrl OJ:~ ~'" W"'< Q::::!U ....... E!i!!Si~ ~ ~ ES-3 .. ....." // # 1: J uhJ& ~~ C? "T'" .. ES-2 , , , ,~ 'W "-ER' '- ~ -j 13t'=l" " I = " , , 'f'. @ ~nP. ~ '-@ ENrInCENrERl.N: INO~TR~~~o~~1 r@ r@) ,- 'r€Dl I 1: 'IL 1: MARQU:O~~~ '-e ~ \ C?~Y (~ 4 4. J j@ r@J ~ _ _ -.lJ;~~ S1GWlGE @D _ _ .TIJ!!~6~~ ES-2 - - - - - - 4~1.-$- -~~. '--@ 1 I SOUTH ELEVATION @) @) @ <B @ @) <@) @ <@) @ @l (@) @ 5 EXTERIOR FINISH SCHEDULE c ! ! ; ~:i ::E i;~ ~ li= -<.;. ~:!!I ::E:I!~ e: '-::X:iii~ O;;!~ 1:1 11_1 ........ 6~:r1SSUE /::, /::, /::, /::, /::, /::, V') z" og - 0- 1-..... <eC") >. Ww uj:::l O<:~ 0- -I- O<:~ ~C<: xw wa.. .-------- ------- ------- ~..~~ 0rGWI'l1y CMded 8y """ Dol. If.,..rq 2/19107 -07-4652 "".''''A3.0 .... i'" ES-2 L# ........... , , ; , ,'f} , , " '" w", , , itt , ':-::--:1 c L :J '@ ~ ECS :::l:: 1 I;' " cp ~\ 5-< .....'...:-....:.....:.:.:.:.::.: -. :....... ']1)1 .... ~ "-@ ~ J~ .)2... 4.1 1: I stGNAGEN.lC. cp r~I~~~ / j:@~' 'OJI D ~JI <I' r1IIIIIDIIll ""'" ..... ...... . ~* ~ ~ ESF '11". J INO~REf9l~:O:~~~J r<@> 5.,,-1 I ~ .. I SCALE: SCALE:lf.('zl".a' I.. ~ ~.~-$- EC-2 f=f<...........n F~ .~ - - - - -~~ REO R08IN MAROOEEBfYOf'oI) SlGNAGE ~ _ _T:;~_$_ @-i@- -i~~~ "" ....\.) T/WN>OW~ '\. ~a:rAf.f-:qr "~ "'V " " " .. '" 'io/ "= " " " -1'0-<1 ,," ~I " " " ESF :::l:: 1 / " ECS - -a:~_$_ @> 2 I EAST ELEVATION I SCALE: SCALE:lf4'zl'.a' C? --------------_.!~~ ~ ~..,;-----------~~r4 lEY""" ~ EC-3 'YlCE YARD W~ IDONDREF: Al.2 ----la~~_$_ 10 WAlL POIlf. BR-I , ~ :::l:: 1: :m: LrO?R1tIlOYlnrAT\f"W\l ~ ~I 0p~4~ 3 I NORTH ELEVATION I SCALE: SCALE: If.('z..q ~ -~~~ ~ I r--@ 1/ ...........--ROOF lH IDOf'oI) ;: - - - - - -':ir~-4 ES-2 :::l:: Ii L .........r;t ~::. J 4 I WEST ELEV A nON SCALE: SCAl.E:lf.('zl'oO" =<E' ""'" 1. GC RESPONstaLE FOR FABRIC.....OON OF f2j....(J'x4..q TEST PANELS FOf'iI.....PPLIC.....TJQN OF E.I.F.5. ""'ISHES L E.1.F.5. PROFILES. THESE p.....NaS SHAlL BE MADE .....VAlLABLE FOR REVIEW &. .....PPROVAl BY RED ROp.t.,l GOU~ET BURGERS PROJECT MAN.....GER PRIOR TO APPllC.....OON TO BUIlDING F.....CADE. FAlUR!: TO SECURE SUCH .....PPROVAl MAY NECESSIT.....TE CORRECTM .....CTION BY G.C......T HIS OWN EXPENSE. 2. FOOTI>lG DESIGN IS SHOWN ON THE STRUCTURAl DWGS. THE CONTR.....CTOR SHOULD COORDIN.....TE THE STRUCTURAl. .....ND CMl DRAWINGS AND THE SOILS REPORT AND NOnFY THE ARCHITECT Of ANY DISCREPANCES. 3. All SlGNAGE AND .....WNlNGS SHOWN .....RE PROPOSED SIZES AND LOC.....OONS. EXACT sae. TYPE. LOCATION AND NUMBER Of SIGNS AND AWNNGS SHOULD BE ACCEPTABLE TO THE OWNER AND SHOULD MEET All APPLICABLE CODES .....ND REGULAOONS. lOCAOON L SIZE OF SKiNAGE TO SE RaD COORDINATED WITH SIGN CONTRACTOR ~ EXTENT OF E.LF.$. TRIM DETALS. .. UFoS. ACCENT BANDS &. HORaONTAl MULliONS MUST UNE UP. RefER TO 1/A2.1 &. 1/1>:3.0 FOR STOREfRONT &. E.LF.5. DIMENOONS RESPECTIV8.Y. 5. AU EXPOSED UTILITIES ON EXTERIOR OF BUltOING ARE TO BE PAINTED EP-1. 6 GENERAL NOTES I SCAlE: NOI'E 7 NOT USED .=<E' ""'" '. "'~" . '\"'" -~' IJI ,: ~~!" -:- " ;;,"",::,i -'" "'<w:~w lEI ~ i ~ i:~ 123 =&,g" ~ ="'n"'"-=<'Cr~~ ""',~ -- ~ESF - $~~~~-~~~-~~~~-'~~~~Dl .=1- ITf=i~'~-u:~ ~i"~'f'~~-~ ='F~ ~ _TI tJ _~ECS ~- II El~I~..~~:-~ -\:~ '-' -- F es~~ ,.,T/ _ c:r:. .....:.. .t:.::C.r: .t'._ 1 HI - h._ - MSEEECSHH'EVET'ENHlS,.-, r.;:r. ~=2 .. - 1";,'- . I; PAINT PllOVlOE16GA.STAlNt.ESS II II I ..., EP-1Lt:!'" ;r. .'. SI(JRTSEALEDTOWALL I II II ~BR~l_ ~:i'~f~r "-r" .:~1~~' FOIq;REASEPO!'-'-l c5' -~~--IIT~~ 11 t==L gr::i~~ $If ~~~-O' I2'~!,~~1 JJ~L2-_jl_ L "',T, ',',,,", ~ '"'~~r ' ~'''''n --o~~Q- 1_ 1",7A~: ECS~~2\~~~i.i:" 'L~~~' ~~ll?ic~L ~ =2 ~2:.=~~ ! ,.- _,-:~, -- I ~ =~~"L"-~":":'~_-~"~~ - - ------L-=~., ;='!', , _~ ;r;-~ ECS _ L':S= ~_ ,~ _ ""-, c'r- I~," c",~~ ,~ I --~,~,--~=~~-,~=~ 1'= ~b _ -C:;;::'-~~'-"7--~ ~_L ~. --" . :t)------b i EE r !L '---=S--r-~ L~T I r-, ~ ' ~)-L.L_ ___,I ------'=-' ~,Lki=~ T i= j J J J NORTH ELEVATION I;'::;) \. L) I, K) ,--_, --~.\ A- i'C\ r~-]) (.ES-2ii~-'1 _ i.LJ _ __~ __ [ , , _ ~~,~~~~: T_---o~----::=:~'--T- r! r..( " "D'::~A~:~:~ i ~"" ..t)/P^~~f'fT_ _ _ _" _ _ __ _'_ 4.0' ~/--<EC-5"SEfElEC.DR""W'NGSl \..... r,~-2) _,:\.- I ~_ \:EC-.21 L ~j '1'"20'-O"A.F,F. ,E$-2 , ,__>_ _~_ ~ij:"_%~FGN- --- - - - - ~,~!_~\\ ~ is-=4-- 1~ - - -- ~- - - ~ID ~8~ 81{lTr(! ---E5:2~-"~ ROOFUNE '__I~_\\ \ ",-,- \~r-,\ ~,I<-__,__/"_/~ _ i:illim.rem~'i\"'. ml['Jlrn~ [;.lID~mr&;;$i;:t!ffiW~ - = . .::;::;=j ~Es:,>:--' \ ,EC-3~ ~.. ' --. ~~:?:I~_~ \ ~2 ); t-~ \ ~1aIJII"'~'I ~2) ~', '-.' - :L~ry.~ "'. 1'::~~;r.r;'7.c?=c::r.~c:;:r: -'I';~?.;i",==",.,,,,,'--ci'\'~... ~... . . _u . ~cr: ''';'';;" ':"~s:f:~2:;:LB~-l .. ",.-.'TlPAR~P.ET. '7J"iSJ"A.FF __ (~~1 -----\ \ - I ~~~r- LII ~;:;"~iCS:5:;:'H' -C' l ",:A~61) 1---.;, r0j "'C l' ns::iE r!:l:r. 1:'/ L~J ~lrV T-~~~ 9~~~ ~_ ~ .:==f Ed 1 j ~ ~ i . ~.. ~~ ~j;:i'3f~~=Y~~~~~1 ~~[_.'Il r-l~~l:;. .;~~ ~ ~~...:, :_==='= , --. LC-C--'-''''!: J;;-i~- =" _1_ ' . _ FIN Fl!. SERVICE YARD WALL BEVOND J ' J t I__~ L ~-F:}-" i'rP.( ES-Z i-/ '\fc.' LEir6;'6"~ REF:AI.2 -- ~-' ~,' ----~-, ,~ 1\ . , p,i ,( L1. I '\ :2: I \~:I~- ,- IIIII//-~' tesF hJ,\ . " J-zj.-. tAfr ~_:2! L,: Es-2' ITYP IL-~,.R:S'-) ~:, EsF~ - iN~i::E~~~~~~~~~~~:~~ (141\3) ~~~~~S~: 'f' r SEE ELEC, DRAWINGS \, (11 i ( 8 ) r ~/PARAPET '.Ji(;tA~ , IS',3"A,F_f .-,1 EC-5) j -.~ 'Klr---- \~I ~ ~l - ES-4,---- = =OOFUNE~~~~~~ IF E~2 :.--~----- - Ln=,~-S-~TL HIGH BLACK P~~~~OFCHAIN T ~r~ 'ADDRESS COORDINATE ~~:NKSECURfTY mEP 1 , ~_=~~~E~~~OCALAREJ::r FE:~E~EYOND '[ "_ '5,,,~: 5""'00- -c.... /----'Ec::-~) -----< ES-4 ;----- /-<: ~~-~ ) -{ES-2 ) 1 (~R:'}l ,~","', .~,,,~lil~4M~:~:~,".. c:~r?=C71 - '':~~~~~{rY N '"'s=s:5ROOF UNE _.. EC-~.;:o~ BEYOND ~;,~.~~- -~ - - - -- - I ES-3 c----.o:::~ ~~N. R~ 2~~ F1=_ , ',=.::: =. --'-.- L-!-- ~,--=-~;-~1= .. ..!' \,' ECS ; L----I EP--1 ) L:EP-2i i~,~~~~~~r:;~ ,:~~~~ :~~D PLAN ANJ \-------;irl:_Ti \'--{.:rl:~l '---<:ECS " ( A BJ r -h-J REDROBIN_ MARQUEE BEYOND \ CT--' ----- /. ~~<m7 I~-?; T I 1---- ----- - ~ "~4-; . ~o! I D! r (C :1 REDLEDS1RtP~ L1GHTING.tyP. I SEE E.L.EC. DIM WINGS /-1J IEC-2'~- .,TCI-!IGH.'."--.RAPET_ _ _ _ ""'-20'-6"AFF JJ ---I "ES 2 !. \:~~~11 1 II I t SIGNAGE ,gc., ~: ES-4 '- LJI--'. ,l/PAR~.8. _ ",,"IS'-3"A,FI' , ES-2 r--__,__ ,-iEC_4 ) \- M..l(WINl?9.,W _ _ _ -- _ _ 'YlO',J"AFF. ~0! _r ==-BR-l"~ ~ . ~~ESF~ cr:-J~~I~ r [~CJ= f []CL:5: I ~~~ , ics~ p---l::;; 1... _ 1 y---T- II II I,ES3 .< .'T/SIL.~_..._ _ _ _ _ _ ......4'O"AFF ".' Ff"'--. ~o'cr II II II II II _ (ES-2~" _ _ ~~/;~~ - - - - ~ -=- ~;~~~ ;1 REDROB[NMARQUEEBEYONO_.__~--1.,... /,.----jE~-?i ~~.Z:~I:j ~", l,~-:-"I" '\.if+;~A;~ - - -_---:- - 'ES";~I . ~L ~ n ,__ ~ E.<\::"--[-j, ~--"~~f:ii'"";"'A~' ,~;..",~ -f~' L T/COPlNG _ _ __________~__"~_ ~ 1 .CS:'_:r;lADDRESS, COORDINA1EEXActi-ES-~.-E1 . ~'j2'6"A.F,F. l-----------~ "!'! l-l3 ~. '--~~__11:;SIZEANDLOCA1ION WfLOCAL~,r;:: I I;.ESF I ~RE MARSHALL :r::;:r::;::r;:::r:;::1 ",.,,_W'ND.DW. ------~ 1_ ), n_~ ES~I ....10.3.AFF - - L_ r=='\ T: ._ _I, f::1' 'E5:.2 -------- - ! I - I ECS ~I -.- - I I '[ =::EF 0:"--=' ~ ~ . ~~~~~ - =1 t '~_Lr. iJ ---SIGN ACCESS PANELS ( 6 .\ 7 4o;-SIGNAGENJ.c. {-9~ I ~ARSEN(Z:A~U~4;3~i(;~-~) _ r 7 ,,\ r I..' OOJ52.~:~3~7. r L) RED LED STRIP 4.0': \. ___. EC-5' 4.~ L1GH1ING-TYP, --\ I,: 5'-4- -' \ 5'-4" ;'?\~~~IDI~ '~j I,: ======>;==~~!;;:: lijaJ[lIJ,~m~!ii;l :.. I ----+is--2---L !-esn3.,L --- - - - -- -- -- -- _ - _ _ u --- _ --- _ _ _ _11---- I ~ 1 -+~~~;.:(Y'-- - b=J~- J[ 1\' .F3.. yiP 1R ~ II [--\D[CJ[ J I~~!~ ~~Il-----' . '\ J 'ESF ,\ _/typ __I_J -~=:JI 'Esllh-- - \~/ \' I ~ I \'{EcS I fNOTE:REfER TO WINDOW SCHIDU..~~l. I'"v, TI:MPEREDGLASSlOC!'r _ U_X~_J [ T r"""" -~ - - - - --;~:;~*~. + ",EG5i r' ES-~ i \- \ - -~~"~~ ~ [~_1-EXTERIOR FINISH~_ II,~~: ) I ~I~~~ CITY BRICK. DUNES GREY VELOUR; BRIXMENT MORTAR #8-133 'I E.LF.S. (ES-1 \ ~T:~~~ ;~~~R~~~~~6~g~~~R~lTCH: SHERWIN WilLIAMS I. ~, ) ~~;;~F;;;:;:~KCOLOR TO MATCH SHERWIN WILLIAMS #SW 2914, VERMILLlAN I E.I.F.S. I ES-3) I' LYMESTONEANlSH -COLOR PA\HTED:CHROMATONE #10101 SILVER -- SOURCE: 800--445-6810 - E.LF.S. -- INTEGRAL SAND PEBBLE FINE I ~~ COLOR TO MATCH: SHERWIN WilLIAMS #SWOOOR CAJUN RED .~CS-]l CULTURED STONE CARMEL COUNTRY lEDGESTONE #CSV-2QOO7 w/SILL #SWT-1375 (TAUPE) www.culturedstone.com EXTERIOR PAINT FINISH: SHERWIN WILLIAMS #SW 6122, CAMELBACK SOURCE: 800-321-8194 EXTERIOR PAINT FINISH: SHERWIN WILLIAMS #SW 2914, VERMILLlAN SOURCE: 800-321-8194 I ('"' ~~ --- V) Cl:l: W o Cl:l: => co f- - wO ~~ Cl:l:'" =>w o\i 0ffi z;:: di:5z ou--: Ck; 06 uj 0"'::; ~'" W"'-<: a::::!u ci ~ : ~ ~~: ~ ~:; oc( ~:: c ~g'" oc( ..~:; ~~j~~ ~~H~ O.c_G.... r:1 11111111111 Revisions PERMlllSSUE 3/9/07 [ 1/\ 17 1.- ~ V) Z" oS? - 0- f-...... <(C') >, Ww u:::=> Cl:l:~ 0;::: ~~ ~Cl:l: XUJ w (L l_altlFYlHoIllllE!E~""'''''___ __"'_NIl_101lI'lI!II Of..._HW.COIlI't'''''"Nl.UB. 1lIDLU.1'IONl_~0I'~ "'''llI<G to".L.Clu'" ANDOlllOO<C'- Drawn By SC~~4"=\'_O" I Dal~119/07 'Ob07 -4652 "..'NOA3.0 I Checked By "EC:'. \, \ 'Es--:,,< Fm:--------.EC~s~~~-~ '- / ____ _ _ _ _ __ _ _ l/~W~~:~PET~~ ---L--J:--- __ 16-3 AU., __ ;----------=:;J -i.ES-2' --=-- " - - L-3,1-::--::-- ::- nr2'~Tl<i i T-"'. JJ;-.~d J:j*~~1'l1 J[ / \[ ,,:'j::,~fjl_ ~i==c= ~.~ .lQ~ LL] ~ ~:} / CJ ~-~ ,:j;" ~" f I ,I - - - - - - - - ~;~-W~ ~ - EL~;\~&-~ \~'~~I SOUTH ELEVATION ..-<' EC-l) I SCALE SCALE: 1/4" = 1'-0" -. to - .'3-, --:U (S! /'5.- ~~~-~T r~1 l l'ED~ :=;; J I ! i4~~"R:.~~.*,r -~ ~0~-5.~:~~~ RED ROBIN MARQUEE BEYOND SIGNAGE (i'ili':' ~/5~~;~~ -~ 1 ==L~t::~r:"(~:-r:r::~r:r: ES-2 ! r ,EC-]I ~ ~~ ~9~_~~ + ::I J ~..J lio~~~~~ ( ES~2 j----- EAST ELEVATION 2 SCALE: SCALE: 1/4"= 1'0" /-{~5;' {M) r -<'ES-4 \- ~-- - -- - ---------iJ~f~-~ ,~E~4.. _~,~ ~,__,__~'.',;;~:~-... ----==::t:= ROOfUNE .J BEYOND ----{ ES-2 I ~i~~ ~'" ~! . SERVICE YARD WAll BEYONDREf:A12 - - -la~~~~ ..~ --iEC-3: -''"''. Lrf'l?R'IRnVlnr"l1()OJ AN_R.R_~ --iEC--2) ~", Fr! 3 SCALE; SCALE: 1/4"= )'0. 13{14,i 1- - - - .- - - ~~:~.~ I .~~iEC=I\ L //-:~~,I ~ _---RO:L1NEBEVOND - ~~ 11- - - - -- T,'-s:.A3"R~.PF"'-.f.." I' ' .' '- - - n ..,. ~I~ JFi.~I{," E53' fi:c"~g,~..~'"g. BR-I~~~IC; ,. '.' .t:<71'.2:, ...:?,:( ESf 1\ -.~t~~ ~"'Ir\, .g:~'?,,; , Il[]] . ~~....~I_;~'''"lJJl~ / -~~ic~. / ~T [ ~.-,-'c"' ~~I = ~ I .~ -T ~ ~~;-;l:~b..-~, ---4. ES-4:------ EL~~..;~;~ 4 WEST ELEVATION I SCALE SCALE: 1/4"= \'-0"' I EP-l ) EP-21 ALUMINUM STOREFRONT SYSTEM: ESF:' 2" X 4 I/Z' CLEAR ANODIZED __ PARAPET WALL COPING: EC-l) SMOOTH RADIUS ROOF EDGING: -- CLEAR ANODIZED ALUMINUM FINISH _ PARAPET WALL COPING: I iEC-2) ARCHED & STANDARD COPING; CLEAR ANODIZED ALUMINUM FINISH r--- PARAPET WAll COPING: II EC-3! PREFINISHED TO MATCH SHERWIN WILLIAMS #SW 6122. L==-- CAMELBACK I - I PARAPET WALL COPING: I EC-4l PREFINlSHED TO MATCH SHERWIN WilLIAMS #SW 2914. VERMtLLlAN I -- PARAPET WALL COPING: 'EC-51 PREFlNISHED TO MATCH SHERWIN WILLIAMS #SW OOOR -- CAJUN RED 1 0EXTERIOR FINISH SCHEDULE I SCALE: NONE I I GC RESPONSIBLE FOR FABRICATION OF 12l4'-G'x4'.0"TEST PANELS FOR APPLICATION OF E.LF_S_ FINISHES & E.I.F.S. PROALES. THESE PANELS SHALL BE MADE AV AlLABlE FOR REVIEW & APPROVAL BY RED ROBIN GOURMET BURGERS PROJECT MANAGER PRIOR TO APPUCATION TO BUILDING FACADE. FAilURE TO SECURE SUCH APPROVAL Ml>-.Y NECESSITATE CORRECTlVE ACTION BY G_c- AT HIS OWN EXPENSE. 2. FOOTING OES1GN IS SHOWN ON THE STRUCTURAL DWGS. THE CONTRACTOR SHOULD COORDINATE THE STRUCTURAL. AND CIVIL DRAWINGS AND THE SOilS REPORT AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES 3. All SIGNAGE AND AWNINGS SHOWN ARE PROPOSED SIZES AND LOCATIONS EXACT SIZE. TYPE, LOCATION AND NUMBER OF SIGNS AND AWNINGS Sr+0ULD BE ACCEPTABLE TO THE OWNER AND SHOULD MEET All APPLICABLE CODES AND REGULATIONS lOCATION & SIZE OF SIGNAGE TO BE FIELD COORDINATED WITH SIGN CONTRACTOR FOR EXTENT OF E.LF.S. TRIM DETAILS. 4 E.I.F.S. ACCENT BANDS & HORIZONTAL MULLIONS MUST UNE UP REFER TO l/A2.1 & T IA3.0 FOR STOREFRONT & E.I.F.S. DIMENSIONS RESPECTIVELY. 5, ALL EXPOSED unUTlES ON EXTERIOR OF BUILDING ARE TO BE PAINTED EP-l 6 GENERAL NOTES I SCALE: NONE <,,);)/tc0._i~.:' ; .'., . '.~". T ~ ~ "<(~" /El. '. ~~ \~, .:1 ' ~<(j. \-:;~ ,) ~ =,-',0(,. J:-.. .' \ \~.<>' C'S i"" .-\ '<' ~~'\,) /.,,; \, V I~; ,.../,.,/-.~' " ~ "'.',-.. fe_of / I -~.' -'"(: 7 I NOT USED ~I REAR ELEVATION EC-3-- EP-l EP-2-_ ECS-l CLAY TERRACE, IN APRIL 5. 2007 EC-5------ EC-Z EC-3....----: " ES-Z- ES-3- :, ESF- FRONT ELEV A nON ~ES-4 ~EC-4 ----EC-l -----BR-l -ECS-l ,~~ v "- '-f' ~ <'- I Vfy ~<qJ \ - I 8.Y<Q. ~ \, .:J ~ C'l-' 1 ~."~ / ~~ ~~,->S t ~ ~A' ~;/J ;-_', I'" ,.W''''.x' \ ~ ....\ ES-4 EC-Z EC-l ES-Z- ES-3-- ESF ECS-l ~EC-5 -------EC-4 ------ BR-l --ESF __ECS-l CLAY TERRACE, IN APRIL 5, Z007 2 ARCHITECTURAL SITE PLAN IANNf~ lOGO TO aEPltOVI;)fQBY 0..... AUlElTERSRED W/8l.ACk OUTlINE 3 PROJECT SIGN 146 STREET : \ I \ j j L ~ ----.-.------- u._. ___ __~___~_, --~--- i I I' I I I \ \ I I \ I , " _ _ ....L- _ _I I o ~ <( > -' ::> o co UJ U <( ~ ~ UJ I- >- <( -' U , : ! , i , , , , , , i I --+--cJ -lj, I I I I 1 I , , , , SOON I. ACCESS TO THE IlUlLOlNG SHAU.aEPWVlDEOATPlllMARY ENTllANCE[Sj. 2. WAltS AK:J SlOEWALl:S StIAU HAVE A CONT. COMMON SlJRfACE !'tOT INTf~PTEO BY STEPS Olil: BT ABIM'T CHANGES ~ lfVEL EXCEEDING lIT. AND SHAll IU A MINIMUM OF ..a" IN 'M01l-I 3. SIJRFACES WITH A StOPE Of t.fSS 1IiAN 6 PERCENT GRADIENT SHAlL &eAT LEAST AS SLIP RESISTANT AS TMATOESCRlllEO AS A MfOIUM ""reo..... A. SURFACES WITli A SLOPE Of 6~ GRADENl all Ga:EATEll SHAll ae SUPiESlSTANT. 5. SURfACE CROSS SLOPES Sl-Wl NOT EXCEEO 1/.f'PER FOOT, 6. WAU.S. S10EWAJJ:S AND PfOESlRlAN WAYS SHAU liE FRfE OF GRATING WHENEVER PO~IIlLE, FOil GAA.TINGS lOCATED lNlHE SURFACE OF #NY OF THESE ARfAS. GRIDClf"fNINGS IN THE GRA.TINGS SHAlL If UMlTeD TO 1/7' IN lliEOlIlECflON OFT1tAffK: flOW. ,. WHEN THE StOPf IN THE OIR€C1lON Of TRAVEl OF A#1 WALK fXCEfOS 1 VEImCAl TO 20 HOIl:Il" IT SrtAU COMf't y WIIH THE l'Il:ovlSlONSOFAPEOES1RIA/'JItAMP. 8. WHEN CHANGES IN LEVEl DO OCCUlt THEY SHALL BE BEVElED NO GIlEATal THAN 1:2. EXCEPT THAI LEVEL CHANGES NOT EXceED I/~' MAY Ilf VERTICAt.. WHEN CHANGES IN LfVEl.S GRfATER THAN Ifl'. THEY SHAlL COMPLY WITH THt REQ'S. FOR ClIR8 RAMPS. o CONCRETE SfRVlCE AREA. AI'ISHcs..1 SEEM.l <3> ~~:-:.~TlON..cOORD. WI o HANDICAP IlAMP. SfE DETAIl. 121....1.1 0 LAJ'lmC.v1NG. Rt'FeR TO lAtOSCAPf DWGS. o STRIP ....CCESS ROlfTE <3> PRECAST CONC~ WHEEL STOPS 0~t~I==~~I~~ ~llMlTS~C~TROC~ o HANDICAP SIGN- SEE "AU <2> SElVlCE RAMP. FlNl$H CS'L SEE SHEfT -'2.1. o PNNfHNOCAPSlGNPfIl: 11""1.1 <9>~~~~~11....1.1 o ~':~~~AnON Of PAD MTD- <S> P~ERTYUNE o ,tJPHAlTPAVlNG. SfEOVlLDWGS. <3> ~~ci = ~~~O:':~":_2166 ~ CONC. WAlK PBl DfTAII. 101....1.1 \t.\ll<-lY!'EIWtEkACUlOCOMPLYPfIl: 'V ICOOll:D.W/ClVU.) 18 ZONNlNGORDlN.-VolCECH....PTER21.06 ENGfNEEI 9. THERE S~l8EAlfVaAf'IDClEAl! flOOR 0lI lANOIr<; ON EACH SlOf Of A 000ll. THE lEVEL AREA StWJ. HAVE A LENGTH IN THE DltECTION Of oooR SWI<<> ~ AT LEAST 6l1'. AND THE LENGm Of'1"OSlTE THE DIRECTION OF DOOR SWING Of.ar AS MEASURED AT RIGl-lT ANGlfS 10 THE PlANE Of THE DOOR IN THE CtOSfD POSITION. 10. AlL WAlKS WITH CONTINUOUS GRADIENTS SHALl. HAVE LEVEL AREAS AT lEAST 5 fEET IN LENGTH AT INTERVAlS Of AT lUST EVUY .00 FEET. 11. ABRUPT CHANGES IN LEVa. EXCEf'1BEfWEfN A WALl: OR Sl)fWAU: AND AN AOJACfNT STRW OR ORlVEWA Y. fXCfEOlNG 4' IN A VERTICAL DIMENSION SHAll 8f 10EN11flED tY CURBS PROJECTING AT lEAST 6" IN HEIGHT ABOVE mE WAU: OR SI:lfWAl): SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFf. WHEN A GUAll:ORAIl OR HANOltAlLlS PROVIOED. NO CURl IS RfOUlRW WHfNAGUlDf RAl.lS PROVIDED CEIOTEREO 3" (PLUS OIl MINOS l'l. ABOVE THE SURfACE OF THE WALK OR SIDEWAU::. THE WAU: lSS~OR LESS ~OR NO ADJACENT HAZARD EXIlS 4 SITE ACCESSIBILITY NOTES 5 SITE PLAN NOTES z :s "- l!! v; ;;. '" => ~ :c u '" <( (@) NOIlTH 1.125PARKNGSPACESPRfffll:REO. 2. rwo.WAYORCULATlONREQUlRED.2ot".(J'WI)1HMINlMUM(SOB.IECT TO LOCAL CODES &lO"-'NGJ 3. "{Y'. 18'.fr STANDARD PAll:KING STAllSlZE ISU!UECT TO LOCAl CODES .. ZONING) 4. PROVIDE SECONDARY EXIT AS REQ'O BY CODE S. SER....Cf YARD TO 8f OAl!I(GRfYSlAlNEDCONC. lo. PAJlKlNGtOTSmJPlNGSIofOUtD8E~W1DEFLATWI-II"re 1. HAI'lDlCAP SPACES SHOUlD BE lOCAfEO 10 PRO....DE HAI'IDlCAP PATRONS DIRECT ACCESS 10 PRIMARY ENTRY WlTHQUl CROSSING OOVf: AISLE 8. PROVIDE ClEAll: ACCESS FOR EMfRGENCY VEHlCW. OEUI(ERY lRUC'(S AND WASTE HAUUr<; VEloIClES. 6 SITE PLAN DESIGN CRITERIA PSP-7 EXTERIOR FINISHES KEY: eS-2: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH: SHERWIN WILLIAMS COLOR#SW2914 VERMILLIAN eS...3: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH PAINTED CHROMATONE #10101 SILVER ES-4: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH: ICIDULlJX #0008 CAJUN RED BR-l: BRICK: SIOUX CITY BRICK; DUNES GREY VELOUR; BRIXMENT MORTAR #B-133 eeS-1 : EXTERIOR CULTURED STONE: CARMEL COUNTRY LEbGESTONE #CSV-20007 w/SILL #SWT;..1375 (TAUPE) EP-l: EXTERIOR PAINT: SHERWIN WILLIAMs#SW6122 CAMELBACK EP-2: EXTERIOR PAINT: SHERWIN WILLIAMS #SW2914 VERMILUAN eSf:ALUMINUM STOREFRONT SYSTEM: 211 X 4 1/2" CLEAR ANODIZEb Ee...1: PARAPET WALL COPING -SMOOTH RAbIUS ROOF ED~E: PREFINISHED TO MATCH CHROMA TONE #10101 SILVER eC..2: PARAPET WALL COPING - ARCHEb & STANDARD: PREFINISHED TO MA TCH CHROMATONE #10101 SILVER Ee-3: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILUAMS #SW6122 CAMELBACK eC-4: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILUAMS #SW2914 VERMILLIAN eC-5: PARAPET WALL COPING: PREFINISHEb TO MA TCH ICI bULUX #0008 CAJUN RED CLAY TERRACE, IN APRIL 5. 2007 .. . ," Page 1 of2 Conn, Angelina V From: Holmes, Christine B Sent: Monday, April 23, 2007 11 :13 AM To: Hollibaugh, Mike P; Conn, Angelina V Subject: FW: ADLS Amend: 07030006; Proposed Red Robin Restaurant @ Clay Terrace Attachments: Clay Terrace Front.Right Elevations (4).pdf; Clay Terrace Rear.Left Elevations (4).pdf; Clay Terrace Exterior Finishes (4).pdf; clayterrace_psp-7 -(Alt).pdf These are the revised Red Robin elevations and site plans that came out of our meeting a few weeks ago. They've added the outdoor seating, as we asked. Christine Barton-Holmes Planning Administrator Department of Community Services City of Carmel One Civic Square Carmel, Indiana 46032 317.571.2425 317.571.2426 fax From: John Finnemore [mailto:jfinnemore@redrobin.com] Sent: Wednesday, April 18, 2007 3:40 PM To: Griffin, Matt L; Holmes, Christine B Subject: FW: ADLS Amend: 07030006; Proposed Red Robin Restaurant @ Clay Terrace Matt/Christine, Have you had a chance to review the revised elevations and site plan that I sent to you last week? Thanks,John From: John Finnemore Sent: Tuesday, April 10, 2007 3: 12 PM To: mgriffin@ci.carmel.in.us; Holmes, Christine B Subject: ADLS Amend: 07030006; Proposed Red Robin Restaurant @ Clay Terrace Matt/Christine, Attached please find revised elevations, exterior material selections and site plan for the subject location. The following revisions have been made: -The previously proposed EIFS Stucco at the bottom of the "bump outs" was replaced with the cultured stone that is shown on the wainscot areas elsewhere on the building. -The building signs were previously exposed neon tubing, which is not permitted by our landlord, therefore this has been changed to include white plexiglass covers (this is what we are proposing at the Michigan Road location). -The rounded marquee entrance feature has been raised and squared at the top to match the "towers" on the DSW and Wild Oats stores located behind our site. -The previously proposed tan brick has been changed to the tan brick (Sioux City Brick; Dunes Grey Velour) used on numerous buildings within Clay Terrace. At the TAC meeting, Christine had mentioned changing the tan brick we had previously proposed to red brick used on other buildings in Clay Terrace. After driving through Clay terrace, I noticed that 4/23/2007 Page 2 of2 a number of the buildings have tan brick and we have changed our plans to the same brick that has been used in Clay Terrace and therefore, we are not introducing another color to the Development. -The building elevations now match the site plan as it relates to the dumpster enclosure/service yard layout. -The final change, which I believe is the one you will find most important, is that we have added a patio on the Clay Terrace Boulevard elevation of the building. I look forward to your comments and hopefully, approval. Thanks,John John Finnemore Sr. Property Development Manager Red Robin Gourmet Burgers 6312 S. Fiddler's Green Circle Suite 200 North Greenwood Village, CO 80111 303/846-6053 office 303/846-6110 fax 303/249-4634 cell 4/23/2007 EP-l ES-2 EP-2 ES-3 - ~ ~.". _-.1 ESF/EC-l/EC-2 ES-4 EC-3 BR-l EC-4 EC-5 CLAY TERRACE, IN JUNE 28, 2007 ~ ~~.,.:.. . - I' ~. .--.~.,.\ EC-5 EC-2-=- EC-3--===='i ES-2 BR-l~ ECS-l---=:: FRONT ELEVATION ~ RECEIVED MAR t 3 2Cn- DOCS EC-l EC-2 EC-4 ES T -1'-====:= ESF ECS-l CLAY TERRACE, TN MARCH 5. 2007 ES-3 EC-l EC-4 ES-l ES-2 EP-2--- EP-l- EC-l EC-5 EC-3 ___EST-l BR-l ESF ECS-l SERVICE ELEVATION CLA Y TERRACE I TN MARCH 5, 2007 . EXTERIOR FINISHES KEY: ES-l: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH: SHERWIN WILLIAMS COLOR #SW2914 VERMILLIAN ES-2: PORTlAND CEMENT STUCCO SMOOTH TROWEL FINISH PAINTED CHROMATONE #10101 SILVER ES-3: PORTlAND CEMENT STUCCO SMOOTH TROWEL FINISH: ICI DULUX #205 CORDOVAN BR-l: BRICK: THE BELDEN BRICK COMPANY - COLOR: MODULAR WHEATFIELD VELOUR A ECS-l: EXTERIOR CULTURED STONE: CARMEL COUNTRY LEDGESTONE #CSV-20007 w/SILL #SWT-1375 (TAUPE) EST-I: EXTERIOR WOOD STAIN: OLYMPIC OIL WATERBORNE SEMI-TRANSPARENT STAIN #704 REDWOOD EP-l: EXTERIOR PAINT: SHERWIN WILLIAMS #SW6122 CAMELBACK EP-2: EXTERIOR PAINT: SHERWIN WILLIAMS #SW2914 VERMILUAN ESF: ALUMINUM STOREFRONT SYSTEM: 2" X 4 1/2" CLEAR ANODIZED EC-l: PARAPET WALL COPING - SMOOTH RADIUS ROOF EDGE: PREFINISHED TO MATCH CHROMA TONE #10101 SILVER EC-2: PARAPET WALL COPING - ARCHED & STANDARD: PREFINISHED TO MATCH CHROMATONE #10101 SILVER EC-3: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILUAMS #SW6122 CAMELBACK EC-4: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILUAMS #SW2914 VERMILLIAN EC-5: PARAPET WALL COPING: PREFINISHED TO MATCH ICI DULUX #205 CORDOVAN MARCH 5, 2007 CLA Y TERRACE, TN CHIPMAN ADAMS LTD. TRANSMITTAL ARCHITECTS ~ 1550 N. Northwest Hiahwav. Suite 400 ^ <JJ Park Ridge, IL 60068 J}~ {I (847) 298-6900 (847) 298-6966 (,..l>; 11419 _ vt~?J www.chipmanadams.com I .~ OO~.. l,S City of Carmel '"'__ Dept. of Community Services-Planning & Zoning 1 Civic Square Carmel, IN 46032 PHONE: '3/7 5 7/- 2H/7 ATTN.: Matthew Griffen DATE: March 12,2007 VIA: Fedex Priority FROM: RE: Pablo Bottari-Tower Red Robin Clay Terrace Carmel, IN PROJECT #: 07-4652 ENCLOSED PLEASE FIND THE FOllOWING: Attached are the following TAC 5 sets for DOCS, Engr.Dept.(Mr.Duncan, Mr.Redden, Ms. Foley), Bill Hohlt, Scott Brewer & Karyn Ryg; for the above project: -(5) location, zonning and adjacency drawing; PSP.7 (30x42) -(5) full sets of civil sheets; C1.0, C1.1, C1.2, C1.3, C1.4, C1.5 (30x42) -(5) landscape drawings sheets; l1.0, l1.1 (30x42) -(5) Photometric plans (30x42) -(5) Architectural Building Elevations sheet A3.0 (30x42) -(5) Architectural site plan sheet A 1.0 (30x42) -(5) Color elevations (11x17) -(5) signage package (11 x17) Thanks, Pablo x205 IF ENCLOSURE(S) ARE NOT AS NOTED, PLEASE NOTIFY CHIPMAN ADAMS LTD. AT ONCE. 1r8 ~ CElllfl)" Al4l~ ... c, 1 d <001 !Joes ~=JL~ Ii ] r---.. ~ ~ -~:-I DVS DWINELI:S VISUAL SYSTEMS ,f\ "'-':' REf 1112 East Nab HlII Blvd.. Yakima, We. 98901 National: 1-800-932-8832 Locol: (S09) 246-3772 Fax: (509) 457-8026 Webslte: www.dwlnells.com .. Joi:ii Name RR-FW- 45 Oel LINEAR o TO GO PARKING SIGN :=JO Q) U C\$ t:: (l) r A I ~ 111111 0 RR-(w- 45 OCl LINEAR "EI=tili:.ol_~eq. B.KTIlc.aL SIIYKI! AND WIltiNG, 1'vrd1a_ oIl,,11 fumloh "nd iMI<lll MctrioII........fHwlmgond~ ofadeq~...pacilyOOOf;ktfully ;"=~~$ ond.......""'crllcftc>rtIen....iNctricoI curnnt.....e1ec:1ric1Ol...no....."iNd.... u..d for oporoti.n r:>f clllplo, VOII$, ~:::::::=7_ ,.:I~~Ult.~ Approvals X I "Sa1&; Approval/Date 1991lS 917 I x 77 RR.CW. 45 OCl LINEAR DVS DWINELL'S VISUAL SYSTEMS L 1112 East Nab HIli Blvd.. Yak.lma, Wo. 98901 Notional: 1-800-932-8832 locol: (509) 248-3772 Fox: (S09} 457-8026 Webslte: www.dwlnells.com "'job Name 85'-0 " CLAY TERRACE CARMEL FRONT ELEVATION FRONT ELEVATION Salesperson SANDY DAEMEN "o':ilgner JLE "o:igT#io"are- RR CLAY TERRACE EX! 2 ieVi".lon #/Date 2/5/07 2/9/07 "'sti.eiilf 20F5 o RR-FW- 45 Gel LlNDR ElectrIcal Req. !UCRlCAl SEI'tlCI! AND WIliNG, ""<d>o_ .....11 fumilh oncl instaU -'<<triaoI.......wlmg and rwlIcfteo "'.........<:cpaciI'Jl'to...lufullJ :fY~~~~-= ooi,.....nto............tingwithdiaplay ..nd.nollP"'laU~'-MelrlmI ..........ond...."...,IMMc.""'I"........ \I.od for "p...lion of dlspl"y Volts_. "Amp~_ .Clrculh GC WILL NEED TO REMOVE HORIZ. DECOR RIB OFF BUILDING THE LENGTH OF SIGN PLUS 2" SO SIGN WILL BE FLUSH MOUNTED AGAINST WALL X I .saieiAPprovallOate x I 122/4" 3'-4" ~ J :r~. 13'-4" e RR-CW- Gel LINEAR 44.4'sq ft CURVE Wall bkg wI OPEN Channel Letters & Channel Panel PAINT SPECIFICATIONS GLOSS BLACK RETURNS OUTSIDE MATTHEWS 42-204 INSIDE GLOSS RED MATTHEWS 42-214 OPEN CHANNEL lETTERS IllUMINATED WITH OUTLINE OF COATED RUBY RED EXPOSED NEON 5" AlUMINUM CHANNEL LmER PANTED GLOSS BLAC 42-204 INSIDE GLOSS RED .090 AlUMINUM FABRICATED FACE WITH ROUTED COPY NOTE SIGN WILL MOUNT ON NEST ALL LETTERS WILL NOT BE READABLE AT THE SAME TIME RED ON RED NEST NOT A GOOD READER COATED RUBY RED EXPOSED NEON 15 MM COATED RUBY RED NEON 30 MA ILLUMINATION PK HOUSING SILICONE ALL PENATRATIONS REMOTE TRANSFORMER IN GAlY. BOX INSIDE WAlL SLEEVE G.O.T. THRU FLEXIBLE CONDUIT TO TRANSFORMER BOX CONNECTIONS BETWEEN LETTERS MADE INSIDE HIGH VOLTAGE BOXES, BEHIND WAll SLEEVE G.O.T. THRU FLEXIBLE CONDUIT TO HIGH VOLTAGE BOXES SCREW TO BACK OF LmER GROUND WIRE GROUND RING FLUSH MOUNT TO FASCIA WITH NON - CORROSIVE FASTENERS APPROX. 3" GLASS STANDS ELECTROBITS PYROLENE ELECTRODE INSULATORS HIF.FLEX MAX INTEGRAL SLEEVE G.O.T. THRU FLEXIBLE CONDUIT TO GALVANIZED TRANY BOX INSIDE PARAPET WAll, WITH PORTS ON BACK SIDE FOR ACCESS AlL JUMPS ARE MADE INSIDE OF CABINET AMERICA'S GOURMET BURGER & SPIRITS FABRICATED ALUMINUM, CHANNEL CABINET PAINTED BLACK MATTHEWS 42-204 BACKGROUND ROUTED COPY PUSH THRU WHITE PlEX WHITE NEON IllUMINATION ..NOTE: ELECTRICAL WHIPS NEED TO BE 6' ON BACK OF SIGNS GC WILL NEED TO REMOVE HORIZ. DECOR RIB OFF BUILDING THE LENGTH OF SIGN PLUS 2" SO SIGN WILL BE FLUSH MOUNTED AGAINST WALL 5" DEEP .050 AlUMINUM FABRICATED CHANNEL PAINTED INSIDE WHITE RETURNS & FACE PTD GLOSS BLACK 42-204 MAKE AlL PENETRATION HIGH ON BACK OF SIGN TO CLEAR ROOF 'j," THICK WHITE PLEX COPY PUSH THROUGH GROUND WIRE CROSS SECT10N NOT TO SCALE IT ONLY REPRESENTS TYPICAl LAYOUT OF SIGN AND T CANS 6500 WHITE NEON 'f," WEEP HOLES IN LOW POINT OF RETURNS SIGNS TO HAVE DEDICATED CIRCUITS TOPVIEW DVS DWINELI:S VISUAL SYSTEMS 1112 East Nab Hill Blvd" Yakima. Woo 98901 NotIonal; 1-800-932-8832 local: {S09) 248-3772 Fax: (509) 457-8026 Webslte: www.dwlnells.com j.J6b Name RED ROBIN -Job location- -- CLAY TERRACE CARMEL "'saielperson SANDY DAEMEN "'O:slgner JLE ""'De.lgn #/Date RR CLAY TERRACE EX! 2 "'Revl.ion #/Date -Sheet # 30F5 "DrowlngScale W' EI~tj.l~fReq. IU!CTI:lCAL 5UVICI AND WIRING: Pu,""",,_ .hall "'mlah and """'It ~...w:.,""""'andowWcNl "'...._capocily....too......, =r...;:'~'-'::=~ ........tooond~..;thdiaploJ ............pcI)'..n~fot.lodrlco1 .......-......t'"'-dricol.......-:.noq"i-t.... ....d I.., ap.."Il,," afdl.pl", Volt. "Amp., .Clrculf' '&Approvcl$ .S'C"i8S'APproval/oate , x INSTALL METHOD #1 POLE DIRECT BURIAL INTO GROUND SACRETE FOOTING APPROX 12"X12"X18" DEEP SIZE TO FOLLOW LOCAL CODES T 1'6" ~II ~ III. -I ~2'-" 3'0" Single face non-illuminated .125 aluminum panel, round corner5 attached tc pole5. Background printed burgundy (PMS188c). White vinyl coPy. COVER WITH GPS CLEAR VINYL OVERLAY 1 SINGLE FACE SIGNS o COUNTER 51NK5CREW5IN FACE SINGLE FACE NON-ILLUMINATED .125 ALUMiNUM PANEL WITH DIGITAL ~~~';p~;'-:~ ~E':~"" PM5188C GRAPHiC OVERLAY APPLIED TO FACE: SLIP OVER POLE AND FASTEN BOLT THRU POLE TO OTHER 51DE BORDER TO BE BURGUNDY (PMS 188C). VECTOR ART TO BE PROVIDED BY DVS. "RR" LOGO CIRCLE TO BE DIGITAL GRAPHIC DARK RED PMS 187 CENTER, BORDER L. RED PMS1795. :RR' DARK RED PMS 187 WHITE OUTLINE AND BLACK OUTLINE WiTH DROP SHADOW. ''TO-GO'' COPY TO BE 3M WHITE VINYL. "PARKiNG" TO BE 3M BRIGHT YELLOW (220-15). BACKGROUND PRINTED RED-TO-ORANGE GRADATION FROM UPPER LEFT RED PMS 187C TO LOWER, RIGHT PMS 1655C (DIAGONALLY). BACK INSIDE Of ALUMINUM SIGN SLIP OVER POLE AND MOUNT FABRICATE ALUMINUM ANGLE BRACKETS TO SUPPORT BLADE PANEL 1-314" MILL-FINISH GALV. ROUND STEEL PIPE SLIP SIGNS OVER POLE AND FASTEN MOUNT IN SACRETE BASE.COVER SIGN FACE WITH GPS CLEAR VINYL OVERLAY DVS DWINELL:S VISUAL SYSTEMS 1112 East Nob Hili Blvd" Yakima. Woo 98901 1" =1' ~trlcal Req. EL!CnICAl. UllVICE AND WIRING, .~rchaset "'011 fumW, and inttall el.ctricalanoioofHwiri..and"",*,*- of~CGpacilylO''"101v11y =rt:~~I::~=~ ...r......,tloondconnedingwilhdia.,!ay .......nall pay..U doa'llen for electriaIl curnnt..ndlllodriaJll<<Vice_i....or u..d fo( operotion ..fdioploy ~~VOIt$ '."Ampi: :"'el;cuit~ ,"Apj5'voVdi$ com~onfor""'tim<t& in ~~!r~~:~r.i~nd~ ::nJ:..J:~m~ ::j~roJi:~~. (~n ~: ~ond.7::ir~~~r::::i~ ~:;bi:',,~o~"1 j~~':i{:~~;n~'~': clleri"fAPPr'o;Qiiocif8"- X I s"Wi:$ Approval/Dafe x 2 ARCHITECTURAL SITE PLAN SCALf: 1"'2(1' BANNE~ lOGO TO BE PROVIDEO BY OWNER All lETTERS RED W / BlACK OUTlINE J:\DWGlRed RobinU I .e~f~"10.dwo.6I1812OO711:23:49AM.PDF.0c3 ENGINEER I: --- - -- --I' - - -- !i I' I Ii ~~ I , I Ii I if =::ts~~ ON.Y. CClNIRACIOR StWlSlllll4t ~=~~T EGIl1BBlSllllJCll.U._ PIIIOIllOCllNSIIIUCIIClN~ I 'I II ii il I 'i , 'I II il .! ~ ! il :! "j SOON ..... ",,,,,,, ClfT,SfAIf o (k:: <( > .....J => o CO W U <( (k:: (k:: W I-- >- <( .....J U n ., , ;i 'i I I H 'I II II ~\ \" / "~ 146 STREET '-,. I I' t 1--- 'I - r- I -I I .---j----....-- SITE ISSUES: 1.THERE ARE TWO HIGH PRESSURE GAS MAINS AT THE FRONT. 2. BACKING OUT FROM PARKING SPOT INTO AN ACCESS DRIVE IS NOT IDEAL. 3. SERVICE TRUCK PARTIALLY BLOCKS ACCESS DRIVE. 4. AT SOUTHEAST CORNER OF THE PAD THERE IS ELECTRIC EQUIPMENT JUST BEHID THE CURB. THE SERVICE DRIVE WOULD HAVE TO BE KEPT AWAY FRO THIS AREA 5. PATIO ENCROACHES WATERMAIN EASEMENT. ~ GREASE TRAP lOCATION-COORO. WI "'-/' CIVL PLUMB. DWGS. o LANDSCAPING - REFER TO LANDSCAPE OWGS. <8> PRECAST CONCRETE WHEel STOPS <G>l~rrSOFcoNSTRucnoN <S> SERVICE RAMP. FtNtsH C5-I.SEE SHEET 1\2.1. A TO-GO SIGN ~ SEE DETAIL 17/AI.I <S> PROPERTY LJ.lE A RETAINING WAllSY ANCHORWAU ~ CONTACT: BRIAN BELASCO 8..7~94-2186 (6J~TYPE BIKE RACKS TO COMPLY PER 18 ZONNING ORDINANCE CHAPTER 27.06 @) ~ 1. 125 PARKING SPACES PREfERRED. 2. TWO-WAY CIRCULATION REQUIRED. 2.....0- WIDTH MINIMUM (SUBJECT TO LOCAL CODES & ZONING) 3. 9'.0- X IS'-<lM STANDARD PARKING STALL SIZE (SU8JECTTO LOCAl CODES & ZONING) .... PROVIDE SECONDARY Exn AS REQ'D BY CODE 5. SEINCE YARD TO BE DARK GREY STAINED CONe. 6. PARKING LOT STRIPING SHOULD 6E 4"WDE flAT WHffE 7. HANDICAP SPACES SHOULD BE LOCATED TO PROVDJE HANDICAP PATRONS DIRECT ACCESS TO PRIMARY ENTRY WITHOUT CROSSING DRM A6Lf. 8. PROVIDE CLEAR ACCESS fOR EMERGENCY VEHICLES. DElIVERY TRUCKS AND WASTE HAUlING VEHCLfS. I-. SITE PLAN DESIGN CRITERIA V) 01: W C>. 01:0 ='0"; co"" .....w wU ~~ 01:'" =,l!! 0>- C>d Z<>6 iiili;z oli;!- OI:....J O~~ ...", w""< OI:::!U C ! i !:i 1ft:' en i;: ~ :~S !i I! . ~:ih ~; ~ Ii o;li! "- o ....... 0- ....... C') ZUj <=' ...J V) a.!Q ~C> Viz ...Jz <z 01:< ='...J t)a. w....... t:::..... :c- u~ OI:ffi <a. Rnkic>rll 6::/Pl.At-NNG1$SlJE t:" t:" t:" t:" t:" t:" 1~__I'I#IIIMJIlII__ __.........WW1O... ------- ==,=.....-::=.~ Drawn By Checked 8y Sc. Dot. \"-20"0'" 3/9107 "'"07-4652 -..... nrn 11"\ o C) o I-- o 0 I, I I :l! :1 :11 ElCIST. SDEWAlK 9. THERE SHALL BE A LEVEl AND CLEAR flOOR OR LANDING ON EACH SIDE Of A DOOR. THE LEVEl AREA SHALL HAVE A LENGTH IN THE DIRECTK>N Of DOOR SWING Of AT LEAST 611". AND THE LENGTH OPPOSITE THE DIRECnON Of DOOR SWING Of 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE Of THE DOOR IN THE CLOSED POstrON. 10. ALL WALKS WITH CONTINUOUS GRADENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT lEAST EVERY 400 FEET. 11. ABRUPT CHANGES IN LEVEL EXCEPT BEtWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. EXCEEDING 4M IN A VERTICAL DIMENSK>N SHALL BE IDENnFtED BY CURBS PROJECTING AT LEAST 6M IN HEIGHT ABOVE THE WALK OR SIDEWALK SURfACE TO WARN THE BLIND Of A POTENTIAL DROP Off. WHEN A GUARDRAIL OR HANDRAL IS PROVlDED. NO CURB IS REQUIRED WHEN A GllDE RAllS PROVIDED CENTERED 3" (PLUS OR MINUS 11. ABOVE THE SURfACE Of THE WALK OR SIDEWALK, THE WALK IS 5 ~ OR lESS GRADIENT OR NO ADJACENT HAZARD EXITS. o CONCRETE SERVICE AREA. fiNISH C5-1 SEE A2.1 o HANDICAP RAMP ..SEE DETAR. 12/Al.l o STRIP ACCESS ROUTE PROJECT SIGN LOCATION (TO PROVIDE O BESTV~IBUTY) SEE DETAD.3/AI.o.REfl'R TO SPECS SECTK>N 01530. 0- HANDICAPStGN..SEE6/AI.1 o PAINT HANDICAP SIGN PER 7/A1.I /0. EXlSITING LOCATION Of PAD MTD. "'-/ TRANSFORMER o ASPHALTPAVlNG.SEECI'Vl.DWGS. ~ CONC. WALK PER DETAD. 10lAI.I '{/ICOORD.W/CMll I. ACCESS TO THE BUILDING SHAll BE PROVIDED AT PRMARY ENTRANCEISI_ 2. WALKS AND SIDEWALKS SHALL HAVE A CONT. COMMON SURfACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES t4 lEVEl EXCEEDING lIT. AND SHALL BE A MINIMUM Of.48'" IN WIDTH. 3. SURfACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT lEAST AS SUP RESISTANT AS THAT DESCRl\ED AS A MEDlJM SALTED FINISH. .... SURfACES WITH A SLOPE Of 6" GRADIENT OR GREATER SHALL BE SLIP RESISTANT. S. SURfACE CROSS SLOPES SHALL NOT EXCEED 1/.(' PER FOOT. 6. WALKS. SIDEWALKS AND PEDESTRIAN WAYS SHAll BE fREE Of GRATING WHENEVER POSSIBLE. fOR GRATt\lGS LOCATED fI.l THE SURfACE Of ANY Of THESE AREAS. GRIO OPENINGS IN THE GRATlNGS SHALL BE LIMITED TO lIT IN THE DIRECTON OF TRAFFIC fLOW. 7. WHEN THE SLOPE IN THE DIRECTK>N Of TRAVEL Of ANY WALK EXCEEDS' VERTICAL TO 20 HORlZ.. IT SHAll COMPLY WITH THE PROVISK>NS Of A PEDESTR~N RAMP. 8. WHEN CHANGES IN LEVEL DO OCCUR. THEY SHALL BE BEVELED NO GREATER THAN I~. EXCEPT THAT LEVel CHANGES NOT EXCEED 1/4" MAY BE VERTICAL WHEN CHANGES IN LEVELS GREATER THAN lIT. THEY SHALL COMPLY WITH THE REQ'S. FOR CURB RAMPS. A SITE ACCESSIBILITY NOTES " SITE PLAN NOTES 2 ARCHITECTURAL SITE PLAN BANNER lOGO TO BE PROVIDED BY OWNER ALL LETTERS RED W/BLACt: OUTLlt~E 3 PROJECT SIGN SOON ENGINEER "'W ..w!l~f~~ CDl\lAIt 146 STREET ~ 4. GREASE TRAP LOCATION-COORD, WI 'VI' CIVIl. PLUMB. DWGS. o LANDSCAPING. REfER TO LANDSCAPE DWGS. <[J> PRECAST CONCRETE WHEEL STOPS <(9 LIMITS OF CONSTRUCTlOtl <G> SERVICE RAMP, FINISH 125-1. SEE SHEET A2.I. ~ To-GOSIGN V SeE DETAil 17/Al.l <G> PROPERTY LINE ~ RET Alf'l1NG WAll BY ANCHOR WALL V CONTACT: BRIAN BELASCO 847-89402186 (6)U-TVPE BIfJ: RACKS TO COMPLY PER 18 ZONNING ORDINANCE CHAPTER 27.06 SITE ISSUES: I.THERE ARE TWO HIGH PRESSURE GAS MAINS AT THE NORTH. 2. SERVICE TRUCK WOULD PARTIALLY BLOCK PARKING. 3. AT SOUTHEAST CORNER OF THE PAD THERE IS ELECTRIC EQUIPMENT JUST BEHID THE CURB. THE SERVICE DRIVE WOULD HAVE TO BE KEPT AWAY FROM THIS AREA 4. PATIO ENCROACHES WATERMAIN EASEMENT. (@) - I. 125 PARKING SPACES PREFERRED. 2. rWo.WAY CIRCULATION REQUIRED, 24'-G' WIDTH MINIMUM (SUBJECT TO LOCAL CODES &.. ZONING) 3. 9'J]' x [8'.0" STANDARD PARKING STALL SIZE (SUBJECT TO lOCAL CODES & ZONINGI 4. PROVIDE SECONDARY EXIT AS REQ'D BY CODE S. SERVICE YARD TO BE DAR!>.GREY STAINED COl'IC. 6. PAR~NG lOT STRIPING SHOULD BE ,!' WIDE FLAT WHITE 7. HANDICAP SPACES SHOULD BE lOCATED TO PROVIDE HANDICAP PATROl'I$ DIRECT ACCESS TO PRIMARY ENTRY WITHOUT CROSSING DRIVE AISLE 8. PROVIDE CLEAR ACCESS FOR EMERGENCY VEHICLES. DELIVERY TRUCKS AND WASTE HAULING '/EHICLES. 6 SITE PLAN DESIGN CRITERIA v> c>:: w 0. c>::0 ::>~ CIJ'" twu ~~ c>::ffi ::>~ 0;;: 0u ~~ al ~ Z 0"'- (k:t?uf Cl ~ ~ w-<>< a::::!u . ! I gh I II! i~nl ~;U! Ii Revision! ^ PERMlT/PLAt""NGISSUE U3l9f01 t:. t:. t:. t:. t:. t:. "- o ...... 00- ...... <") Zoo <w -,::> a...~ ~O v>z -' - <Z c>::Z ::>< 1--' Ua... W...... !::::1- i5~ c>::c>:: <~ ----,.-.--- ----....-- ~==::-- .."."."'''~,_,.,',,...'fI'A'' Ol'Qwn 8y Chwck.d &y Scot. Oat. 1'''20'-0" 3(9/07 '""07-4652 ;h"'PSP_l1 ~ " ~ ~ ~ rr--41 11...11 'I-II IL...JI I."". /1:::'/ ~_-lI o C) o f- o 0:: <( > ....J ::J o CO LU U <( 0:: 0:: LU I- >- <( ....J U I ~l II II !I I, II II I I : EXIST. SOEWALK il II !1 II II I, \ .' Lt: ~~_.---- " "'<<O._~~~' "__" _. ~jl -~- - - EXIST. ELECTRICAL~ _'.1 I'iH _ ~ ,,:1'," r ---=--~--=--~----~/ o o o o I. ACCESS TO THE BUILDING SHALL BE PROVIDED AT PRIMARY ENTRANCE(Sj. 2. WALKS AND SIDEWALKS SHALL HA'IE A COl'll. COMMON SURfACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2', AND SHALL BE A MINIMUM OF ..18" IN WIDTH. 3. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. .;1. SURFACES WITH A SLOPE OF 6'f"GRADIENT OR GREATER SHALL BE SLIP RESISTANT. 5. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT. 6. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE. FOR GRATINGS lOCATED IN THE SURFACE Of ANY OF THESE AREAS. GRID OPEniNGS IN THE GRATINGS SHAll BE LIMITED TO 112' IN THE DIRECTION OF TRAffiC flOW, 7. WHEN THE SLOPE INTHE DIRECTION OF TRAVEL OF ANY WALl- EXCEEDS 1 VERTICAL TO 20 HORIZ..IT SHALL COMPLY WITH THE PROVISIONS OF A PEDESTRIAN RAMP 8. WHEN CHANGES IN LEVel DO OCCUR, THEY SHALL BE 8EVELED NO GREATER THAN 1:2, EXCEPT THAT lEVEL CHANGES NOT EXCEED 1/4' MAYBE VERTICAl. WHEN CHANGES IN LEVELS GREATER THAN lIZ', THEY SHAll COMPl'( WITH THE REO'S. FOR CURB RAMPS. 0.). THERE SHALL BE A LEVEL AND CLEAR FLOOR'OR LANDING Otl EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LEtlGTH IN THE DIRECTlOt'1 OF DOOR SWING OF AT lEAST 60', AND THE lENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48' AS MEASIJREDAT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. 10. All WALKS WITH CONTINUOUS GRADIENTS SHAll HAVE LEVEl AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS Of AT lEAST EVERY 400 FEET. II. ABRUPT CHANGES IN LEVEl. EXCEPT BETWEEN A WAL\o.. OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDtNG 4" IN A VERTICAL DIMENSION SHALL BE IDENTIFIED BY CURBS PROJECTING AT lEAST 6" IN HEIGHT ABOVE THE WALt: OR SIDEWALt:SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. WHEN A GUARDRAil OR HAI>lDRAILIS PROVIDED, NO CURB IS REQUIRED WHEN A GUIDE RAllIS PROVIDED CeNTERED 3' (PLUS OR MINUS 1"1, ABOVE THE SURfACE Of THE WAlf.- OR SIDEWALl-.. THE WALK IS.'i %OR lESS GRADIENT OR NO ADJACENT HAZARD EXITS. -0 CONCRETE SERVICE AREA. FINISH CS-I SEE A2.l 0' HANDICAP RAMP-SEE DETAIL 12/AI.! <2> STRIP ACCESS ROUTE O PROJECT SIGN LOCATION (TO PROVIDE 4 BEST 'IISIBllITY) SEE DETAIL 31 A I .0. REFER TO SPECS SECTION 01530. <2> HANDICAP SIGN - SEE 6/A 1.1 <;> PAINT HANDICAP SIGN PER ""/AI.I ~ EXISITING LOCATION OF PAD MTD. V TRANSFORMER o ASPHALT PAVING - SEE CIVIL DWGS. /:;'.. CONC. WAU,PER DETAIll0/AI.1 V lCOORD. WI CIVIL) 4 SITE ACCESSIBILITY NOTES 5 SITE PLAN NOTES