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SGN2003-04002 (2) SGN2003-04002 2516 Gulf to Bay Blvd Chick-Fil-A ~ i ) I I .. .r i J \~~" I VACANT /UTILllY EAStMENT & -- " ~ y PARKING & PERVIOUS AREA CALCULATION (FOR GREEK ORTHODOX CHURCH PROPERTY) s'l coP~ ee -\3,,'8 ,. ~3' EXISTING PARKING g' 12' 5' 12' ... SPACES AT 9,5' WIDE I "J, ,.." ,W"..." ,,,{ '~ V- ~ .iZ ~ 9' V 9' I ~ ~~ V I I V I , ~ ~ - Lo~JJ77 ~/ ~ ~il ~ V ~i ~r't~ / ~ ~ ~~/ 0, ~ ~~ LL * I I ,. LIMITS OF CONSTRUCTION ~ ; ~ f" I l \t"~1 I 1 ,~fiJ I 1 IX' & EXISTING 2 1 HC SPACES I f I GREEK ORTHODOX CHURCH NUMBER OF PARKING SPACES REMOVED 4 SPACES (HANDICAP) 7 SPACES (REGULAR) 11 SPACES (TOTAL) 4 SPACES (HANDICAP) 7 SPACES (REGULAR) 11 SPACES (TOTAL) EXISTING 6" ~ LJijCONCRE1E WHEEL CONCRETE CURS,\" ~STOP (4-REQ'D) L~LD HANDICAP STRIPING & \W~ PAVEMENT SYMBOL i-_ ) NUMBER OF PARKING SPACES PROVIDED I i IV EDGE OF EXISTING 1 ASPHALT PAVEMENT ? l} ) HC SIGN ~ (4-REQ'D)~ PROPOSED PERVIOUS AREA (REMOVAL OF EXISTING PAVEMENT) = 728 SF PROPOSED IMPERVIOUS AREA (NEW PAVEMENT AREAS) = 354 SF I PROPOSID PERVIOUS tID > PROPOSID IMPERVIOUS MA Therefore ~ I ~ \ ) CONSTRUCT 2' CURB AND GUTTER TO MATCH EXISTING - ~ i . ~" ! I ~iI I I ;'. I I ,'liB I ! ,N'!III I , :1.\!a I , ~m'3 ! ! ~'''J I , :'."iI I I! '1 . ~ ' I ~: NEW HEAVY DUlY ASPHALT ~AVEMENT I 630' 3'R 14 f 24' ; ; (I<EFER TO CFA STANDARD PAVEMENT _' ~ ~,ECTION ON CFA STANDARD DETAILS - I i .:' I : . > ~Tg~ &~N~AS~~nl~EN~I~~P:J MfA..... ______._. __.___ _ I 1_,._ ' + : (SHADED) AND RE -S'fRIPE EXISTING STRIPING MEETI~G FOOT .. .--,' , i . ... ~,-- '\ . ........ ..... .. u . '.' - \~'..~: .~~ AND em OF C~W~1ER CODE REQUIREM~. :C'., ~ ,f. 9A., ~ ~~c~~~I~iuME:("\/..~ ,~}t..), " I : t. U5...R.'f3W.h... ~'. E.UT.n'.. 80...... ..... . ., ~ , (>, _ _ _... ........ " ,I.... ) ,....' ;. )', j . },.,...).... ,..' -54 /':;<,1 II "1i!J1iJ l<\~:1 I ''ilTt II ~'<1l't . ~J r \, I ...."'....,......,' ' ...,;.,: _ .',..'. _ c,'< ~/'::::::- .. ~ Iii"" ..,. "../ ! ' , . ' . .... . . .. ..' . . '" . . . _' . .., ~ -1" -.~ u .' . I - - ," ... .U . ---. ~ ~-- c= =_..,- -- -=- ....' - ~ ' '. - - ~m ':: ... ..:..... ...:.:...... ..--,:'.<> ..~....->.-.>::>, ...:.........., ..., > I .' . 'X:jf .... : S 89'36'5 '[ 430,48' PLAT :;~ ..,.. .. . . 121:.0" ('4 SPACE ).... .,. .., .... ..... ........ ..... 12' ............. ...~f}.~~ (6" .P.A.....'S').:..--:-.:<:-:--:.:' t ':.' .:~..' I ;~ ...... ..... ....... ... ...', ......:.(.~.....:.1......'. S.... ......... ..~...... ........ "'_ ............--rr.v .S .CE .......... 13/'11 . . . . - I . .. ...... .:" ......... .... .'. (RE-SffliPEEXISliNG ~ARKiNG:SPActS:'> .... '..: .......... '. ... . ~. .... '(RHTRIDEtaSTlNG PAAKlNG sPAcES> ~. :.,< .' '. .-:. . >:. :. ~~\~ J 10' .L r !, ~...... , '. ... ..... ....... AT 9~ WIDE j( 20' DEEP - 'TYPICAL) ',". '. .............. I '. '. At /\' 'uH)(l. 20' Off? - TYPiCAL)'.....' 1$1>.....::" .:" , . 3~", .. . , .. . ..... . . . . . ... . .. .' . . .. ..' 3 R (l'r'P1 ...... p". . .... 3 R . '.' '. , I " '."r ~. . . . i .... .'~.-f-.Ntw6~V(RnCAl~____ >-__ '7'- >____- ..~.'.'~:?--~ :---'--~;__ >'" . . . .'. >~__ .'~ ~ .'~ ..~~.'..~:..~.'. ...... :---.... · ....... .... . ... . :......... ...... .. 5'3J : I .~ 5si .'. . . ... .<~~I~rE CURB .': C6> '.> ;~WC6N:riG0~6 '..-: :::... ..: '-:.: ::: :::..: ::: ::. ::: ::: ....:..1.2~5..5.~: ~:'Q";~~IN"'~ "B'-ERn'" '"f''' <:.> .': <. .'. ..: '. ... \~;~ .'. .."'. ..:.... . ..: '.' , <<. >>>>\(--lI~'Tors;~c0T I v I . i '. ....... .:.. ".::: '. ...... . rHRU. ~IGN. ... . '. '. '.:: :::-- -::.. -: .': ::. A: .> .'. ,", NOfu DElMRIES ~ D()NEOuRiN~'(g ~iii . ....: '. ..' . .' .'<... ....< '.:' >.... .... ..... "1..1 n .' ~ l'. I . . .. ., 46 5" .,. ., 30' . . . . . . . . . . . to") ~ ~ . t ..... . . . .... .... .' . . .~ MEET & ALIGN I.FYI CURB' iJ ~ , ~ .. . . . . .' .' .. -- ' . . ..' >.. . > >,' . .' . " ,. '.. .' '.' . . ..' . 7'*-51: . . OFf-HOURS ONLY. . .' .,,: >g w . . 30 .. . . < .'. . < ~ '. < >. .'. 27'.. .. .'. .' . . . . .. .. .. . . '. . .' ..' . . .1 AND GUTTER WItH EDGE ~ ., . . . . '.IlD-\. . ..... 18...... .. \ .... . . ............ . .. . 'QJ\" .1tm.... .qu .18'.... .~. ., EXlTfNLr- .. ..... I. . '- OF EXISTING P)):lEMENT~' . .... fJ 12 h< .. .31 < '.' .'. .,~ . . . , .!~ '.. S: 9' ~37;48: ;," ... 2' 0'8.' "0:' .. . ''';A$ 'EXITONlY' 6 36 ! ",,> 0 ~,~ ..' < :>> : . . .'. .6;[GN...... ..... ..... . ...... >'. '>.' <.... . . ...: · , .., . ~".\' ......~. ~NTRANCE . I . . . .0.. MCJ1 SIGN.. .... ...\.. . .. .. EXIT .. ... .., ., ." .... .. t.. ..... .. ... - _ ~. _ ,..___ __ 1,,_ ~' . . .' "'~.". .'. .... ~:::~'," "i"" .... '. .'~J: a.~!:'5A~ :E2nJ:mn'flf5C .'. ..... .' ...... .....:.... .... .... . DRIVEWAY.'. ......> ':.'> . .' . > '.'>. ..... ".<' <.' .... <.' <.' < :. ..' .... 'I p . I 2.. ~~' ~ r \~; :. ~ . CI\::;'{::::l f! / <.0 z -n..:< ,II 1;.' ClEAR \ v' ::~k~" :- - .::::~ f.9f~-~~~-: 'f):: ...:.: :->....:-:-::.:.... 'j-:":-'::- :-:-...... -: ,"~.i~X";'l"C?!~~.'llt~.I/l ' ~ if.'- \ .. . ...\; :/'::.~ ~ t ::E-~" . ~L .J .1 ,.. : :..;:-:> :::: .. ;~'/) .. ..... . .., ...................... . . EDGE OF EXISTI II "~_ < . ". .....,. ,'c. .... . "'~"... '.... . ..'." J ....;) ...... .0;'.... " .................................................... ";i ; PAVEMENT ::;, II' I- l"~': '.. "'~' .",'. .,' . .:~': : :. :-r:..;+\t~,.;.,'~:;[.....~.;..~:4:J:~.::..~...;-~w.;;. ::-::~:':'~" ,.,'-::::7:.,.: ,.. .'.. . .. : .,.,.:::g:::7":"" . . . ..... ...... ................. ..,....... 5~j_ '!l I ';k),",, :'.. ';!l .... '. .... l~;.:;<~i> ,. .... .. '.'---~~1!~.:: ::: .:. ::j.:'> ,,: : .' :. '.' ':' '.:rT1:::/:<::. '.: .:: 32 -:-:....::.: -:-:.:-:-:...:-:-... ~1> I ~ ' C'i i ~ t r--. ~.~;.. .... ...:.'..:~ .,<.~., ..:':::- -< ,,:, :t~l. '.': ... . ~36 . .: ~,,:. :.: :.:.. g. < .:: 351: 9A ::: .....: ':'::::: :-.:':LA::-.::: :.: :-:: .... ....... .j.... ..~.. ......r! ,-', I a _I- _ .' ......,..... ~ ." .', -::.:' >:.~....::,: .:'. . ..:....-...:.-....::-.: ....:. :-. .~ I:...W . ....:. ..:....: '.:-.;.;.;.,.;..,.,.. ". .::: ::. a.,~./'\ '. I... ...~.... :- uEET AND ALIGN ~ -' ' - . .:,;;;:,-, 20'n 'SEW iXllNEt ~ ' ~~ . .~...0.=.... . . .... '--tc'. · .'-'- .. ~. .~ f~;:.s..2 ~ L./""', . .... . .. 'c 1M" " , .1 13 ~ .',:, ,,"',' 'c .~. ,o.-:;~": ~": "::' -::j ---::;.. ..-::,., .ww ~":*;;. ~--" . '.' . . ..... .. 'rl~ ~FC . ..",~> ------- .. ..' ... '. .. . · ... ". .... ~ LIMIT OF SAWCUT !; NEXEWIST6INGCUlYRoPlCAWILTH I :2 ~ · " :~ ", ~: ", .1'4' .' " - '.:.::':\<j)>~.:.'''\.2&:.:JI..''{:: '., . ~f'B' ';/~}~':5""" ,"'i ': ".{ft' ;-'~.~'~''.;<~. 2'~ : , . :'. " ';'7~.,~ .:,.0: "'::";;< .' . '. : .: :1 - \ ._~. tvn v ~ .'>~':'::X'. . ...,/nl)\'l'~'~ 'I" '. <.' 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'TYp"::.: TYP,LJ:f~ :.... ....... i.' . ..,:....I;_~!I.- CONCRETECURB-lYPICAL C6 . "'./,1, ..... ". ".~"" ",~ ~;"./{N'> L.'....~...,,'. -tj'" ~.'j;:': ", ""-'!' >C:'>~:'t.' ,.,....<::.=0:~: .'"..,:".: I! , . ... . .. . .... .... ..[9Bl<k.~""?dit,21: '" \~,;=!,>,i :~' .'1:'\':' ~?'< ~<~tgs0-~iz0L>>I' It5+lJ9 l'r'P, . '. . .... , .~:I li{~<2<.r~._~~~?1~'n ~ ~:: :"ft~1~<><......elt ..'n.9~". '.' .'.: ~:'~. t .. ...........i)t0..........~ (LIMITS OF CONSTRUCTION .,~ ~ n- : '.: .:- :0>::::::::' .::, .:-: :-. '::- .:: . :-~<I~ 123:h/~='" w," -;;l l\(~' ,(, h .' ~ :l ,;'iiJ.' . ':'1: ..>. ... .' ",. ... . .... ! ..', , 'it' If b",<' ..\ 1 ~ . .' ~'X t:..=. k ",'or. w ~. ,:'1 II ..... 1'1 " .. ... .... .....! . (1'); J 1fYp1 . '..,..,>-: :'. ...:.:..).~c,t2.-.:.:.:::. ,. ,::<> .~/ J\;~,;1: 'Q [D/ V ~:ltrl~m":;~ "~~..~ fl~n ~:~:..><7 .:: '" ... ": . .. ::. . ~ ":" .,':. .. ,.... . v' .' 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'...y' \ \ I:I._._...._......._....._._........~.-_......._},..- . , r.~ /.! 100.7' "STOpl (R1-n and < ... . ...~ / 'RIGHHIJRN-ONLY" SIGNS EXISTING 5' WIDE.-I 24" WIDE THERMOPLASTIC CONGRETE SIDEWALK STOP BAR //"- :\~S'<::~' ~', 7C . ~ .. _~,EXISTING MEDIAN ~tQ~J~~~PlrKER\~. n_ :~'. ,;\:.el"; Y!',Y'C ~~~~~b~~~gN~R~JEa~) __---- u _- ~:' ~-~.~~...~-.- --__ _ :_~:-:-::H__u-_:' -:.~ F"'-~'--:-' - _ '//- :-: --- ')". ~ · ... '0 ~ 1 _ (~H~~~N~I\1~~rNG _u~ .~_ 6 WIDE THERMOPLASTIC .. , "' ....- ........ ..-.. .. .. - .. .. ." STRIPING and CHEVRONS ( .... EXISTING 13 PARKING SpACES (9' glt WIDE x 20' DEEP) '" I \ I " I," I ; , de'; ) '[ , " " ./.....' ( , / - -T i' l~' /{ I I I I .". i~\ "~: 1 } I , ,i 1 r- ..... . - <"'"', I ., \ ! ~ ~ -1 ~ q i I I I I ~ ~ ~"~':""'Il ~ I, ,~ I, I i I i '1: I ! j ,'1> " t. , I /^~ I I i ! .- ,\ '" I .' I i I \ , " ~ ! i I ()) , 0) I ~ I ..... "'- I ~ ~I I, ~ i ~ ! IV) 'l: f'.l I ~ I ^-^ -r" C) l' I \ U) I & I' y :1 [~I~ ! I I I I' II i I :1 i i~ , t', I I, I. fl~ I] I .. ~ ' . I,l NOTES: ' ~'( 0; , 1.1 \ I ~ " I ~ -.. - .. "," 1. PROPOSED DRIVEWAY ALONG S~ 60 SHALL BE CONSTRUGTtD PER F~T INDEX:' NO. 515. 2. ALL PAVEMENT STRIPING SHALL BE IN ACCORDANCE WITH FOOT IND NO. 17346. I 3. C'ONtftAcroR SHALL PROVIDE MAINTENANCE OF TRAFFIC FOR WORK T BE DONE ALONG STATE ROAD 60 R.O.W. PER FOOT INDEX NO. 625. I I 4. SOD ALL DISTURBED AREAS WITHIN FOOT RIGHT-OF-WAY. I I , ,,"". ,'.. I I \ ~ . ;..... ro '" ~-v-v REMAINDER OF LOT TO REMAIN AS-IS. ! I::: { fUTURE DEVELOPMENT PLANS UNKNOWN <I ! I," AT THIS TIME. < r) € LIMIT OF SAWCU "",,- NEW HEAVY DUlY ASPHALT PAVEMENT (REFER TO CFA STANDARD PAVEMENT ~ECnON ON CFA STANDARD DETAILS SHEET C5, DETAIL No. 19 ) ^-^A. --- 'D \' (:~ I.: "_ . I' ... a i ," ~ ". j ,I 1 4" WIDt DOUBLE YELLOW CENTERLINE STRIPING 20 FT. LONG MIN. i I -~ ."CJ' ~~ ~ ~~ ......., 6- THICK, 300 PSI CLASS I CONCRETE PAVEMENT , ! I I 2 FT, WIDE (FOOT TYPE 'F') CURB AND GUTTER - TYPICAl: CONStRUCT SIDtwALK ~NDICAP RAMP PER FOOT INDEX NO. 304 .ii:: (' I RELocATED UTILIlY POLE, i.,... , (REFER TO DEMOLITION PlAN, SHEET No. C1A) ~ ~ _ '.' COORDINATE..RESPONSIBILlIY.._&_LOCATlON.. WIIH <) .,. ALL AFFECTED UTILITY COMPANIES, ~,~ ~ f""'-"" MEET AND ALIGN c';:, NEW CURB & GUTTER : r WITH EXISTING - lYP. '"~ ~-d (' I r' '; 1& ~ ~ , ",.... ;"','d,_{_""'" ., }-'\ Ji r t\ ',. '" i!: ,... (: 1 ," y._ "~ ." ;-A~,.:.t;7(%:il~:;1~ 3, " ~ (~.',;tt') ;' 44.0' "...'"'" .. ,~'"' 1<'1 r" I (I r-~ :' ','~ "20'x20' SIGHT DISTANCE TRL\NGLES (iYP) N 89040'55" W 222.05' --- -- ~,~<,::,:,,~"~'_,:,r - ,~ '~_~ "_ . _ .'_ u r l'r'" EXISTING 5' WIDE., CONCRETE SIDEWALK "')t ,~~ .- /' I', i ! 20' 0 20' ~_...~__.t""""h I..'.. 40' . "..,' ~ I 'ffi '0 "" :t \) I ~..,,_._ _d _________.uoo _ '''' r;,- , '! GRAPHIC SCALE , "- ~~--~.... ~....~...~. -_..~"" NORTH .. -." ... -.. ..- seA [E : ' 1 It ..- 20 J -...~. ~ ~. - ..--~ .... ,.~~ GUL - 0- ~ o art b.._ f ~.~ ~t-<[J \5-r~1 t. o 60) 100' R/W PLAN NOTES 0 OJ IT] IT] CD m IT] [2] [I) o ~ CD] [ill [ill [ill @] ~ ~ [ill [ill ~ @] @] @] ~ @] ~ @] [ill ~ ~ @] [ill [ill ~ @J ~ @] ~ ~ ~ @] @] @] ~ II TAM~A~~. I DIRECTIONAL ARROW ~ DRIVE -THRU GRAPHICS ~ STOP LINE GRAPHICS ~ PAINTED HANDICAP PARKING SYMBOL, BLUE @ STANDARD PARKING STALL @ DIRECTIONAL SIGNAGE 6A - 6E @ (NOTED: '10 BE PROVIDED AND INSTALLED ;4 BY CHICK-FIL-A SIGN CONTRACTOR) CHICK-FlL-A MAIN ENTRY HANDICAP RAMP ~ CURBED RAMP DETAIL @ 24" CURB AND GUTTER -"gA'. - SPILLING AND W "9B" - CATCHING @ CONCRETE WHEEL STOP ~ TYPICAL POLE BASE DETAIL @ DUMPSTER/STORAGE @ (REFER TO ARCHITECTURAL DUMPSTER PLAN AND DETAIL 6~ SHEET NO. A-3.4) DUMPSTER/TRASH ENCLOSURE ALTERNATE DRAINAGE EID (8"x 16'. OPENING AT FLOOD LEVEL, BOTH SIDES, FOR DRAINAGE 6~ OUTSIDE OF DUMPSTER AREA,) PIPE BUMPER POST aD BOLLARD AT DRIVE-THRU rn rn (SEE DRIVE - THRU PLAN AND ISOMETRIC VIEWS) ~ ~ CURB SECTION AT DRIVE - THRU rn 16 (SEE DRIVE - THRU PLAN AND ISOMETRIC VIEWS) @ C5 TYPICAt SIDEWALK DETAIL .- PICTURE FRAME PATTERN 63 TYPICAL SIDEWALK WITH CURB AND GUTTER @ J 6"/2'/1" ASPHALT PAVEMENT SECTION @ 00 6" CONCRETE PAVEMENT SECTION AT DRIVE - THRU ~EID 21 SECTION THRU CONCRETE PAVEMENT AT DUMPSTER C5 CONTRACTION JOINTS ~ CONSTRUCTION JOINTS ~ SEWER CLEANOUT - See PS 1 for locotion aD NOT USED MENUBOARD AND CANOPY ORDERING STATION FLAGPOLE - ECX SERIES 25 FT. POLE PACKAGE BY APPROVED VENDORS, THE FLAG CO. OR ATLAS FLAG, GREASE TRAP (REFER TO PLUMBING SITE PLAN SHEET PS 1 ) TRANSFORMER CHICK-FIL-A PRIME SIGN (MONUMENT) CHICK-FIL -A ENTER SIGN CHICK-FIL-A EXIT SIGN PRES ELL MENU BOARD 2 FOOT CHAMFER ON CONCRETE PAVEMENT 4" WIDE WHITE STRIPE ON ASPHALT (AT EDGE OF CONCRETE PAVEMENT) 4" WIDE DIAGONAL (CHEVRON) STRIPING l' x 6' SPACED AT 3' O.C. PAINTED CROSSWALK STRIPING PER FOOT I NDEX No. 1.7346 UD @ 8" CONCRETE BLOCK RETAINING WALL (REFER TO GRADING AND DRAINAGE PLAN, SHEET NO. C3). NEW 5' WIDE CONCRETE SIDEWALK aD RECESSED FV.RED HANDICAP RAMP@ DRAINAGE INLET REFER TO CRADING AND DRAINAGE PLAN, SHEET No. C3 TWENlY (20) SEATS OUTDOOR SEATING AREA REFER TO ARCHITECTURAL PLANS FOR DETAILS. ONE (1) 6' FT. LONG HANDRAILW @ LEGEND o PARKING SPACE TOTALS ~~ ~.. DETAIL NUMBER SHEET NUMBER ZONING B-3 VACANT .. .. CURRENT LAND USE <? TRAFFIC DIRECTIONAL ARROW ___ N 01.18'30- E BUILDING BEARING .",,- Revisions: Mark Date By ~ 1-17-03 CITY, FOOT & SWFWM 0 COMMENTS Mark Date By 6. Mark Date By 6. Seal KENNETH M. McCOIG P.E. FL REG. * 29163 00 C'\Ico t")co ~co 0< <() < 00 3-co-.t I.J...OOOC'\l C'\IO_ 1-t")1J')0) Ul .. a:::<1J')0) r-o-.tC'\l LL-_COCO .. a::: r' r' ~~~~ o a::: ..:J: X oa..1.J... wo ~z t"):5 t")a::: 0)0 ~11 Z <( ~ D- cr::: W t- Z ..... Z W ~ W Z~ W ~<( -z ~~~<( ~zo~ u~~..... ~~ou IZ~W u~~3 ~zza::: <(w_o.. STORE Series 03-14.6 GULF TO BAY CLEARWATER FLORIDA SHEET T1TLE SITE DIMENSION PLAN DWG EDITION 02. 4 OPreliminary 080% Submittal oFor Construction 2002.0375 Job No. Store Date Drawn By Checked By: .11-05-02 RM RA Sh eet C2