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BLUE <br />BACKGROUND <br />f) WHITE <br />611 <br />i BORDER t <br />SYMBOL <br />RADIUS BOTH SIDES <br />3" PAVEMENT DIMENSIONS <br />FINISH GRADE REFER TO THIS POINT <br />FDOt SIGN <br />4" THICK CONCRETE <br />I.D. NO. <br />SIDEWALK WITH roxro <br />PARKING BY I" SERIES "C" FTP - 20-04 <br />W1_4xWl.4 W.WF. - LIGHT <br />PAVEMENT ELEVATIONS <br />WHITE <br />LETTERS <br />BROOM FINISH_ <br />3" ROUND EDGE <br />REFER TO THIS POINT <br />BACKGROUND <br />DISABLED <br />VERIFY FINE <br />PERMIT BLACK <br />r <br />` PAVEMENT SURFACE <br />AMOUNT WITH LOCAL <br />JURISDICTION <br />BORDER 4 <br />ONLY LETTERS <br />=� <br />_ <br />RAISED STUCCO <br />DOMED CONCRETE CAP <br />BAND <br />` <br />SLOPE STUCCO FROM <br />WHITE <br />BACKGROUND <br />I" <br />$ xxx FINE I" SERIES "C" FDOT SIGN <br />PAVEMENT SURFACE <br />\ <br />- <br />CENTER <br />_ <br />= <br />I" I.D. NO. <br />F.S. 318.14 1 C FTP - 22-04 <br />1 <br />'\ - - <br />� <br />4- <br />- <br />BLACK <br />"SERIES <br />ll <br />` <br />�/ <br />PARKING LOT SURFACE <br />BORDER t <br />LETTERS <br />\! \ <br />"4 - REBAR CONT. <br />. - A5 SPECIFIED <br />- <br />4 "� STEEL PIPE BOLLARD <br />FILLED WITH CONCRETE - <br />3/4" <br />�` K.O. BLOCK WITH (1) 05 <br />- CONTINUOUS <br />EQUAL <br />EQUAL` <br />� <br />\` ' <br />/ �i <br />2-04 BARS CONTINUOUS <br />PAINT GLOSS WHITE <br />SIGN POST CENTERED 0 <br />. <br />�. `. \ •,\\ <br />TOP 4 BOTTOM <br />f— 05 VERTICAL BARS AT 24 <br />ON PARKING SPACE <br />r" r <br />` <br />-- - ALL CURBING: TO BE 3000 <br />O.C. IN GROUT FILLED CELL <br />28 DAY P.C.C- - PROVIDE <br />EXPANSION JOINT5 AT 20' O.G. <br />PAVEMENT SURFACE <br />r / <br />\ / <br />n <br />O <br />5/8" SMOOTH SAND FLOAT <br />- <br />U <br />FINISH STUCCO <br />- <br />SEE CIVIL ENGINEERING 51TE <br />NOTE: HC SIGN DETAIL/ REQUIREMENTS SHALL COMPLY WITH LOCAL JURISDICTION <br />PLANS FOR GRADES AND <br />SLOPES. <br />w <br />� <br />SMOOTH STRUCK PAINTED AT <br />�INSIDE FACE OF WALL. <br />Y IC/L H.C. <br />TYPICALDETAIL <br />01 <br />TYPICALONCTE CUIR40 DETAIL <br />Y IVrL CONCRETE <br />TYPICALC MM? DETAIL AT H.C. <br />J/. CLEAR <br />LEtLO-N-Ea <br />"GALE: I I/2" I-0" <br />SCALE: I I/2" = I'-0" <br />SCALE: I I/'?" ■ I'-0" <br />Q <br />�n <br />- 8" CMU WITH HORIZONTAL <br />- <br />~ <br />JOINT REINF. AT 1'-4.. D.G. <br />��. <br />ci <br />05 VERTICAL BARS 05 AT 24" <br />O.G. LAP WITH WALL STEEL <br />\' <br />�\ <br />a <br />2'-0" SQUARE OR ROUND <br />CONCRETE FOOLING <br />;9 IX <br />(p <br />- 30" MIN. <br />2'-0" MIN. TO E.O.P. <br />(2) 4 BARS THRU <br />" <br />PROVIDE 3'-0" [DEEP <br />DETECTABLE WARNING SURFACE <br />°° <br />z <br />6" THICK 3000 PSI. GONG. <br />8" PAVEMEOPMIN 8" <br />DETAIOWNO 3PLANS -SEE <br />a <br />SLAB WITH &" x ro" - 10/10 <br />W.WF. -SEE STRUCTURAL <br />LONG - ON CONCRETE <br />PAVEMENT USE EPDXY <br />4" THICK CONCRETE <br />SIDEWALK WITH rox& <br />TROWELED JOINT PICTURE <br />FRAME EDGES - SEE PLAN <br />a ® <br />ro'-0" LONG PRECAST BONDING AGENT <br />CONCRETE WHEELSTOP <br />WL4xWL4 W.WF. <br />3 PAvEME T SLOPE <br />FOR LAYOUT / PATTERN <br />�� <br />a <br />` <br />° °'' = <br />PARKING SURFACE AS <br />+, <br />_ <br />m 1/4" PER FT. MAX. <br />4" THICK CONCRETE <br />o�— <br />E.O.P. SPECIFIED <br />-7- Z_ <br />-- <br />SIDEWALK WITH &xro <br />WI.4xWI.4 W.W.F. - LIGHT <br />BROOM FINISH <br />/r/ <br />d; z:.: <br />/�� <br />r \\/ <br />(2) "5 CONT. IN THICKENED <br />��/�\\ <br />\ <br />� <br />%7777i 7777 ' '��/ <br />�\ /. <br />r �\� EDGE SLAB <br />1 <br />- <br />\ \BASE <br />REBAR CONT. <br />/ <br />/\\//;` <br />AS SPECIFIED <br />18 <br />a <br />TYPICAL PIPE 5OLL4RD DETAIL_ <br />,,� <br />TYPICAL DU lPSTER ENCLOSURE WALL SECTION <br />,m <br />a <br />TYPICAL WHEELSTOP DETAIL <br />O <br />TYPICAL INTEGRAL CURB t SIDEWALK DETAIL. <br />O <br />TYPICAL_ TROUIELED JOINT DETAIL <br />SCALE: 1/4" ■ <br />1'-0" <br />SCALE: <br />3/4" 1'-0" <br />SCALE: 1 1/2" = 1'-0" <br />SCALE: 1 1/2" = I'-O" <br />SCALE: 1 1/2" 1'-0" <br />24'-0" <br />' <br />LINE OF SIDEWALK RAMP / CURB - SEE PLANS <br />IPE <br />BOLLARD <br />■ ■IIII <br />DUMPSTER (BY <br />OTHERS) r �. -- 18----)---�,.'._— <br />19 <br />® N.G. <br />f SEE DETAI <br />■ <br />I AS3 <br />AS3 <br />14 <br />A53 <br />I I <br />WQ <br />I <br />:I <br />W W <br />�_ <br />lq <br />X <br />mN <br />A r <br />11 <br />Asa <br />0" CM.U. WALL WITH "5 ■ <br />I <br />2" � <br />AT 24" O.C. MAX. IN <br />O <br />GROUT FILLED CELL ----,' <br />ELL <br />■ <br />;. I. .I <br />I, <br />■ <br />60' <br />ro" CONCRETE SLAB <br />LIGHT BROOM FINISH <br />VERIFY WITH SITE <br />� � <br />12' 0 <br />� � 0" � <br />12'-0" <br />� <br />VERIFY <br />� � <br />I <br />I I <br />I i i <br />I <br />i <br />I <br />• <br />.: <br />'. <br />� <br />-- - <br />lI <br />FENCE POST <br />.' ... <br />0 <br />UJI <br />ul <br />CHAIN LINK GATE <br />`n <br />SYSTEM <br />cq <br />PARKING STRIPE DETAIL <br />TYPICAL H.C. <br />/ STANDARD PA"" SING DETAIL_ <br />DROP PIN HOLE ` ,• W.Q <br />(TYP-) _ <br />SCALE. 3 I 0 <br />SCALE: I I/2" - I'-0" <br />LINE OF SIDEWALK RAMP / CURB - SEE PLANS <br />24'-0" <br />CHAIN LINK FENCE <br />GATES WITH WHITE <br />14 <br />AS3 <br />� � <br />H.G. I N. SEE (DETAIL / S3- -- - fi <br />P.v.C. SLATS - MOUNT <br />GATES ON 4" ALUMN_ <br />FENCE POSTS W/ ALL <br />I© <br />HARDWARE AS I <br />REQUIRED <br />tt " <br />f <br />77— <br />~ <br />`� — I/4" - APPLIED MAT <br />3/4" <br />SURFACE <br />Q <br />rn (P <br />�1 O <br />I l <br />AS3 <br />GRADE <br />�� W <br />I' <br />THICKENED EDGE <br />SLAB ----/ � <br />------------------------- <br />----kLATCH <br />---- <br />60° <br />HARDWARE <br />VERIFY WITH SITE '-0" 12'-O" VERIFY WITH SITE <br />NOTE: <br />APPLIED MAT <br />� � <br />I 1 I I <br />DUMPSTER DETAILS/REQUIREMENTS SHALL <br />COMPLY WITH LOCAL JURISDICTIONS <br />�m <br />TYPICAL DU'1PSTER <br />ENCLOSURE DETAIL_ <br />DETECTA15LE WARNING SURFACE DETAIL_ <br />O <br />TYPICAL H.C. <br />/ 516ANDARD PARKING_ DETAIL_ <br />SCALE: 1/4" = <br />I'-0' <br />SCALE: 1/4" ■ 1'-0" <br />SCALE: 1 1/2" = 1'-0" <br />REVISIONS BY <br />J � <br />r <br />�—� E <br />o <br />u <br />.� • ob _ <br />U � � <br />` M @) <br />r-� u <br />u. <br />r, <br />c; <br />"2 E <br />N <br />�1 ¢ E <br />r) r <br />Y N <br />►� w0 T <br />• E r_ L <br />0 <br />r N �n <br />m <br />ti <br />✓ ti• <br />N <br />a <br />E-�& <br />:Vzm_OU <br />Z w <br />U <br />0.: p Q; <br />a�~xr>na <br />7�"$ <br />o <br />IT <br />i <br />0 <br />t —> <br />U_ <br />Z <br />J CV <br />U <br />O d <br />Ln °' <br />.N L M <br />� O M <br />O J <br />Q_ p <br />x <br />' `' U <br />+ 'L <br />u I ° <br />(JoLL_ <br />Q LIJ o <br />L - <br />O <br />0 ao -I- <br />0 <br />M Q <br />a) <br />IV <br />0 <br />Date: 12. 15. 10 <br />Scale.- AS NOTED <br />Project Mgr: JLO <br />Drawn: `aEN <br />Job: 09-45 <br />Sheet <br />AS3 <br />I I:\Projects\I'rojects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.02\AreiiitCCtnriil\AS2 & AS3 - SITF. DETAII.S.dwg, 3/21 /201 1 1:48:28 PM, DC <br />