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SLAB W/ <br />" a —�v a °:— DOUBLE MAT 6x6 10/10 W.W.M. <br />v d v ° ev 4,000 PSI, 4-6% ENTRAINED AIR <br />v Q <br />�o o° o o° oo <br />o ° ° o ° ° 00 o o ° o ° 8" COMPACTED CRUSHED CONC. <br />° 0000 o 00 o o ° O O ° (98% DENSITY -TEST LAB) <br />o 0°° oo° o0 0 <br />12" PAINT WHEEL STOP � 12"� <br />HIGH VISIBILITY YELLOW <br />•• • .. <br />IL <br />i ..- °• - id - •• - .d. <br />•. <br />#4 BAR 18" LONG <br />R" <br />JT SURFACE <br />PRECAST CONCRETE WHEEL STOP <br />WHL-STOP.DWG 09/01/94 NTS <br />7 2 1/4" <br />3 3/4" <br />3'-0" <br />PLAN <br />i� <br />FRAME <br />c. <br />d <br />e <br />2'-0" <br />; <br />2'-3 5/8" <br />STEEL GRATE H-20 <br />LOADING ALTERNATE <br />CAST IRON GRATE <br />H-20 LOADING <br />3 3/4" <br />SECTION <br />NOTES: <br />FOR ADDITIONAL DETAILS SEE <br />FDOT INDEX NO 201 & 232. <br />FDOT INLET TYPE "C" <br />FDOT C INLET.DWG 07/30/06 NTS <br />ABILIZED SUBBASE <br />CONCRETE SLAB DETAIL <br />N.T.S. <br />2" FLEXI—PAVE <br />B—GRADE (LBR\ 0) \ \ \ <br />FLEXI—PAVE HT2000+ OR APPROVED EQUAL <br />PERVIOUS PAVEMENT SECTION <br />N.T.S. <br />NORMAL <br />FLEXI PAVE 2.0" TYPE S-1 ASPHALTIC CONCRETE <br />SURFACE COURSE <br />BASE 6" CROUSHED CONRETE, LBR 120, PER <br />FDOT STANDARD SPEC 204-2.2, COMPACTED <br />100% OF AASHTO T-180 <br />SUB —GRADE 12" NORMAL COMPACTED SUB —GRADE LBR 40 <br />COMPACTED TO 98% AASHTO T-180 <br />2 6" WHITE H/C SIGN <br />6" WHITE <br />►,":lita <br />r 12, I 5' <br />HANDICAP PARKING <br />PAVEMENT MARKING <br />4" WHITE <br />REFLECTORIZED PAINT. <br />(SEE PLAN VIEW FOR <br />LOCATIONS) <br />6" 1'-6" <br />3/4"R <br />TYPE "F v CURB <br />CURB-F.DWG 06/02/94 NTS <br />Q #4 — <br />REBAR <br />CONTINUOUS <br />STOP <br />® EACH <br />SIDE OF CJ'S <br />611 <br />STRUCK JOINT <br />3" <br />ROUND EDGE <br />SLR. <br />' <br />PAVEMENT <br />Q. d \ <br />° - <br />SURFACE <br />..; <br />1 <br />6" <br />CONCRETE SIDEWALK <br />WITH 6x6 W1.4xW1.4 <br />INTEGRAL CURB & SIDEWALK <br />SWALK-IC.DWG 06/02/94 NTS <br />1. CROSSWALK MINIMUM WIDTHS: <br />INTERSECTION CROSSWALK 6' <br />MID BLOCK CROSSWALK 10' <br />2. CROSSWALK SHALL HAVE A <br />MAXIMUM CROSS —SLOPE OF 2%. <br />VERTICAL <br />CURB (TYP) <br />PEDESTRIAN CROSSWALK <br />NTS <br />WHITE ON <br />BLUE <br />PARKING BY DISABLED <br />PERMIT ONLY BLACK ON <br />T TOW AWAY ZONE WH I TE W/ <br />O FINE UP TO$250.00 1.5" LETTERS <br />HANDICAP SIGN <br />THIS SIGN TYP <br />® EACH HANDICAP <br />PARKING SPACE <br />i� <br />3" GALVANIZED <br />STEEL POLE <br />FINISH GRADE <br />d <br />CONCRETE I.... <br />• <br />y . �°.° <br />. d <br />a A - <br />- in <br />• <br />HANDICAP SIGN <br />ASPHALT <br />.\\\ \ \\ N. \\ - \.\\\ \ \\ <br />\\\\\\ <br />SUB —GRADE <br />HEAVY <br />NORMAL DUTY <br />RPkALT 1.5" 2.0" <br />TYPE S-1 ASPHALTIC CONCRETE <br />SURFACE COURSE <br />6" 8" <br />CRUSHED CONC. BASE — PRIMED <br />300 PSI AT 7 DAYS <br />COMPACTED TO 97% AASHTO T-134 <br />SUB —GRADE 6" 9" <br />NORMAL COMPACTED SUB —GRADE LBR 20 <br />HEAVY DUTY COMPACTED SUB —GRADE LBR <br />40 COMPACTED TO 98% AASHTO T-180 <br />TYPICAL <br />PAVEMENT SECTION <br />PAVE-3.DWG 02/16/96 NTS <br />cl <br />8M <br />HEADER CURB <br />"NT SURFACE <br />0.1 *D <br />44 <br />d. ' • , <br />i a <br />0.2*D <br />CONSTRUCTION JOINT <br />STRUCTURE SINGLE —COMPONENT <br />-"' d° • �. POLYURETHANE SEALANT <br />•. �1/4„ 3/4„ THICK <br />•d <br />'4 _ - .° <- - <br />_]D <br />• ° 4.' a <br />\_ <br />CLOSED CELL SEMI —RIGID <br />PLASTIC JOINT FILLER <br />1/4" EXPANSION JOINT <br />SINGLE —COMPONENT <br />1 /2" POLYURETHANE SEALANT <br />3/4" THICK <br />r <br />4* <br />•. a° q. a - d D <br />•d - - •.. <br />a •. d .4.. - <br />a ra. :-•. - .• <br />CLOSED CELL SEMI —RIGID <br />PLASTIC JOINT FILLER <br />1/2" EXPANSION JOINT <br />1 /4,. D/4 <br />1 d _ �. <br />D <br />CONTROL JOINT <br />PAV-CONI.DWG 10/14/94 NTS <br />3/4"R <br />3/4"R <br />SLOPE TO FIT <br />DRIVEWAY ' r.' :.+; .•:• '►' <br />• A CC3 i� D <br />FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO. 300 <br />DROP CURB <br />DROP-C.DWG 01/07/06 NTS <br />NORMAL <br />40'-0" <br />WITH <br />4' <br />WIDE <br />SIDEWALK <br />MAXIMUM <br />50'-0" <br />WITH <br />5' <br />OR <br />WIDER SIDEWALK <br />3a <br />Id <br />3 <br />.♦ <br />EXPANSION JOINT W STRUCK JOINT <br />6MAX <br />1/2" EXPANSION JOINT <br />FULL DEPTH BROOM FINISH <br />II D/W <br />EXPANSION JOINT STRUCK JOINT <br />NOTES: <br />1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER <br />THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 50'. <br />2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED <br />PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. <br />3. SIDEWALK TO BE INSTALLED PER COZ STANDARDS <br />MIN 3000 PSI CONCRETE AND MIN. 4" THICKNESS. <br />TYPICAL SIDEWALK <br />(:DETAILS\ROADWAY\SIDEWALK.DWG 01/16/01 NTS <br />PC OR PT OF RADIUS RETURN <br />1' <br />a <br />o� <br />®0�,�\o <br />EDGE OF ®Q �G <br />THRU—LANE Q¢ ��Q' <br />GdZ <br />I <br />SAW CUT FULL DEPTH I <br />OF EXISTING ASPHALT--,,, <br />SAW CUT <br />APPLY PRIME OR TACK <br />MATERIALS AS NECESSARY <br />PC OR PT OF RADIUS RETURN <br />NEW SURFACE <br />NEW BASE <br />rnnr r% r-\/irlr r9A\Ir\•r-!1r <br />roz F <br />C <br />a�w>—cn—Ozcn E <br />F <br />c <br />co c <br />o c <br />Q T <br />w C <br />U (L O <br />r m z 2 C6 L <br />QCE: <br />N t <br />w Z CO 2 <br />C b a X N p O C <br />L <br />w f <br />U) J <br />oa <br />z <br />m 0 <br />\ "' Z5 CD <br />U) o L <br />-6w o � <br />LL <br />\ \\ c z¢a� <br />DEL 0 La <br />mw0n c <br />\� V)w coL'Ili W <br />Z -q, cM <br />E� �w t0 C <br />a <br />A. JQ O C <br />(1) 1>>_ U C <br />m c <br />Lu Q� <br />cn o c <br />o� C> <br />rn cm <br />OLL. J,CID� <br />�� '_TO <br />m Q� <br />J N co d <br />J < <br />= r W N CC <br />J o�� Zoo <br />CD I O <br />N a M a LL Q <br />C7 CO Z w CD CD cn <br />J Z z O� W z c 3 <br />� U - <br />J wza"--)ww <br />W Q H W > <br />=zmo�co� <br />zOv UJCA <br />W Z z OC 1Z <br />J J Q Q <br />W W <br />U U Q z <br />U <br />Q Z <br />~ Jz <br />W <br />W <br />N ° <br />� O <br />Obib, <br />Z <br />14 <br />cl <br />o 0 <br />j <br />W <br />U. <br />W <br />= <br />ate <br />J_ <br />J <br />CONNECTION DETAIL <br />AT EXISTING ASPHALT.. PAVEMENTS s <br />H <br />APRON.DWG 061/03/94 NTS E <br />E <br />T C=8 <br />N <br />101 <br />