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2 <br />3 <br />4 i 5 <br />M <br />0 <br />L <br />�r- <br />NO 4 DOWEL BARS AT 18" 0/C <br />s <br />M <br />1 <br />GAADEDAGGREGATE BASE <br />� 1 <br />PANELS NOTED WITH 'f7'ONPLANS. COMPACT T097%-ASTM1557 <br />TYPICAL REINFORCED RIGID <br />PAVEMENTSECTION <br />C-501J NOTTOSCALE <br />0 <br />112"1118"(W) <br />JOINT SEALANT — <br />SEPARATING <br />TAPE BACKER MATERIAL <br />118" <br />CONTRACTION JOINT <br />� SEALANT DETAIL <br />C-501 j NOT TO SCALE <br />GRADEDAGGREGATEBASE <br />FDOT SECTION204 <br />COMPACT TO 97% - ASTM 1557 <br />TYPICAL RIGID PAVEMENT <br />SECT/ON <br />C-501 J NOT TO SCALE <br />314"t 118"(w) <br />JOINT SEALANT <br />SEPARATING <br />TAPE <br />0 <br />ao <br />_ <br />- 3/4"NON-EXTRUDING JOINT <br />FILLER <br />EXPANSION JOINT <br />5� SEALANT DETAIL <br />C-501 NOT TO SCALE <br />EXISTING PAVEMENT <br />3I4 "N <br />ZTEXNG JOINT SEALANT <br />JOINT FILLER <br />• <br />36" <br />SAWED JOINT <br />8 THICKENED EDGE EXPANSION JOINT 6" <br />SLOPEPER <br />C-501 NOT TO SCALE PAN <br />Co - 2"r t for <br />• •d <br />a ..4d: <br />a <br />a .• . <br />JOINT SEALANT —, f -- SAWED JOINT <br />ar <br />..cw••a. i•.. <br />A REFER TO TYPICAL <br />PAVEMENT SECTIONS <br />'9 SAWED /CONTRACTIONJOINT <br />C-501 % NOT TO SCALE <br />NOTE. <br />1. SAWCUT CONTRACT/ONJOINTS AT 15FT. MAX SPACING. CONSTRUCT <br />DOWELED ISOLAT/ONJOINTS ATALL POINTS OFCUR VENOT TO <br />EXCEED 90 FT. MAX. SPACING. <br />2. CONCRETE FOR CURB & GUTTER SHALL HAVEA 28 DAYCOMPRESSIVE <br />STRENGTH OF4000 PSI. <br />3. SLOPE GUTTER TO ORAWAYFROM CURB TO MATCHPAV/NG GRADE. <br />,o INTEGRAL <br />C-501 J NOT TO SCALE <br />CURB DETAIL <br />RESERVED <br />PARKING <br />3/8"0BOLT WITH WASHER & <br />NUT (2 TYPICAL PER SIGN) <br />NOTE: ACCVAN ESSIBLE VANACCESS/BLES/GN (AS <br />REQUIRED) <br />1. LETTER/NGAND S YMBOL OG Y IN A CCORDANCE W/THLOCAL STANDARDS <br />AND GUIDELINES. <br />ADA PARKING SIGN DETAIL <br />C-501 / NOT TO SCALE <br />9'TOFACE <br />OF CURB <br />9' TO END <br />OFPARKING <br />STALL <br />NOTE <br />1. EDGE OFSYMBOLSNALLBE PARALLEL TO THEPARK/NC+STALL. <br />SYMBOL SHALL HAVENOORTHOGONAL EDGES. <br />Z. SYMBOLOGYINACCORDANCEW/TFILOCALS7ANDARDSANDGUIDELINES. <br />� ADA SYMBOL DETAIL <br />C-501 j NOT TO SCALE <br />5'-0" 6" <br />4"CONCRETEPAVEMENT <br />• a <br />=1 1 Li i w I I 1 I I'III-1 I I ' I I I I i I�T` I I I 11 171 <br />L- COMPACTED SUBGRADE <br />SIDEWALK WITH SIDE CURB <br />4"CONCRETEPAVEMENT <br />—1 I I�I I l r l l I�I I I III-1 I l III I I I� I I I 11 <br />COMPACTED SUBGRADE <br />STANDARD SIDEWALK <br />NOTE, <br />- MAX/MUMEXPANSIONJO/NT SPACING SHALL BE50FT. <br />- PROVIDEEXPANS/ONJO/NTSAT THE CURB AND WHERE SIDEWALKSABUTT <br />STRUCTURES OR OTHER SIDEWALKS <br />-PROVIDE DUMMY GROOVE CONTR4CT/ON JOINTS AT AN /NTFRVAL EQUAL <br />TO THE SIDEWALK WIDTH <br />CONCRETE SIDEWALKDETAILS <br />c-soy J NOT roSCALE <br />N 12" <br />EQ EQ <br />POST CAP <br />® 0.063"ALUM/NUMOR 16GAUGE <br />STEEL SIGN FLATE <br />4 = _ 3/8"OBOLT WITH WASHER & NUT (2 <br />M TYPICAL PER SIGN) <br />"VAN ACCESSIBLE" SIGN. 0.063" <br />ALUMINUM OR 16 GAUGE STEEL <br />= SIGN PLATE <br />Nei �o <br />318"0 BOLT WITH WASHER & NUT <br />(2 TYPICAL PER SIGN) <br />1-1/2"0STANDARD WEIGHT GAL <br />R STEEL PIPE POST <br />SLOPE TOP OF FOO TING A WA Y <br />FROMPOST <br />I II III •."-d-:-.••--• III r,IIT- <br />II- 1 I 12"000NCRETEFOOT/NG. <br />'I (I ....A 4. _ CONCRETE SHALL BE3000 PSI <br />MIX (MINIMUM). <br />• ' d 1/2"OX4"S7EEL ROD <br />III I� THRUPOST <br />• 11- <br />314" WASHED GRAVEL <br />DA41NAGELAYER <br />=III II <br />TRAFFIC S <br />C-501 NOT TO SCALE <br />GN POST DETAIL <br />1/2" Moo <br />JOINT SEALANT <br />v ----` <br />1!8"• Rp p <br />v •D v � v � <br />p v . <br />- v <br />. v _ <br />v p <br />EXPANSION JOINT <br />1/8" <br />JOINT SEALANT <br />v vc, D v <br />�J <br />CONTRACTION JOINT <br />TYPICAL <br />C-501 <br />NOT TO SCALE <br />PREMOLDED <br />EXPANSION JOINT <br />FILLER <br />SIDEWALKJOINTS <br />4^04 miffs BARN <br />a Haskell Company <br />MICHAEL JOSEPH SMITH <br />CIVIL ENGINEER <br />o� <br />rn <br />0 <br />N <br />O <br />o <br />0 <br />z <br />0 <br />� <br />z <br />o <br />0 <br />U <br />ai <br />LLI <br />0 <br />w <br />w <br />0 <br />a <br />o � <br />Q <br />o m <br />U <br />a I- <br />w <br />w <br />N <br />Q <br />c <br />cn <br />ZLL <br />P <br />m <br />m <br />0 J <br />} <br />� <br />W <br />p�N <br />o'�`b'-7�3�v��v,N <br />J <br />N <br />w <br />Z <br />Z <br />J <br />!" <br />m <br />Z <br />J <br />Z E- <br />I Z <br />J E- <br />w <br />Oa <br />U w <br />p <br />cl) <br />w <br />00 <br />!Q <br />z <br />z <br />Z <br />O <br />U <br />w <br />m <br />-13 <br />0 <br />n. <br />SHEET <br />IDENTIFICATION <br />C-501 <br />