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2" TYPE S-II.1 ASPHALTIC CONCRETE <br />AND BITUMINOUS PRIME COAT. <br />(PER FOOT, SEC 331) <br />B" LIMEROCK BASE PER-' <br />F. D. 0. T. SEC. 913 12" COMPACTED SUBGRADE <br />COMPACTED TO 95%OF THE COMPACTED TO 95% OF THE <br />MAXIMUM DRY DENSITY PER MAXIMUM DRY DENSITY PER <br />ASTM D-1557 OR AASHTO T -SBO ASTM D-1557 OR AASHTO T-180 <br />TYPICAL HEAVY DUTY PAVEMENT SECTION <br />N. T. S <br />COLLINS AVENUE <br />N. T. S. <br />DESIGN SPEED - 35 MPH <br />MILLING <br />MILL E%ISTINO ASPHALT PAVEMENT �f• AVO. OEPTHI <br />(1-3/4• BEL ON LIP OF GUTTER T LON SIOE) <br />RESURFACING <br />I' ASPHALTIC CONCRETE FRICTION COURSE FC -9.5 (110 LBS/SY RUBBER) <br />TYPE 'A' J <br />JOINT <br />P. T.�5' -0" 1 TYP, ) Pp <br />,%ANEW SIDEWAL�oB pplW.�V,PER FT. <br />SLOPE o Q <br />lrl��I'=/ ,� O <br />TYPE "B" P. C. T—�- <br />EXIST. SIDEWALK BACK OF iv, <br />A <br />JOINT WALK LINE <br />cc <br />TYPE "A" JOINT LIJ OJ <br />PLAN SECTION A -A GUTTER 2. _0.. .TYPE 1 STANDARD 81 CURB Z; Z Lt_ <br />EDGE OF PAVEMENT � <br />Q � <br />III��,.,,II,,,-��-III I �,-[1-45 t�-,� GUTTE I Cn w <br />4dR-� II L 4dR-t�"u. q q FDCn <br />I NESHOGRADE TYPE 2 SURFACE AS SPECIFIED WN TOB° — <br />uu �� t w z: z _ <br />4a PREMOLDED EXPANSION 6" <br />JOINT MATERIAL 6 1 -6° Q � J <br />TYPE ' A" TYPE " B' TYPE " C" 2 R m � O O Z <br />TYPICAL ELEVATION <br />in ASP" SURFACE c iD 2° 3" (, Z <br />JOINT DETAILS x" BASE io I 3/4' O <br />STANDARD CURB NOSING <br />CONCRETE SIDEWALK N. T. S. e .I In m L o <br />PER CITY OF SUNNY ISLES I. - <br />STANDARDS <br />TYPE " D" CURB TYPE 'IF" CONCRETE <br />CURB G GUTTER <br />N. T. S. N. T. S. <br />N <br />io <br />In <br />2 -0 - <br />VALLEY <br />VALLEY GUTTER <br />N. T. S. <br />A,ggqlCl!!!p't <br />V- - () ; J. <br />No <br />`U TE OF <Ci e <br />,,,SA 6ggA <br />SITE AND PAVING DETAILS <br />revlslon/I <br />drawn N. SERRATE <br />checked L. SERRATE <br />approved R. VARGAS <br />pro! no 12007-01 <br />scale AS SHOWN <br />date OCT 16, 2012 <br />cad ref 12007-12 <br />RODOLFO J. VARGAS <br />PE • 35648 <br />drawing <br />C-2 <br />Z <br />o � <br />m <br />¢ R <br />C <br />Z <br />o a <br />N p <br />G <br />W6 N <br />C <br />LL <br />0 <br />x ~ LL V <br />o v <br />0 <br />W <br />p <br />J 2 I <br />j G S f <br />U <m <br />2U, <br />A V LL <br />0 - ^ <br />J LL <br />e C <br />J~ <br />W <br />U w x <br />4 <br />W <br />I LL <br />- n <br />mN <br />VIII N <br />N.. <br />I, <br />w �^ <br />J <br />m <br />I�)I <br />iUU <br />0 <br />m <br />m <br />GO <br />TYPE 'A' J <br />JOINT <br />P. T.�5' -0" 1 TYP, ) Pp <br />,%ANEW SIDEWAL�oB pplW.�V,PER FT. <br />SLOPE o Q <br />lrl��I'=/ ,� O <br />TYPE "B" P. C. T—�- <br />EXIST. SIDEWALK BACK OF iv, <br />A <br />JOINT WALK LINE <br />cc <br />TYPE "A" JOINT LIJ OJ <br />PLAN SECTION A -A GUTTER 2. _0.. .TYPE 1 STANDARD 81 CURB Z; Z Lt_ <br />EDGE OF PAVEMENT � <br />Q � <br />III��,.,,II,,,-��-III I �,-[1-45 t�-,� GUTTE I Cn w <br />4dR-� II L 4dR-t�"u. q q FDCn <br />I NESHOGRADE TYPE 2 SURFACE AS SPECIFIED WN TOB° — <br />uu �� t w z: z _ <br />4a PREMOLDED EXPANSION 6" <br />JOINT MATERIAL 6 1 -6° Q � J <br />TYPE ' A" TYPE " B' TYPE " C" 2 R m � O O Z <br />TYPICAL ELEVATION <br />in ASP" SURFACE c iD 2° 3" (, Z <br />JOINT DETAILS x" BASE io I 3/4' O <br />STANDARD CURB NOSING <br />CONCRETE SIDEWALK N. T. S. e .I In m L o <br />PER CITY OF SUNNY ISLES I. - <br />STANDARDS <br />TYPE " D" CURB TYPE 'IF" CONCRETE <br />CURB G GUTTER <br />N. T. S. N. T. S. <br />N <br />io <br />In <br />2 -0 - <br />VALLEY <br />VALLEY GUTTER <br />N. T. S. <br />A,ggqlCl!!!p't <br />V- - () ; J. <br />No <br />`U TE OF <Ci e <br />,,,SA 6ggA <br />SITE AND PAVING DETAILS <br />revlslon/I <br />drawn N. SERRATE <br />checked L. SERRATE <br />approved R. VARGAS <br />pro! no 12007-01 <br />scale AS SHOWN <br />date OCT 16, 2012 <br />cad ref 12007-12 <br />RODOLFO J. VARGAS <br />PE • 35648 <br />drawing <br />C-2 <br />