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LANDSCAPE <br />AREA20' X 40' OVAL <br />CONCRETE STAGE <br />6" CONCRETE SLAB <br />REFER TO STAGE SECTIONS ON SHEET <br />AS-101. FINISH SHALL BE A SMOOTH <br />TROWEL FINISH, REFER TO LANDSCAPE <br />SHEET L1.1. <br />25.5' WALKWAY LANDSCAPE AREA <br />(VARIES) <br />12' WALKWAY <br />8" COMPACTED <br />LIMEROCK <br />6" CONCRETE <br /> SURVEY <br />PROPOSED <br />PICKET FENCE <br />REFER TO DETAIL 1/C-12 <br />(THIS SHEET) <br />TYPICAL SECTION <br />N.T.S. <br />C <br />C-12 <br />2' CLEARANCE <br />EXISTING 10.5' WALL <br />BY CHATEAU BEACH <br />LANDSCAPE <br />AREA <br />2% MAX <br />LANDSCAPE <br />AREA <br /> SURVEY <br />8" COMPACTED <br />LIMEROCK <br />TYPICAL SECTION <br />N.T.S. <br />A <br />C-12 <br />2% MAX <br />REFER TO L1.1 <br />FOR FINISH <br />& SCORING <br />MATCH EXIST. ELEVATION <br />AT CURB <br />BRICK PAVERS INSTALLED WITH SUNNY ISLES <br />BEACHWAVE SIDEWALK PATTERN. REFER TO <br />LANDSCAPE SHEET L1.1. <br />REFER TO DETAILS D & E FOR INSTALLATION. <br />EXIST. ASPHALT <br />TO REMAIN <br />EXIST. CURB & GUTTER <br />TO REMAIN <br />TYPICAL SECTION <br />N.T.S. <br />B <br />C-12 <br />8" COMPACTED <br />LIMEROCK <br />6" CONCRETE <br />2% MAX <br />FINISH SHALL BE A DESIGN OF <br />SMOOTH TROWEL FINISH AND <br />EXPOSED SHELL AGGREGATE. <br />REFER TO L1.1 <br />FOR FINISH & SCORING <br />2% MAX. <br />PROPOSED WALL <br />TROWELED CONC. EDGE RESTRAINT <br />6" LIMEROCK BASE COMPACTED TO 95% DENSITY <br />PER AASHTO T-180 <br />2" COMPACTED CONSTRUCTION SAND <br />STABILIZED SUBGRADE COMPACTED TO <br />95% MODIFIED PROCTOR DENSITY <br />EXISTING CURB AND GUTTER, TYP. <br />EXISTING ROADWAY <br />MATERIALSPROPOSED IMPROVEMENTS <br />CONCRETE PAVERS; SEE HARDSCAPE PLAN FOR <br />LAYOUT AND MANUFACTURER SPECIFICATION <br />CONCRETE PAVERS EDGE CONDITION; SEE HARDSCAPE PLAN FOR <br />LAYOUT AND MANUFACTURER SPECIFICATION <br />EXISTING CURB AND GUTTER, TYP. <br />FOR SLOPES SEE CIVIL DWGS. <br />CONCRETE PAVERS; SEE HARDSCAPE PLAN FOR <br />LAYOUT AND MANUFACTURER SPECIFICATION <br />3000 PSI POURED CONCRETE <br />SLAB AND FOUNDATION <br />8'-0" <br />6" LIMEROCK BASE COMPACTED TO 95% DENSITY <br />PER AASHTO T-180 <br />STABILIZED SUBGRADE COMPACTED TO 95% <br />MODIFIED PROCTOR DENSITY <br />EXISTING ROADWAY <br />MATERIALSPROPOSED IMPROVEMENTS <br />CONCRETE PAVERS EDGE CONDITION; <br />SEE HARDSCAPE PLAN FOR LAYOUT AND <br />MANUFACTURER SPECIFICATION <br />10" <br />CONCRETE DRIVEWAY - SEE DETAIL 7; LM-03 <br />8" <br />1' <br />- <br />0 <br />" <br />6" <br />9' <br />- <br />5 <br />" <br />1" MORTAR SETTING BED <br />1" VERT. PVC DRAIN PIPE W/ SCREEN ON TOP AT EA. <br />CORNER OF CONC. DRIVEWAY APRON <br />1/2" EXPANSION JOINT <br />RI <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />W <br />A <br />Y <br /> <br />L <br />I <br />N <br />E <br />COLLINS AVE TRAVEL LANE <br />CONC. SLABS AND PADS <br />1 <br />2" TYPICAL RADIUS <br />1 <br />2" THICK CONTINUOUS PRE-MOLDED EXPANSION <br />JOINT WITH RECESSED (1/2") EPOXY SEALANT ON <br />TOP (COLOR TO BE APPROVED BY LANDSCAPE <br />ARCHITECT) <br />STABILIZED SUBGRADE <br />SIDEWALK PAVING DETAILS <br />N.T.S. <br />D <br />C-12 <br />DRIVEWAY APRON SECTION DETAIL <br />N.T.S. <br />E <br />C-12 <br />CONC. EXPANSION JOINT SECTION DETAIL <br />N.T.S. <br />F <br />C-12 <br />NOTES: <br />FOR LAYOUT SPECIFICATIONS REFER TO LANDSCAPE SHEET L.1.1. <br />AT DRIVEWAY LIMITS, PAVERS SHALL BE MORTAR SET. <br />SEE LAYOUT <br />FENCE PICKETS SHALL BE <br />INTEGRAL TO POSTS <br />RAILS AND NOT SURFACE <br />WELDED <br />2-1/2" [64MM] SQ. 0.093" <br />ALUMINUM POST. <br />1" [25MM] SQ 0.065" <br />ALUMINUM PICKET. <br />1 3/4" [45MM] SQ ALUM. <br />FORERUNNER RAIL <br />FLAT CAP FLAT POST CAP <br />6" <br />4" <br />2" (51 MM) <br />3 3 <br />4" <br />H=5' <br />FENCE SECTION ELEVATION <br />N.T.S. <br />G <br />C-12 <br />7'-6" <br />RI <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />W <br />A <br />Y <br /> <br />L <br />I <br />N <br />E <br />6" <br />6" <br />FOR FOOTING DESIGN <br />REFER TO STRUCTURAL <br />DETAIL 7/S-3 <br />NOTE: <br />SIGNED AND SEALED ENGINEERED: <br />SHOP DRAWINGS REQUIRED FOR REVIEW AND APPROVAL BY THE CITY OF <br />SUNNY ISLES BEACH BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. <br />68 <br />6 <br />1 <br /> <br />S <br />. <br />W <br />. <br /> <br />1 <br />9 <br />6 <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />3 <br />0 <br />2 <br />3H <br />P <br />E <br />U <br />R <br />N <br />H <br /> <br />3 <br />L <br />Q <br />H <br />V <br /> <br /> <br />) <br />O <br />R <br />U <br />L <br />G <br />D <br /> <br />ā <br /> <br /> <br /> <br /> <br /> <br /> <br />3K <br />R <br />Q <br />H <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />ā <br /> <br />) <br />D <br />[ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />CE <br />R <br />T <br />I <br />F <br />I <br />C <br />A <br />T <br />E <br /> <br />O <br />F <br /> <br />A <br />U <br />T <br />H <br />O <br />R <br />I <br />Z <br />A <br />T <br />I <br />O <br />N <br /> <br />N <br />O <br />. <br /> <br />0 <br />0 <br />0 <br />0 <br />8 <br />3 <br />6 <br />5 <br />SA <br />M <br />S <br />O <br />N <br /> <br />O <br />C <br />E <br />A <br />N <br />F <br />R <br />O <br />N <br />T <br /> <br />P <br />A <br />R <br />K <br />CI <br />V <br />I <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />17 <br />4 <br />2 <br />5 <br />/ <br />1 <br />7 <br />4 <br />5 <br />1 <br /> <br />C <br />O <br />L <br />L <br />I <br />N <br />S <br /> <br />A <br />V <br />, <br /> <br />S <br />U <br />N <br />N <br />Y <br /> <br />I <br />S <br />L <br />E <br />S <br />, <br /> <br />F <br />L <br /> <br />3 <br />3 <br />1 <br />6 <br />0 <br />C-12 <br />12 16 <br />14026 <br />M-DWASD AGREEMENT ID 21988 <br />THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL