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1 <br /> UNITS OF ASPHALT <br /> (50' MIN.) <br /> --— -- Q TRANSVERSE <br /> _ PLAN <br /> a w CONSTRUCT <br /> S Z S z NEW <br /> N i o PAVEMENT <br /> Zw <br /> Z < O: In Z <br /> v a Ea <br /> - — J - - TRENCH �- - - - <br /> z_ <br /> \\\-- <br /> FL OF ROADWAY <br /> `LONGITUDINAL <br /> Z N PLAN EXISTING PAVEMENT S <br /> SHALL BE SAWED ALONG EXISTING <br /> A NEAT STRAIGHT UNE PAVEMENT <br /> PLAN <br /> DITCH WIDTH (W) + 3' - <br /> MATCH EXISTING ASPHALT TYPE SURFACE JOINT <br /> SP-9.5 (1.5-) & SP-12.5 (1.5") <br /> THICKNESS PER FDOT STANDARDS <br /> •--- _._•_.." <br /> EXISTING TT: TTT :. <br /> • • • • • d <br /> I 12• . EXISTING UMEROCK BASE <br /> L — — — — — REPLACEMENT BASE J <br /> COSTING GEO-FABRIC / - - - <br /> SEE NOTE b6 <br /> 1.5' 1.5' GENERAL NOTES <br /> DITCH (W) - <br /> 1. REPLACE BASE MATERIAL OVER OPEN-CUTS SHALL MATCH THE <br /> W-OUTSIDE MATER THICKNESS OF EXISTING BASE. <br /> OF PIPE+2' <br /> 2. BASE MATERIAL SHALL BE COMPACTED TO 98% DENSITY, A.A.S.H.T.O. <br /> • ASPHALT EXTENTS SHALL BE ONE LANE OR 50' MIN. T-180, APPROVED SUB-BASE TO BE COMPACTED IN 6"LAYERS - <br /> 98% DENSITY. <br /> DIAMETER 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY <br /> • TYPICAL SHOWN IS FOR AVERAGE CONDITIONS, FIELD VARIES SAWED COMPLETELY THROUGH. <br /> CONDITIONS MAY DICTATE VARIATIONS AS PER CITY 4. BASE MATERIAL SHALL HAVE A MIN. CARBONATE OF 7D% (60% FOR <br /> ENGINEER. I I LOCAL STREETS). <br /> • RESTORATION MAY BE REQUIRED FROM GUTTER TO 112, VARIES 12•L 5. SUB GRADE MATERIAL SHALL BE COMPACTED TO 98%OF MAXIMUM <br /> GUTTER IN THE EVENT BOTH LANES ARE DISTURBED. ---x__111 MIN. MIN. DENSITY, PER AASHTO T-180. <br /> SECTION A—A 6. IF THE DRCH IS FILLED TEMPORARILY, R SHALL BE COVERED WITH A <br /> r THICK ASPHALT CONCRETE PATCH TO KEEP THE FILL MATERIAL <br /> FROM RAVELING,AND BE MAINTAINED UNTIL REPLACED WITH A <br /> PERMANENT PATCH. <br /> 7. SURFACED TREATED PAVEMENT JOINTS SHALL BE MILLED AND <br /> BUR-JOINED. <br /> 8. SURFACE MATERIAL WILL BE CONSISTENT WITH THE EXISTING SURFACE. <br /> 9. TENCATE MIRAFI RS380I STABIUZATION/REINFORCEMENT GEOTEXTILE <br /> (OR APPROVED EQUAL) BELOW BASE & SURFACE. <br /> 10.ALL STRIPING, REFLECTORS OR OTHER MARKING OBLITERATED OR <br /> DAMAGED BY OVERLAYING SHALL BE RESTORED IN ACCORDANCE WITH <br /> FDOT STANDARDS AND TO THE SATISFACTION OF THE CITY OF SUNNY <br /> ISLE BEACH. <br /> CITY OF SUNNY ISLES BEACH <br /> STANDARD ROAD DETAIL FEBRUARY <br /> NOT 2016 <br /> Allis4P"to 18070 COW NS <br /> AVENUE FLEXIBLE PAVEMENT RESTORATION FOR TO <br /> ���• <br /> SUNNY FL ISLES BEACH, FIGURE <br /> TRENCHES CUT IN PUBLIC RIGHTS-OF-WAY <br /> SCALE 1 <br /> N.E. 174TH STREET <br />