Laserfiche WebLink
UNITS OF ASPHALT <br /> ( ---- (50' MIN.) <br /> IT <br /> i -�--1 <br /> TRANSVERSE <br /> =a. I PLAN <br /> a 1 CONSTRUCT <br /> z x t NEW i <br /> >z '�i z t.,_ PAVEMENT <br /> 1- izQ f'2''Z'' <br /> a MO <br /> -71 <br /> - - --'I TRENCH ~ - - _ <br /> z_ <br /> I_ q. <br /> !\\ - OF ROADWAY <br /> `LONGITUDINAL <br /> 2PLAN EXISTING PAVEMENT G> <br /> >z SHALL BE SAWED ALONG EXISTING <br /> A NEAT STRAIGHT UNE PAVEMENT <br /> T 1 <br /> PLAN <br /> - DITCH WIDTH (W) + 3' <br /> MATCH EXISTING ASPHALT TYPEf. SURFACE JOINT <br /> THICKNESS PER FOOT STANDARDS <br /> y <br /> �EXISTING SURFACE <br /> • <br /> EXISTING UMEROCK BASE <br /> " .." REPLACEMENT BASE <br /> EXISTING SUBBASE <br /> 1.5' 1.5' (:MFRAI NOTES <br /> DITCH (W) <br /> 1. REPLACE BASE MATERIAL OVER OPEN-CUTS SHALL BE TWICE THE <br /> W-OUT9DE DIAMETER THICKNESS OF THE ORIGIANL <br /> OF PIPE+2' <br /> 2. BASE MATERIAL SHALL BE COMPACTED TO 98% DENSITY, AAS.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 V, ARIES / SAWED COMPLETELY THROUGH. <br /> CONDITIONS MAY DICTATE VARIATIONS AS PER CITY <br /> ENGINEER. 4. BASE MATERIAL SHALL HAVE A MIN. CARBONATE OF 70% (60% FOR <br /> I LOCAL STREETS). <br /> • RESTORATION MAY BE REQUIRED FROM GUTTER TO J 12• VARIES 12.L,_ 5. SUB GRADE MATERIAL SHALL BE COMPACTED TO 98%OF MAXIMUM <br /> GUTTER IN THE EVENT BOTH LANES ARE DISTURBED. MIN. MIN. DENSITY, PER AASHTO T-180. <br /> SECTION A-A 6. IF THE DITCH IS FILLED TEMPORARILY, IT SHALL BE COVERED WITH A <br /> 1•THICK ASPHALT CONCRETE PATCH TO KEEP THE FILL MATERIAL <br /> FROM RAVEUNG, AND BE MAINTAINED UNTIL REPLACED WITH A <br /> PERMANENT PATCH. <br /> 7. SURFACED TREATED PAVEMENT JOINTS SHALL BE MILLED AND <br /> BUTT-JOINED. <br /> 8. SURFACE MATERIAL WILL BE CONSISTENT WITH THE EXISTING SURFACE. <br /> 9. 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 /> 047Ak18070 COWNS <br /> ikAVENUE FLEXIBLE PAVEMENT RESTORATION FOR TO <br /> Ital SUNNY , <br /> ISLES BEACH <br /> FL 33160 ' TRENCHES CUT IN PUBLIC RIGHTS-OF-WAY FIGURE <br /> SCALE 1 <br /> ATTACHMENT "A" <br />