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FE <br /> MAY 09 <br /> 2024 <br /> NOTES: <br /> 1 . SAWCUT AND SEAL JOINT WITH ASPHALT OIL. <br /> 2. DRIVEWAY APPROACH TO BE 4" HMA CLASS %2" PG <br /> 64-22 ASPHALT IN 2" LIFTS OR 4" OF CLASS 4000 <br /> P.C.C. MIX WITH COMPRESSIVE STRENGTH OF 3000 (n <br /> PSI WITHIN 3 DAYS, FROM ROAD TO PROPERTY LINE. <br /> MATERIAL TO BE DETERMINED BY THE ENGINEER. Q <br /> H- <br /> 3. HOT MIX ASPHALT OR CONCRETE TO BE PLACED L' J <br /> OVER COMPACTED SUBGRADE AND 4" OF CSTC <br /> COMPACTED TO 95%. 0 <br /> Ld <br /> 00 �SAhq 4. TYPICAL EDGE RADIUS: COMMERCIAL 15' <br /> O4\OS�T F� T O� SINGLE FAMILY 10' <br /> F <br /> SAWCUT F Y lnj� w <br /> DRIVEWAY APPROACH <br /> MATERIALS, SEE NOTE 3 <br /> Oh' EXISTING ASPHALT ROW <br /> 4)0 STREET <br /> RO���T Q' G' SAWCUT EDGE Q <br /> 4" HMA, SEE <br /> POINT A. NOTE 3 <br /> RDIUS <br /> SAE NOTE 5 SEE DESIGN STD VARIES w N <br /> 4, 5 AND 15 0O co <br /> o Q Q <br /> 4" CSBC (� <br /> COMPACTED SUBGRADE z <br /> O <br /> DRIVEWAY APPROACH DETAIL ~o SECTION A-A o N wDE <br /> � � w <br /> N Lo > <br /> EXPANSION JOINT @20' WITH SEALANT Ln w <br /> a <br /> . a d <br /> MIN 6" X 6 " #6 GAUGE WELDED <br /> CONCRETE CROSSING DETAIL WIRE MESH A-4 <br /> SCALE: NONE <br />