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D <br />v <br />m <br />z <br />D <br />m <br />V) <br />v <br />m <br />m <br />m <br />z <br />0 <br />AC TRANSITION <br />0.25'-0.35' <br />AC OVERLAY <br />PAVEMENT REPAIR <br />EXISTING ROADWAY <br />SURFACE <br />0.10' <br />PAVEMENT REPAIR DETAIL <br />DIA OR SQ <br />12" <br />AC OVERLAY 6„ <br />STANDARD FRAME AND <br />COVER ASSEMBLY <br />(REFER TO SJCO STD <br />DRAWING CW—Ml) <br />SEXIST SURVEY MONUMENT <br />TO REMAIN IN PLACE AND <br />UNDISTURBED <br />SURVEY MONUMENT DETAIL <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />R. `Y. II/101 142y,�,,.. ti(� <br />NO SCALE <br />DATE <br />CONFORM ® EP <br />EP <br />�k 6' 1:1 <br />CONFORM <br />EXISTING ROADWAY <br />SURFACE 12' MIN <br />EXISTING WIDTH <br />0.30' ASPHALT CONCRETE OVER SHAPED <br />- 0.35' AND COMPACTED NATIVE MATERIAL <br />TYPE D <br />�c NOTE: PORTION OF EXISTING CONCRETE DRIVEWAY <br />FROM EDGE OF PAVEMENT TO 6' BEYOND SHALL BE <br />REMOVED. CONCRETE SHALL BE SAW CUT TO PROVIDE <br />A NEAT STRAIGHT JOINT AT THE CONFORM LINE. THE <br />AFFECTED DRIVEWAYS ARE LOCATED AT: <br />STA 15+66 RT <br />STA 16+24 RT <br />STA 17+05 LT <br />STA 18+20 LT <br />STA 38+52 LT <br />CONSTRUCTION <br />DETAILS <br />CHECKED <br />DATE <br />V3V, <br />SEP <br />T' <br />6 <br />R=CONFC <br />EXISTING <br />VARIABLE DEPTH ASPHALT CONCRETE <br />OVER EXISTING PAVED DRIVEWAY <br />TYPE E <br />CONFORM ® EP <br />TYPICAL DRIVEWAYS <br />CARROLTON ROAD RESURFACING <br />(State Highway Route 120 to Lone Tree Road) <br />Sheet No. <br />5 of 6 <br />