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EP <br /> Conform 4' Min <br /> q' See Note Below Existin <br /> C� EP 1 .1 1 .1 Surface <br /> Existing Width <br /> �— 12' Min 7: Conform — <br /> TYPE D 0.50' Asphalt Concrete <br /> 0.30' Asphalt Concrete over <br /> shaped & compacted native PAVEMENT REPAIR DETAIL <br /> Note: <br /> NOTE: Portion of existing concrete driveway shall Approximate dimensions used for estimating purposes <br /> be removed from the edge of pavement are available upon request. Dimensions and locations <br /> to the distance listed above. Concrete shall ore subject to change at the engineer's discretion. <br /> be saw cut to provide a neat joint at all <br /> conform line. <br /> v <br /> 2 CONCRETE DRIVEWAYS <br /> Stn 16+98 (Lt) <br /> o Sto 24+50 (Lt) <br /> n <br /> o n <br /> = o <br /> a <br /> v z T EP <br /> i <br /> Conform <br /> m ® EP R R 4' * Place a catch 3 <br /> ot <br /> basin filter z �j <br /> o — 9 <br /> Existing Width <br /> Conform co E <br /> > 12' Min. w <br /> 9 C <br /> TYPE E STORM DRAIN INLET E <br /> Variable depth Asphalt Concrete over PROTECTION UNIT DETAIL ® o S <br /> existing paved driveway and Paved Frontages ^ y <br /> # Sto 10+38 to Sta 14+18 (Rt) 6' NOTE: Q o - —` <br /> cl) in The Storm Drain Inlet Protection Unit Ccc m <br /> (Catch Basin Filter) is to remain in place mTm > o <br /> r n TYPICAL DRIVEWAY DETAILS and functioning from the beginning of the 0 <br /> pNOTE: Paved frontages to be paid for as Type E driveway. working days until the end of the project. 0 c g <br /> LJJ tU rC <br /> UZ 0 < �c <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS Cte Highway <br /> AVENUE RESURFACING sheet No. <br /> (State Route 88 to Leonardini Rood) 1 6 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE I CHECKED DATE APPROVAL RECOMMENDED DATE <br /> D. Sombini 12/07 /71/L o7 1 AAkZd& /j lJ <br />