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0.25' Asphalt <br /> Exist Concrete (Type B) Existing 4' Minimum <br /> Surface — — 9 (See Note Below) <br /> Surface <br /> :. . .; I 4 t x 4 f x 0 25 yP) <br /> Slurry Concrete Apron. <br /> with <br /> Cement4—#4 bars each way - LO.50' Asphalt Concrete <br /> Backfill �u'. <br /> Note: Approximate dimensions and locations used <br /> 2" (Typ) for estimating purposes are available upon <br /> 6" �D 6" request. Dimensions and locations are <br /> OD + 1' <br /> subject to change at Engineer's discretion. <br /> TRENCH DETAIL <br /> UNDER PAVEMENT CONCRETE APRON DETAIL PAVEMENT REPAIR DETAIL <br /> o <br /> N_ <br /> O <br /> .Zl <br /> O <br /> m <br /> n <br /> N <br /> O <br /> / D <br /> � (7 <br /> � D <br /> 0 <br /> v <br /> o m <br /> a <br /> N D Variable depth Asphalt 0.30' Asphalt Concrete Note: Portion of existing concrete driveway shall <br /> M Concrete over existing over shaped and be removed 6't from the edge of pavement <br /> paved driveway Conform ® EP compacted native material Conform ® EP as determined by the engineer. Concrete <br /> shall be saw cut to provide a neat joint at <br /> _EP _ EP the conform line. <br /> R R -- -I-I-I- - ---I-I-I---I-I-I-I-I-I-I Concrete Driveways <br /> -I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I , <br /> � 6 -I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-I 6 <br /> 1:1 - I I�I I I�I I I I�I�I�I II 1:1 <br /> -I-I-I-I- -I-I-I---I-I-I-I-I Sta 24+65 (Left) Sta 59+31 (Right) <br /> Sta 25+80 (Left) Sta 68+30 (Right) <br /> \� Conform TYPE E TYPE D Conform <br /> � Sta 27+75 (Left) <br /> Sta 28+42 (Left) <br /> Existing Width Sta 48+42 (Left) <br /> v DRIVEWAYS 12' Min Sta 64+24 (Left) <br /> a Sta 65+60 (Left) <br /> v M Sta 97+82 (Left) <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTON DETAILS PRESCOTT ROAD RESURFACING Sheet No. <br /> 6 of 8 <br /> DRAWN BY DATE PROJECT ENG EER DATE CHECKED DATE <br /> L. Aguilar J—L,,w, � �-6��� �- �/ <br />