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Const. <br /> 0.30' Asphalt Concrete over 4' 40 10' i <br /> VA <br /> shaped and compacted native Existing Driveway o <br /> Surface .� <br /> Conform ® E.P. o A.C. Overlay <br /> EP _ _ Li I <br /> - _ — — —�� _4% <br /> -171T[T-'T-1 <br /> 1-1-1-1-1 -11T1T1T1T1 , 1T-1T1T1T1T1T1 -00 <br /> Conform I 0.30' Asphalt Concrete <br /> Existing Width <br /> 12' Min. DRIVEWAYS TYPE F <br /> Sta. 26+50 (Lt.), 37+05 (Lt.), <br /> TYPED Sta. 38+60 (Lt.) & Sta. 90+10 (Rt.) <br /> m <br /> 0 <br /> Ch <br /> -11 <br /> rt <br /> N <br /> 4' Min. <br /> R4 D Variable depth Asphalt Concrete See Note Below <br /> 0 over existing paved driveway Existing <br /> Surface <br /> N m Conform @ E.P. <br /> 4- D EP - - - - - - - <br /> -!- -!-!-!- - - - -!-,-,- 0.30 Asphalt Concrete p <br /> Conform ' <br /> Note: Width (4 minimum). <br /> R = Conform to Approximate dimensions used for estimating <br /> existing radii purposes are available upon request. <br /> Dimensions and locations are subject <br /> to change at Engineer's discretion. , <br /> TYPE E 1 o <br /> A TYPICAL DRIVEWAYS PAVEMENT REPAIR DETAIL s ` <br /> D <br /> rrl 1 i <br /> ..� M <br /> M <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS TRETHEWAY ROAD RESURFACING Sheet No. <br /> (Kettleman Lane to Locke Road) 6 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE DATE APPROVAL RECOMMENDED DATE <br />