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Conform ® E.P. <br /> E.P. <br /> Woodward Ave <br /> 7 <br /> Q +Q- <br /> Conform ® Existing Width <br /> 24't i End Radii 12' Min. <br /> *R Conform to <br /> existing radii 0 i 0.30' Asphalt Concrete over shaped <br /> E i and compacted native material. <br /> Y <br /> TYPE D <br /> INTERSECTION DETAIL <br /> Conform ® E.P. <br /> See Note Below <br /> Existing Surfacing <br /> i t <br /> -------- ---------- it I <br /> 0.70' Asphalt Concrete <br /> Varible depth Asphalt Concrete <br /> ,.a „ over existing paved driveway. <br /> T <br /> PAVEMENT REPAIR DETAIL TYPE E = D ; " '% NG <br /> • a *R Conform to <br /> m existing radii f per_ <br /> Note: Width, length and locations to be -- <br /> determined by the Engineer. TYPICAL DRIVEWAY D V,y-P" <br /> I WTO <br /> 0 <br /> a <br /> A <br /> m <br /> A <br /> 11 0COUNTY OF SAN JOAQUIN sh Id <br /> "o SCALE CONSTRUCTION DETAILS WOODWARD AVENUE RESURFACING Oakwood Lake to At ort Wa o <br /> Drawn By Date Project E linear I Date pChocked Dore I Submitted Date A r I Recommended Date <br /> 8 d-.' (9 o V 690 I l/Lwad i <br />