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Conform ® E.P. ESS/ <br /> M. <br /> 7. pp 9 <br /> � No. 21258 <br /> * <br /> EV. 9-JD-97 <br /> Conform s;f Clvl\� O�\N <br /> Existing Width CALIF <br /> 12' Min � See Note Below <br /> Existing yy� ��r,,// L <br /> TYPE D surface A >6 -41A CV <br /> 0.30' Asphalt Concrete over shapedgil (� <br /> and compacted native material. <br /> Conform ® E.P. Note: Width, length, and locations 0.60' Asphalt Concrete <br /> to be determined by Engineer. <br /> PAVEMENT REPAIR DETAIL <br /> i <br /> i I Conform <br /> TYPE E <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway. Conform ® E.P. <br /> On <br /> O D <br /> LEGEND <br /> Note: Paved frontages and driveways shall j Variable Depth Asphalt <br /> 0.00' <br /> be sloped to drain. Caution shall be � Concrete <br /> rri taken so as not to change existing <br /> Conform ® End Radii Depth of Asphalt Concrete <br /> 0.00' <br /> ^� D drainage patterns. Resurfacing of I o' I 0.08' Pavement Planing. <br /> existing paved frontages will be paid a I Limits of Asphalt Concrete <br /> for by Item No. 9, "Driveways Iw lI y I o Pavement Planing. <br /> (Type E) • `� 0 �' I w <br /> cV) R Conform to existing <br /> TYPICAL DRIVEWAYS TYPICAL INTERSECTION radii. <br /> M <br /> X <br /> r <br /> Z NO SCALE <br /> COUNTY OF SAN JOAQUIN CONSTRUCTION COPPEROPOLIS ROAD RESURFACING Sheet No. <br /> DETAILS Alpine Road to Jack Tone Road 4 of 5 <br /> Drawn By Dnte pro/�,ect Engineer Dnte Checked Date Submitted Date A r v t Recommended Dnte <br /> £' v» K-.S'�I3 ��'a,,,�,-T 1��93 U-ce�i ��/9.3 <br />