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NOTE: Existing driveway paving at Sta. 119+40 (Lt.) <br /> shall be obliterated. See General Note 2. on sheet 2 <br /> for method and payment. <br /> See Note Below <br /> Existing <br /> Conform ® E.P. Surface <br /> EP <br /> R R <br /> 0.50' Asphalt <br /> Concrete <br /> Conform Note: <br /> 012' ® Sta. 137+70 (Lt.) Width, length and locations to be <br /> 014' ® Sta. 49+50 (Lt.) determined by the Engineer. <br /> Variable depth Asphalt Concrete Sta. 212+70 (Lt. <br /> over existing paved driveway. Sta. 213+40 ((Rt.) PAVEMENT REPAIR DETAIL <br /> Sta. 215+80 (Rt.) <br /> Sta. 218+30 Rt. <br /> TYPE E <br /> 5F <br /> O r <br /> m <br /> ,�., Conform ® E.P. fESSIp�,� <br /> o EP `Qs� M• H� <br /> No. 21258 <br /> it <br /> Up. 9-3D-01 <br /> Conform J�T� CIVIL R�\P <br /> Existinq Width <br /> 12' Min. <br /> 0.30' Asphalt Concrete over <br /> shaped and compacted native <br /> material. <br /> M £ TYPE D <br /> � 011' ® Sta. 73+70 (Lt.) <br /> 14' ® Sta. 50+30 (Lt.) <br /> TYPICAL DRIVEWAYS <br /> SANTA FE ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS (Stanislaus River to Escalon City Limits) 8 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE _/SUBMITTED DATE APPROV ECOMMENDED DATE <br />