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Const. <br /> Limits of Clearing and Grubbing <br /> o <br /> 2 4 4' 4' 12' 1 2' 4' 4 4. 2. <br /> I J <br /> 24' Pavement Reinforcing Fabric i1 <br /> ConformY — ✓°i _ ✓°� u°i <br /> �Or <br /> � Conform �1 <br /> 0.25' A. C. Overlay Existing Roadway Shoulder Backing <br /> 1Q Limits of Mailbox relocation. Variable Depth (Typ.) E%z <br /> GENERAL NOTES TYPICAL SECN ►1. <br /> TIO /Y <br /> 9 <br /> i. Placement of Asphalt Concrete Surfacing shall not begin until (Sto. 6+50 to Sta. 96+00) !¢' No. 21258 A <br /> Asphalt Concrete used in pavement repair has been in place for <br /> Exp. 9-3D-01 <br /> a minimum of 12 hours. CiVI R�\e <br /> 2. Asphalt Concrete shall be placed as noted below: CAQ1 'J <br /> i ` <br /> 2. <br /> 0.25A.C. Thickness — Two (2) layers of approximate equal thickness <br /> with pavement reinforcing fabric on the existing pavement surface. <br /> f > 3. Place Survey Monument Frame & Cover at Sta. 84+38.77. Exact location <br /> to be determined by the Engineer. Refer to S.J.Co. Std. Dwg. CW—M1 . <br /> Conform ® E.P. Conform ® E.P. R = Conform to <br /> C <br /> 4. Survey Monument Frames and Covers shall be adjusted to finished grade Exist. radius <br /> at Sta. 31+50.86 and Sta. 58+12.64. Exact location to be determined <br /> by the Engineer. <br /> � See Note Below <br /> Existing Surface i/ I — I <br /> Existing Width Conform <br /> Existin Width Conform <br /> 'a - - - - - - - - 12' Min. 12' Min. <br /> z <br /> _ — — — — — — — — — — — — — — 0.30' Asphalt Concrete over shaped Variable depth Asphalt Concrete <br /> and compacted native material. over existing paved driveway. <br /> Note: Width, length and locations to <br /> � be determined by the Engineer. 0.70' Asphalt Concrete TYPED TYPE E <br /> N <br /> z PAVEMENT REPAIR DETAIL TYPICAL DRIVEWAYS <br /> $ COUNTY OF SAN JOAQUM NO SCALE TYPICAL SECTION AND WEST RIPON ROAD RESURFACING sheet No. <br /> m CONSTRUCTION DETAILS (Austin Road to Ripon City Limits) 2 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMRTED DATE AP RECOMMENDED DATE <br /> 7198 �z.� <br /> �'...+..a. .+! .Y.m. /0/98 <br />