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Const. <br /> • Limits of Clearing and Grubbing <br /> 3' 3' 111 — i — 11' A3' 3' <br /> 20� Pavement Reinforcing Fabric <br /> Conform $% _Var. Var. gy Conform <br /> 0.21 ' Asphalt Concrete Overlay <br /> Shoulder Backing Existing Roadway <br /> (Typical <br /> TYPICAL SECTION <br /> Sta. 0+00 to Sta. 22+ 10 <br /> o GENERAL NOTES: <br /> 0 <br /> K n 1. Asphalt Concrete used for Pavement Repair <br /> Dv II F shall be placed in layers which do not <br /> exceed 0.5' in compacted thickness. <br /> Ln • Limits of Mailbox Relocation 2. Placement of Asphalt Concrete Surfacing <br /> n • 2' — Sta. 14+50t to Sta. 22+00 Rt. shall not begin until Asphalt Concrete <br /> used for Pavement Repair has been in <br /> place for a minimum of 36 hours. <br /> X rrn 3. The contractor shall place shoulder backing <br /> y Z material so as not to obstruct the existing <br /> 0 > drainage. <br /> m <br /> G1 V <br /> lu <br /> M0.&A-lc <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION LOOMIS AVENUE RESURFACING Sheet Na. <br /> South Hwy. 99 Frontage Rd. to West End 2 of 4 <br /> Drawn By Date Project Engineer Date Checked Date y' " � �S`ubmitted Date ro I ecommended Date <br /> P1719A KCbte.Gt �c 9K93 9 93 l aoprw a"wu <br />