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Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> 8' 4' 12' 12' 4' 8' <br /> 24' Pavement Reinforcing Fabric <br /> I <br /> Conform Var• - Var. Var. _ V-2,- Conform <br /> Gravel Shoulder (Typ.) QP F //DONq <br /> Existing Roadway 0.25' Asphalt Concrete Overlay M. R/Hq� <br /> TYPICAL SECTION <br /> Sta. 180+00 to Sta. 275+47 Exp. <br /> 9-30--00 <br /> Exp. 9-31 <br /> �9 \ <br /> CAt-t-t � ^ <br /> o C Const. <br /> 0 <br /> rn' <br /> n <br /> m <br /> GENERAL NOTES <br /> n <br /> T D <br /> 12' 12 <br /> 0 1 . Asphalt Concrete shall be placed in two (2) layers <br /> of approximate equal thickness with pavement <br /> reinforcing fabric placed between the layers. <br /> 2. Placement of Asphalt Concrete Surfacing shall Edge of Pavement 4' Shoulder <br /> M not begin until Asphalt Concrete used for <br /> O Pavement Repair has been in place for a <br /> a Z minimum of 36 hours. <br /> cn <br /> rn 3. Asphalt Concrete used for Pavement Repair shall <br /> be placed in layers which do not exceed 0.50' in <br /> compacted thickness. LEGEND <br /> N 4. Monument Frames and Covers shall be placed at TYPICAL TRAFFIC <br /> Sta. 196+87, Sta. 223+43, and Sta. 250+0 LANE LAYOUT Direction of Travel ===mom. <br /> o Refer to S. J. Co. Improvement Standard No. CW—M1 . <br /> D <br /> M <br /> M <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION (StJACK TONE ROAD RESURFACING sheet 4 <br /> Q ate Hwy. Route 120 to French Camp Rood) 2 of 4 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date App I Recommended Date <br /> a/ss 4�°/8 'r /,e <br />