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GENERAL NOTES <br /> Const. <br /> 1. Asphalt Concrete used for Pavement Repair <br /> Ishall not be placed in layers that exceed <br /> Limits of Clearing and Grubbing 0.50' in compacted thickness. <br /> Refer to Refer to 2. Placement of Asphalt Concrete shall not begin <br /> Shoulder Details 15 15 Shoulder Details until Asphalt Concrete used for Pavement <br /> Repair has been in place for a minimum of <br /> 36 hours. <br /> 24' Pavement Reinforcing Fabric 3. Pavement Reinforcing Fabric shall be placed <br /> between lifts of A.C. Paving. <br /> Driveway Type E Const. <br /> _ Var. Vac _ Conform <br /> 10' 20' <br /> Exist. A.C. 8' 71-115 <br /> - - _ — - - - - - - — - - - - - - - - - - - - - J Dike to 2 5 <br /> remain Ditch Grade in 5 <br /> RECORD DRAWIN Existing Roadway 0.25' Asohalt Concrete Overlay place <br /> _ I <br /> are�tv�neBy ___ TYPICAL SECTION -- - -� Var. V Vim. ar. <br /> NOChangesby QgT __ _ Sta. 2+00 to Sto. 10+75 <br /> Date - —J / -9'Z..__._ _, 0.06' A.C. Planing - - <br /> Any Person Using This DrawingShould Verify 4• o II__ L <br /> All Information ByInspecting TSite OfWnCons`ti rk o Denotes Limits of A.C. 0.25' A.C. Overlay <br /> n 28' Limits of Clearing 22' Limits of Clearing Planing SHOULDER DETAIL 3 <br /> v and Grubbing and Grubbing Sta. 9+60 to Sta. 11+00 (Lt.) <br /> o >Earthwork (Misc. Areas) <br /> n _ Const. <br /> 13' 15 15' T — 26' Limits of Clearing and Grubbing <br /> Earthwork (Misc. Areas) o <br /> Conform 4 4 5 5'Var. 0.10' A.C. c <br /> m to exist. 9 Depth A.C. (See Planing 20' 6' 0 <br /> r— grade Jots ay. Var, Detail Sht.#5) <br /> 2 2 2 <br /> m <br /> — — — — P Vor 8%vof <br /> m Ditch Grade 0.25' A.C. Overlay Existing C. G. '- <br /> Shoulder Backing to remain in place _ _ _ - - - — � � <br /> _ Shoulder <br /> ac SHOULDER DETAIL 2 0.25' A.C. overlay 0.04A.C. Backing <br /> a SHOULDER DETAIL 1 Sto. 0+75 to Sta. 5+30 (Lt.) Exist. A.C. (0.10') <br /> Sta. 6+50 to Sta. 8+96 (Lt.) Sta. 1 +00 to Sta. 5+47 (Rt.) <br /> A Sta. 9+28 to Stu. 9+60 (Lt.) Sta. 6+83 to Stu. 11+22 (Rt.) SHOULDER DETAIL 4 <br /> Sta. 5+47 to Sta. 6+83 (Rt.) <br /> COUNTY OF SAN JOA QUIN No SCALE TYPICAL sEengVs ROAD RESURFACING Sheet Na. <br /> Wilcox Rd. to Waterloo Rd. 2 OF 6 <br /> Drown By 77-7-7 <br /> ate Project Engineer I Dote ✓Checked �r Date Subinltted ,Dote AwoiPvJq R connended Date <br /> J. C. White 7/m/91 •�?&..• / w-• 7�Jc✓f/ .<'�-� mac. ;A' � , <br /> #, j4W <br />