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Conform at E.P. <br /> g. PAVEMENT REPAIR DRIVEWAYS (Type D) <br /> Location Quantity Location Quantity <br /> 1 EWdthg ;_._ Conform 2 Sites Throughout Project 48 S.Y. 13 Sites Throughout Project 396 S.Y. <br /> 0.30' Asphalt Concrete over <br /> shaped and compacted native material. <br /> TYPE D <br /> PLANING ASPHALT DRIVEWAYS (Type E) <br /> Conform at E.P. CONCRETE PAVEMENT Location Quantity <br /> * Location Quantity55 Sites Throughout Project 1 ,607 S.Y. <br /> existing radii <br /> s' *� *R — Conform to Sta. 185+80 to Sta. 185+90 34 S.Y. <br /> Lovelace Road Intersection 62 S.Y. <br /> i Existing Conform <br /> ASPHALT CONCRETE <br /> Width <br /> �— Coelho Road Intersection 69 S.Y. <br /> Sta. 322+75 to Sta. 323+00 67 S.Y. <br /> Variable depth Asphalt Concrete Total 232 S.Y. (Type B) <br /> over existing paved driveway. Location Quantity <br /> TYPE E Roadway 6,082 Tons <br /> EARTHWORK Misc. Areas Lovelace Rd. Intersection 31 Tons <br /> TYPICAL DRIVEWAYS ( ) Coelho Rd. Intersection 18 Tons <br /> Location Quantity Pavement Repair 16 Tons <br /> D <br /> Sta. 185+80 to Sta. 323+00138 Sta. Driveways — Type D 80 Tons <br /> 0 o See Note Below Driveways — Type E 156 Tons <br /> N Existing Surface <br /> IMPORTED BORROW Total 6,383 Tons <br /> 0 7 — — — — - Location Quantity <br /> ° r <br /> m Sta. 185+80 to Sta. 323+00 2252 C.Y. PAVEMENT REINFORCING <br /> z <br /> D __- _-__ -_-- -_-_ FABRIC <br /> M 0.50' Asphalt Concrete Location Quantity <br /> PAVEMENT REPAIR DETAIL SHOULDER BACKING Sta. 186+00 to Sto. 322+75 33,428 S.Y. <br /> tziA Location Quantity <br /> £ NOTE: Width, length and locations <br /> m to be determined by Engineer. Sta. 185+80 to Sta. 323+00 824 Tons <br /> COUNTY OF SAN JOAQUIN N❑ SCALE CONSTRUCTION DETAILS UNION ROAD RESURFACING Sheet No. <br /> AND NOTES Lathrop Rd. to French Camp Rd. 4 OF 4 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date A rovalommended Date <br />