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Conform ® E.P. <br /> 00 i PLAN . JG ASPHALT DRIVEWAYS <br /> CONCRETE PAVEMENT Quantity <br /> Conform Location Quantity Type No. S.Y. <br /> Existing Width <br /> Sta. 0+16 to Sta. 0+46 300 S.Y. D 34 1,264 <br /> 12 Min. Sta. 146+52 to Sta. 146+67 33 S.Y. E 13 521 <br /> 0.30' Asphalt Concrete over Total 333 S.Y. <br /> shaped and compacted <br /> native material. <br /> Note: At Sta. 43+22 (Lt.), Sta. 44+12 (Lt.), <br /> Sta. 135+78 (Lt.) and Sta. 136+52 (Lt.) <br /> concrete aprons are to be removed from the EARTHWORK (Misc. Areas) ASPHALT CONCRETE (Type B) <br /> edge of pavement to the nearest joint 6'-8' <br /> Concrete shall be saw—cut to provide a neat Location Quantity <br /> and straight conform line. Location Quantity <br /> Sta. 0+40± to Sta. 146+67 147 Sta. Roadway 5,437 Tons <br /> TYPED Allen Rd. Intersection 7 Tons <br /> Driveways (Type D) 280 Tons <br /> Driveways (Type E) 60 Tons <br /> i <br /> Conform ® E.P. Total 5,784 Tons <br /> r <br /> IMPORTED BORROW <br /> Location Quantity <br /> 00 <br /> Sta. 0+40± to Sta. 146+67 564 C.Y. <br /> U D i PLACE MONUMENT <br /> m 1 Conform FRAMES & COVERS <br /> A I 1 <br /> Location Quantity <br /> MVariable depth Asphalt Concrete SHOULDER BACKING Sta. 40+40± 1 Each <br /> over existing paved driveway. Sta. 67+08t 1 Each <br /> z <br /> Location Quantity Sta. 93+73± 1 Each <br /> o R = Conform to existing radius. Sta. 0+40± to Sta. 146+67 882 Tons Total 3 Each <br /> TYPE E <br /> zi TYPICAL DRIVEWAYS <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCALECONSTRUCTION DETAILS VAN ALLEN ROAD RESURFACING Sheet No. <br /> AND SUMMARY OF QUANTITIES River Rd. to S.R. 120 4 of 4 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date prov I 0mmended Date <br />