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Conform @) E.P. <br /> > 1 <br /> > 8 PLANING ASPHALT <br /> CONCRETE PAVEMENT ASPHALT CONCRETE (TYPE B) <br /> widt <br /> Existing h Location Quantity Location Quantity <br /> 12' Min. Roodwav Roadway 2,123 Tons <br /> Ste. 183+00 to Sta. 183+50 122 S.Y. Intersections 47 Tons <br /> 0.30' Asphalt Concrete over shaped Sta. 240+50 to Sta. 241 +00 122 S.Y. Driveways 235 Tons <br /> and compacted native material. <br /> Intersection Total 2,405 Tons <br /> Note: Driveways at Sto.210+75(Lt.), Sta.225+75(Lt.), Sta.226+25(Lt.), Davis Road 93 S.Y. <br /> and Sta.228+43(Lt.) Shall be reconstructed with an Asphalt Total 337 S.Y. <br /> Concrete Valley Gutter sloped to drain as directed by the <br /> Engineer. These Driveways will be measured and paid as <br /> Driveway (Type D)" . <br /> TYPE D EARTHWORK (Misc. Areas) <br /> SHOULDER BACKING Location Quantity <br /> Location Quantity Ste. 186+00 to Sta. 191 +00 (Lt.) 5 Ste. <br /> Conform ® E.P.— <br /> .P. Sta. 183+00 to Ste. 241 +00 623 C.Y. Ste. 193+00 to Sta. 194+00 (Rt.) 1 Sta. <br /> Sta. 195+00 to Sta. 196+00 (Lt&Rt.) 2 Ste. <br /> Sta. 199+00 to Sta. 200+00 (Rt.) 1 Sta. <br /> Sta. 203+00 to Sta. 205+00 (Rt.) 2 Sta. <br /> n 8 <br /> Sta. los+oo to sta. 207+00 (Lt.) 2 sta. <br /> DRIVEWAYS <br /> i Ste. 208+00 to Sta. 219+00 (Rt.) 11 Sta. <br /> N <br /> R Conform to Quantity Sta. 208+00 to Sto. 211 +00 (Lt.) 3 Sta. <br /> z existing radii Type No. Area Sta. 218+00 to Sta. 219+00 (Lt.&) 1 Ste. <br /> D 11 409 S.Y. Ste. 219+00 to Sta. 220+00 (Lt.) 1 Sta. <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway. E 25 1 ,267 S.Y. Sta. 221 +00 to Sta. 222+00 (Rt.) 1 Sta. <br /> � <br /> m Sta. 223+00 to Sta. 225+50 (Rt.) 3 Sta. <br /> Note: Paved driveways shall be sloped to drain. Caution Ste. 225+50 to Sta. 229+00 (Lt.&Rt.) 7 Sta. <br /> N shall be taken so as to change existing drainage Sta. 232+00 to Sta. 233+00 (Lt.&Rt.)2 Ste. <br /> Mx patterns. Resurfacing of existing Paved frontages PAVEMENT REINFORCING Sta. 239+00 to Sta. 240+00 (Rt.) 1 Sta. <br /> will be measured and paid as Driveways (Type E)". <br /> z TYPE E FABRIC Total 43 Sta. <br /> Location Quantity <br /> Sta. 183+70 to Sta. 240+30 13,836 S.Y. <br /> < TYPICAL DRIVEWAYS <� <br /> s <br /> COUNTY OF SAN JOAQUIN No SCALE DRIVEWAY DETAILS AND TURNER RoA� Res. A . rr Sheet Na. <br /> SUMMARY OF QUANTITIES (Davis Road to Lodi City Limits) 5 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OV L OMMENDED DATE <br />