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PLANING ASPHALT CONCRETE IMPORTED BORROW <br /> Conform ® E.P. R = Conform to PAVEMENT <br /> existing radius Location Quantity Location Quantity <br /> Sta. 101 +50 to Sta. 101+75 206 S.Y. Sta. 101+50± to Sta. 154+68 855 C.Y. <br /> Sta. 154+58 to Sto. 154+68 60 S.Y. <br /> 8 Total 266 S.Y. <br /> SHOULDER BACKING <br /> Location Quantity <br /> Existing Width _ Conform EARTHWORK Sta.101 +50t to Sta. 154+68 892 Tons <br /> 12' Min. (MISCELLANEOUS AREAS) <br /> Variable depth Asphalt Concrete Location Quantity DRIVEWAYS TYPE "E"over existing paved driveway. <br /> Sta. 101 +50± to Sta. 154+68 53.2 Sta. <br /> TYPE E Quantity Area <br /> 9 495 S.Y. <br /> TYPICAL DRIVEWAY ASPHALT CONCRETE <br /> (TYPE B) <br /> Location Quantity <br /> qOnst Mainline 2,598 Tons <br /> 13 4 Sto. 101 +50 to Sta. 154+68 <br /> Driveways (9 locations) 53 Tons <br /> ag 11 — ►I <br /> i — — — E— — — — Total 2,651 Tons <br /> a „`--- PAVEMENT <br /> I _ <br /> REINFORCING FABRIC <br /> Location Quantity <br /> > Existing paved surface. --�---- <br /> �_ Sta. 102+00 to Sta. 154+50 11,667 S.Y. <br /> Existing 8"0 C.S.P. X—drain _ 6'0 X 4 L.F. Corrugated 8"0 CORRUGATED STEEL PIPE <br /> Steel Pipe (0.079" Thick) (0.079" THICK) <br /> Q Extend Level. <br /> Location Quantity <br /> Refer to S.P. D97A, and D97E. Sta. 120+40 Rt. 4 L.F. <br /> for Connection details. <br /> PIPE CONNECTION DETAIL <br /> Sta. 120+40 Rt. <br /> COUNTY OF SAN JOAQUIN �s SIMCONSTRUCTION DETAILS AND FOPPIANO LANE RESURFACING Sheet Na. <br /> Ff� SUMMARY OF OLMWITIES (Ashley Lane to Apline Road) 4 of 4 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED VA DATE APPRORECOMMENDED DATE <br /> E. M. Peterson 6/97 7�j 97 7/)/g7 (IA6 �Q f � i 19T 7� <br />