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PLANING ASPHALT ASPHALT CONCRETE <br /> Conform O E.P. CONCRETE PAVEMENT E B <br /> Location Quantity Location Quantity <br /> TBeg. Project 76 S.Y. Driveways (Type D) 35 Tons <br /> West Bridge Approach 56 S.Y. Driveways (Type E) 93 Tons <br /> ,• East Bridge Approach 56 S.Y. Total 128 Tons <br /> End Project 95 S.Y. <br /> Total 283 S.Y. <br /> Existin Width <br /> Conform <br /> 12' Min. <br /> 0.30' Asphalt Concrete over shaped PAVEMENT REINFORCING <br /> and compacted native material. SHOULDER BACKING <br /> Location Quantity FABRIC <br /> TYPEQ Sta. 0+12 to Sta. 24+28 388 Tons Location Quantity <br /> Sta. 0+58 to 14+30 2,744 S.Y. <br /> Sto. 16+38 to 23+90 1,504 S.Y. <br /> Total 4,248 S.Y. <br /> Conform O E.P. DRIVEWAYS <br /> WAYS <br /> rty <br /> Type <br /> � � 8, too. Ano w <br /> zt D 8 176 s.Y. EXTENSION 18 b <br /> _ 1 E 20 779 S.Y. (C.M.P.) <br /> Existing Width Conform Location Quantity <br /> 12 Min. ASPHALT CONCRETE Sto. 0+55 (Rt.) 5 L.F. <br /> Variable depth Asphalt Concrete QYPE A <br /> over existing paved driveway. Location Quantity <br /> N <br /> MainlinTYPe _ <br /> R1 E Sta. 0+58 to Ste. 15+05 684 Tons <br /> P <br /> Sto. 15+63 to Sta. 24+28 365 Tons - " <br /> ' 44 Tons __ .. _.._ . . <br /> TYPICAL DRIVEWAYS <br /> raa 1.049 Tons G J . <br /> MUNFORD <br /> AVENUE RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN w sc&E SUMMARY OF WMriT><flES S.R. . F Front Rd. Ead to Mor"so Rd.) 5 of 5 <br /> DRAWN BT DATE PROJECT ENGMEER DATE CHECKED DATE I SUMMIrrED i DATE COMMENDED DATE <br /> A'wwyr .Yf+ 4/00 77ae s//a/w A s* — r <br />