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Conform ® E.P. <br /> PAVEMENT REPAIR SHOULDER BACKING <br /> 8' Location Quantity Location Quantity <br /> 11 Sites throughout Project 623 S.Y. Sta. 104+00 to Sta. 175+25 320 Tons <br /> Existing Widtl <br /> 12' Min. <br /> N—E PLANING ASPHALT DRIVEWAYS <br /> 0.30' Asphalt Concrete over shaped CONCRETE PAVEMENT <br /> and compacted native material. <br /> Location Quantity Type Conform ® E.P. <br /> NO. Area <br /> Sta. 104+00 to Sta. 104+25 89 S.Y. <br /> Sta. 156+75 to Sta. 157+25 178 S.Y. D 5 144 S.Y. <br /> Q Q <br /> 8' Mettler Rd. Intersection 62 S.Y. E 5 312 S.Y. <br /> Total 329 S.Y. <br /> Conform ASPHALT CONCRETE <br /> TYPE E (Type B) <br /> Variable depth Asphalt Concrete EARTHWORK (Misc. Areas) Location Quantity <br /> over existing paved driveway. <br /> R = Conform to existing radius. Location Quantity Roadway 3,767 Tons <br /> TYPICAL DRIVEWAYS Intersection 20 Tons <br /> Sta. 104+00 to Sta. 157+25 53.3 Sta. Driveways 79 Tons <br /> o Pavement Repair 350 Tons <br /> Existing Surface Total 4,216 Tons <br /> See Note Below <br /> Im <br /> m� m --- <br /> -= -�- IMPORTED BORROW PAVEMENT REINFORCING <br /> - --- -- --- -- -- FABRIC <br /> 0.75' Asphalt Concrete <br /> Location Quantity Location Quantity <br /> Note: Width, length and locations to be Sta. 104+00 to Sta. 157+25 2,121 C.Y. <br /> v determined by the Engineer. Sta. 104+50 to Sta. 156+75 13,933 S.Y. <br /> A PAVEMENT REPAIR DETAIL <br /> o CONSTRUCTION DETAILS & LOWER SACRAMENTO ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES 1/4 Mile N/o Eight Mile Rd. to Mettler Rd. 4 of 4 <br /> Drawn By Date I Protect Engineer Date Checked Date Submitted Date A r v l Recommended Date <br /> �. 5/93 o <br />