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Conforn ® E.P. <br /> PLANING ASPHALT SHOULDER BACKING <br /> ao CONCRETE PAVEMENT Location Quantity <br /> Location Quantity Sta. 0+20 to Sta. 3+00 Rt. 8 Tons <br /> Conform Sta. 8+00 to Sta. 21+80 Rt. 41 Tons <br /> Existing Width Sta. 0+20f to Sta. 0+75t 165 S.Y. <br /> 12' Min Stephens Road 27 S.Y. Sta. 0+20 to Sta. 21+80 Lt. 65 Tons <br /> TYPE D Total 192 S.Y. Total 114 Tons <br /> 0.30' Asphalt Concrete over shaped <br /> and compacted native material. _ <br /> DRIVEWAYS <br /> Conform ® E.P. Quantities <br /> Type No. Area <br /> *p ,e EARTHWORK o e zoo S.Y. <br /> (Misc. Area) E 5 546 S.Y. <br /> \ Location Quantity <br /> I Conform Sta. 0+20 to Sta. 21+80 21.6 Sta. <br /> TYPE E ASPHALT CONCRETE (TYPE B) <br /> Variable depth Asphalt Concrete <br /> % over existing paved driveway. Location Quantity <br /> 0 <br /> 0 n xR = Conform to existing radius. Roadway 934 Tons <br /> rt o *7' Sto. 12+60f to Stu 16+30f Rt. Intersections 21 Tons <br /> 0 Driveways 123 Tons <br /> 0 <br /> Total 1,078 Tons <br /> Note: Paved frontages and dirveways shall IMPORTED BORROW <br /> r- <br /> r be sloped to drain. Caution shall be <br /> Im taken so as not to change existing <br /> y drainage patterns. Resurfacing of Location Quantity <br /> m existing paved frontages will be paid <br /> for by "Driveways (Type E)". Sta. 0+20 to Sta. 21+80 308 C.Y. PAVEMENT REINFORCING FABRIC <br /> Location Quantity <br /> ry <br /> ATYPICAL DRIVEWAYS Sta. 0+50 to Sta. 21+55 4,230 S.Y. <br /> D <br /> m <br /> A <br /> COUNTY OF SAN JOA UIN No SCALE CONSTRUCTION DETAILS I COMSTOCK ROAD RESURFACING1 Sheet No. <br /> AND NOTES Pezzi Lane to State Route 88 4 of 4 <br /> Drawn By Date I Project Engineer I Date I <br /> ,pChecked Dote Sub/nitted Date A royal AE7nended D to <br />