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PLANING ASPHALT Conform to E.P. <br /> CONCRETE PAVEMENT <br /> Location Quantity �� 8' <br /> Sta. 0+18 to Sto. 0+48 300 S.Y. <br /> Sta. 6+94t to Sta. 8+75t Rt. 80 S.Y. Exist. Width Conform <br /> Sto. 100+20f to Sta. 108+00+ Lt. 347 S.Y. <br /> Sta. 125+15 to Sta. 125+30 44 S.Y. 12' Min.- <br /> S.R. <br /> in.S.R. 99 Access Ramp 110 S.Y. <br /> Brunswick Road 38 S.Y. 0.30' Asphalt Concrete over <br /> U.P.R.R. Approach 23 S.Y. shape and compacted native <br /> Total 942 S.Y. DRIVEWAYS material. <br /> Type Quantit <br /> No. I Area TYPE D <br /> D 18 783 S.Y. <br /> E 14 673 S.Y. <br /> Conform to E.P. <br /> ASPHALT CONCRETE (Type B) p q- :8' <br /> � <br /> Location Quantity <br /> Conform <br /> Roadway 5,308 Tons <br /> Intersection 109 Tons <br /> Driveways 244 Tons <br /> y Paved Frontages 77 Tons Variable depth Asphalt Concrete <br /> y Total 5,738 Tons over existing paved driveway, <br /> or paved frontage. <br /> TYPE E <br /> r- PAVEMENT REINFORCING FABRIC R = Conform to existing radius. <br /> . m <br /> D Location Quantity <br /> MSta. 0+40 to Sta. 8+00 2,027 S.Y_ TYPICAL DRIVEWAYS <br /> SHOULDER BACKING Sta. 8+00 to Sta. 34+00 6,356 S.Y. <br /> Sta. 34+00 to Sta. 108+00 19,733 S.Y. Note: Driveways and paved frontage shall be slope to <br /> Location Quantity Sta. 108+00 to Sta. 125+15 3,811 S.Y. drain, existing drainage patterns shall be maintained. <br /> X Sta. 0+18 to Sta. 125+30 2,608 Tons I Total 31,927 S.Y. <br /> D <br /> M <br /> M <br /> it <br /> COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAILS SOUTH 99 FRONTAGE ROAD—WEST SIDE Sheet No, <br /> Q SUMMARY OF QUANTITIES Lathrop Road to French Camp Road 6 of 6 <br /> Drawn By Date Project Engineer Dnte Checked Date Submitted Date AR commended Date <br /> Shm i;1.o- ?.'y» Is y4 . /o <br /> I'T51p <br />