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ADJUST WATER VALVE PLANING ASPHALT ASPHALT CONCRETE <br /> COVER CONCRETE PAVEMENT (Type B) <br /> Location Quantity Location Quantity Location Quantity <br /> Sta. 27+20,f Rt. 1 Each Beginning of Project Outside Traffic Lanes (Bottom Layer) <br /> Sta. 00+30 to Sta. 00+45 132 S.Y. Sta. 00+30 to Sto. 58+72 1,246 Tons <br /> Outside Traffic Lanes Sta. 60+04 to Sta. 66+21 132 Tons <br /> Sta. 00+60 to Sta. 58+22 15,365 S.Y. Traffic Lanes (Top Layer) <br /> PAVEMENT REPAIR Sta. 60+54 to Sta. 66+06 1,472 S.Y. Sta. 00+30 to Sta. 58+72 2,804 Tons <br /> South of Bridge Sta. 60+04 to Sta. 66+21 285 Tons <br /> Sta. 58+22 to Sta. 58+72 345 S.Y. Median Lane <br /> Location Quantity North of Bridge Sta. 00+30 to Sta. 15+25 245 Tons <br /> Sta. 60+04 to Sta. 60+54 345 S.Y. Sta. 15+25 to Sta. 17+75 32 Tons <br /> ® Mathews Rd. Intersection End of Project Sta. 17+75 to Sta. 22+00 37 Tons <br /> 2 Sites 7 S.Y. Sta. 66+06 to Sto. 66+21 104 S.Y. Sta. 22+00 to Sta. 24+60 26 Tons <br /> Total 17,763 S.Y. Sta. 24+60 to Sta. 25+40 11 Tons <br /> Sta. 25+40 to Sta. 32+00 108 Tons <br /> Sta. 32+00 to Sta. 33+60 13 Tons <br /> Sta. 36+40 to Sta. 39+25 23 Tons <br /> Sta. 39+25 to Sto. 47+00 127 Tons <br /> Sta. 47+00 to Sto. 50+00 25 Tons <br /> Shoulders <br /> Sto. 00+30 to Sta. 58+72 <br /> See Note Ste. 60+04 Sta. 66+21 570 Tons <br /> Existing Surface Pavement Repair 4 Tons <br /> 0 <br /> Total 5,690 Tons <br /> o — — <br /> — — — — — — — — — — <br /> PAVEMENT REINFORCING <br /> M0.60' Asphalt Concrete OFESS/p FABRIC <br /> OQ� YA <br /> Z ��4. �g� M. <br /> X NOTE: Width, length and location to ?� �r�y� LOCotIOn <br /> M be determined by Engineer. 0! No. 21258 m Quantity <br /> hp 9.3093 ? Sto. 00+60 to 58+60 30,935 S.Y. <br /> uA PAVEMENT REPAIR DETAIL ��9' Cvju P Sta. 60+25 to 66+00 3'070 S.Y. <br /> Fp <br /> D NO SCALE Total 34,005 S.Y. <br /> M � m <br /> A <br /> Z <br /> �0 COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS EL DORADO STREET sheet No. <br /> � AND NOTES I-5 To 2,300't N/0 French Cam Road 6 of 6 <br /> Drawn By Date Project Engineer Date Checked Date SW. Itted Date l commendetl to <br /> PL- <br />