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Conform ® E.P. PAVEMENT REPAIR ASPHALT CONCRETE <br /> Location Quantity (Type A) <br /> Location Quantity <br /> ROFE $/ �j '�� $ y <br /> �Q�NRY M. H�t9�� 37 Sites through out project 710 S.Y. <br /> 12' Min. Mainline Conform Sta. 180+00 to Sta. 275+47 5,622 Tons <br /> No. 212�3 Existing Width <br /> Exp. 9-30-01 Pavement Repair <br /> 0.30' Asphalt Concrete over shaped PLANING ASPHALT 37 Sites Throughout Project 267 Tons <br /> ��CAU and compacted native material. <br /> m '& CONCRETE PAVEMENT _ Louise Avenue Intersection <br /> West Side 61 Tons <br /> TYPE D Location Quantity East Side 60 Tons <br /> Conform ® E.P. Beginin4 of Project Driveways <br /> Sta. 180+00 to Sta. 180+50 178 S.Y. Type D 50 Tons <br /> End of Project Type E 55 Tons <br /> Q Sta. 274+97 to Sta. 275 47 178 S.Y. <br /> Intersections <br /> Existing Width Conform Louise Avenue (West Leg) 95 S.Y. Total 6,115 Tons <br /> Louise Avenue (East Leg) 93 S.Y. <br /> 0 <br /> R — Conform to existing Radii Paved Frontage <br /> N Sta. 270+50 to Sta. 275+30 213 S.Y. <br /> Variable depth Asphalt Concrete Total 757 S.Y. <br /> 0 over existing paved driveway. <br /> TYPE <br /> D E PAVEMENT REINFORCING FABRIC <br /> c <br /> 3 0 <br /> TYPICAL DRIVEWAYS SHOULDER BACKING Location Quantity <br /> Location Quantity Sta. 180+50 to Sta. 274+97 25,240 S.Y. <br /> Sta. 180+00 to Sta. 275+47 2,834 Tons <br /> Existing <br /> See Note ►{ Surface <br /> o z DRIVEWAYS PLACE MONUMENT FRAME & COVER <br /> a m Type Quantity Location Quantity <br /> No. Area Sta. 250+00 1 EA. <br /> 0.50' Asphalt Concrete D 5 266 S.Y. Sta. 223+43 1 EA. <br /> PAVEMENT REPAIR sta. 196+87 1 EA. <br /> m E 3 502 S.Y. Total 3 EA. <br /> D Note: Width, length, and locations <br /> Ato be determined by Engineer. <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION NOTES AND JACK TONE ROAD RESURFACING Sheet No. <br /> SUMMARY OF QUANTITIES (State Hwy. Route 120 to French Camp Road) 4 of 4 <br /> Drawn By Date Project Engineer Dapte� Checked Date Submitted �Date p r Recommended Date <br /> �mni,c{o �TP.UVY"1b <br /> 4/98 Io 61 4l241 S 10 727�/r✓ / Z> �® <br />