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Conform ® E.P. <br /> T PLANING ASPHALT <br /> 8. CONCRETE PAVEMENT DRIVEWAYS <br /> ' Location Quantity Type Quantity <br /> Sta. 56+00 to Sta. 56+50 133 S.Y. No. Area <br /> Existi=Width Conform Sta. 169+50 to Sta. 170+00 133 S.Y. D 5 271 S.Y.E 1 77 S.Y. <br /> 12' Min. Intersection Linne Road 38 S.Y. <br /> 0.30' Asphalt Concrete over shaped <br /> and compacted native material. Total 304 S.Y. ASPHALT CONCRETE <br /> Note: At Sto. 98+50 and Sta. 114+50 concrete aprons are to be <br /> removed from the edge of pavement to the nearest joint TYPE A <br /> 8't or as directed by the Engineer. Where required, concrete <br /> shall be saw—cut to provide a neat straight line. PAVEMENT REPAIR Location Quantity <br /> TYPE D Main Line 5,751 Tons <br /> Conform ® E.P. Location Quantity Intersection (Linne Road) 114 Tons <br /> 23 Sites Throughout Project 290 S.Y. Pavement Repair 116 Tons <br /> Total 5,981 Tons <br /> 8' IMPORTED BORROW ASPHALT CONCRETE <br /> TYPE B <br /> Location Quantity Location Quantity <br /> Existing Width Conform Sta. 56+00 to Sta. 170+00 582 C.Y. Intersection (Critchett Road) 32 Tons <br /> g R = Conform to <br /> 3 Variable depth Asphalt Concrete existing radius Driveways (Types D & E) 69 Tons <br /> over existing paved driveway. <br /> TYPE E <br /> Total 101 Tons <br /> SHOULDER BACKING <br /> f TYPICAL DRIVEWAYS Location Quantity PAVEMENT REINFORCING <br /> M <br /> A See Note Below Sta. 56+00 to Sta. 170+00 1075 C.Y. FABRIC <br /> in Existing Surface <br /> m Location Quantity <br /> z EARTHWORK (MISC. AREAS) Sta. 107+00 to Sta. 127+50 5,011 S.Y. <br /> 0 Sta. 149+50 to Sta. 158+00 2,078 S.Y. <br /> — — — Sta. 164+00 to Sta. 167+00 734 S.Y. <br /> Note: Width, length and locations to Location Quantity Linne Road Intersection 269 S.Y. <br /> be determined by the Engineer. 0.60 Asphalt Concrete Sta. 56+00 to Sta. 170+00 145 Sta. Total 8,092 S.Y. <br /> V1 <br /> I PAVEMENT REPAIR DETAIL <br /> CONSTRUCTION DETAILS & KASSON ROAD RESURFACING Sheet No. <br /> XM COUNTY OF SAN JOAQUIN I <br /> NO SCALE SUMMARY OF OUANMES (1 Mi. S/0 Linne Rd. to 0.5Mi. N/0 Critchett Rd.) 10 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE AP COMMENDED DATE <br /> Ya+nuel G'. dLe„y 4/97 6/3o/9j 4J3AJ4 4 6W f7 / 7/� <br />