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tl <br /> o?.PROFESSIO <br /> Nj� <br /> z <br /> No. 21258 <br /> EW 93D43 <br /> r C <br /> OF <br /> Conform C9 E. P. PAVEMENT REPAIR DRIVEWAYS (Type E) <br /> Location Quantity Location Quantity <br /> 00 p •� Conform ® E. P. 7 sites throughout project 376 S.Y. 3 sites throughout project 96 S.Y. <br /> i <br /> I I <br /> Variable depth Asphalt Concrete ASPHALT CONCRETE <br /> over existing paved driveway. w <br /> (Type B <br /> TYPE E PLANING ASPHALT Location Quantity <br /> CONCRETE PAVEMENT Roadway 9,925 Tons <br /> INTERSECTION ETA I L Location Quantity Intersections 249 Tons <br /> Wicklund Road W� 32 '± Driveways 14 Tons <br /> TYPICAL DRIVEWAYS Sta. 277+50 to Sta. 278+00 189 S.Y. Pavement repair 225 Tons <br /> Reeve Road W= 24'± Hansen Rd. 89 S.Y. Total 10,413 Tons <br /> Grant Line Rd. W) 189 S.Y. <br /> Grant Line Rd. �E) 49 S.Y. <br /> Total 516 S.Y. <br /> PAVEMENT REINFORCING <br /> EARTHWORK FABRIC <br /> Variable Depth (RoadwayWidening) Location Quantity <br /> Asphalt Concrete Location Quantity Sta. 149+50 to sta. 277+50 34,133 S.Y. <br /> R = Conform to Sta. 254+00 to Sta. 266+00 24 Sta. <br /> existing Radii. <br /> See Note Below <br /> Existing Surface <br /> — — — — — — SHOULDER BACKING <br /> — — — — — — — — Location Quantity <br /> Sta. 149+00 to Sta. 250+00 2,394 Tons <br /> Sta. 250+00 to Sta. 278+00 1 ,161 Tons <br /> — — — — — — — — — — — — — — — — — — — <br /> otal ons <br /> 0.75' Asphalt Concrete <br /> Note: <br /> Width , length and locations <br /> to be determined by the <br /> Engineer. <br /> PAVEMENT REPAIR DETAIL <br /> zZ <br /> X <br /> w <br /> z <br /> Z <br /> DRAWN BY DATE CONSTRUCTION BYRON ROAD RESURFACING SHEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPVU D LDATE o <br /> � '�90 COUNTY OF SAN JOAQUIN No Scale PROJECT N0. SHEETS <br /> DETAILS AND NOTES Grant Line Rd . to 2.5 mi. N.W. 6 6 m <br /> FILE NAME DRAWER SHEET N0. I ACAD <br /> ROAD B 324 C:\byron\eheet4 <br />