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Conform ® E.P. <br /> PAVEMENT REPAIR DRIVEWAYS <br /> ouontay1 <br /> Location Quantity Type No. Anxo <br /> 2 Sites Throughout Project 130 S.Y. D 23 719 S.Y. <br /> Existing Width Conform E 11 1062 S.Y. <br /> 12' Min. <br /> 0.30' Asphalt Concrete over shaped ASPHALT CONCRETE <br /> and compacted native material. ASPHALT CONCRETE TYPE A <br /> TJ? PLANING Location Ouont;ty <br /> Location Quantity Mainline 7,392 Tons <br /> Bridles East Approach Pavement Repair 43 Tons <br /> R = Conform to Ste. 8W+02 to Ste. 7W+87 53 S.Y. Total 7,435 Tons <br /> Conform ® E.P. Exist. radius Intersections <br /> Walnut Grove Court 22 S.Y. <br /> o Lamp Road 33 S.Y. <br /> Vail Road 33 S.Y. ASPHALT CONCRETE <br /> s' Longitudinal TYPE B <br /> Ste. 1W+76 to Ste. 7W+42 511 S.Y. <br /> b (Lt. & Rt.) Location Quantity <br /> End of Project <br /> a V\ Existing Width Conform Sto. 116+50 to Ste. 117+00 178 S.Y. Intersections 62 Tons <br /> 12' Min. Driveways 288 Tons <br /> Tocol 630 S.Y. <br /> h Taal 330 Tons <br /> �$ I Variable depth Asphalt Concrete <br /> _ tv over existing paved driveway. <br /> ° PAVEMENT REINFORCING <br /> TYPE E FABRIC <br /> SHOULDER BACKING Location ova,tity <br /> o TYPI AL DRNEWAYS Location Quantity 7W+52 00 <br /> Ste. 0+00 to Ste. 5 31,3 S.Y. <br /> Ste. 1+76W to Ste. 117+00 4,692 Tom Taal 33,136 S.Y. <br /> COUNTY OF SAN JOAQ UIN ii sm SUMMWY OF WMMW-S "'" <br /> GROVE 'SAD tsuRF�c sheet 7 <br /> (South Fork IlohsMm+n9 River to flls99entrl IEead) 7 of 7 <br /> DRAWN BY DATE 1 PROJECT ENa9/EER DATE I CHECKED DATE Sl1BMITTED I DATE RECOMMENDED DATE <br /> 6/99 sem„, A-4-4 �44 4t <br /> _ J <br />