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PLANING ASPHALT SHOULDER BACKING <br /> CONCRETE PAVEMENT <br /> Conform ® E.P. Location Qwntity Location Quantity <br /> Roadway Sto. 89+75 to Sto. 155+75 1034 C.Y. <br /> Sta. 89+75 to Sto. 90+25 133 S.Y. <br /> �•� 8' Sta. 155+50 to Sta. 155+75 67 S.Y. <br /> Intersections <br /> Existing Width Ray Rood N/0 Peltier Road 90 S.Y. <br /> 12' Min. Ray Rood S/0 Peltier Road 64 S.Y. <br /> 0.30' Asphalt Concrete over shaped Total 354 S.Y. DRIVEWAYS <br /> and compacted native material. <br /> TYPED Type Ouanft <br /> i a NO. I Area <br /> D 1 j 27 S.Y. <br /> Conform ® E.P. EARTHWORKS E 13 1 407 S.Y. <br /> ROADWAY WIDENING <br /> Location Quantity <br /> p cit Sta. 89+75 to Sta.155+75 (Lt) 66 Sta. <br /> 81 <br /> Sta. 89+75 to Sta.155+75 (Rt) 66 Sta. <br /> R Total 132 Sta. <br /> A: ASPHALT CONCRETE (TYPE A) <br /> Location Quantity <br /> Roadway 3979 Tons <br /> 3 Intersections 61 Tons <br /> ADJUST MONUMENT <br /> Note: Paved frontage & driveways shall be sloped to drain. Caution shall be taken so FRAME AND COVER Driveways 51 Tons <br /> o as not to change existing drainage patterns. Resurfacing of existing paved Location Owntity Total 4091 Tons <br /> frontages will be measured and paid as "Driveways (Type E)". Sto. 131 +70 1 EA. <br /> m <br /> X TYPE E <br /> N = TYPICAL DRIVEWAYS <br /> MONUMENT PAVEMENT REINFORCING <br /> FRAME AND COVER FABRIC <br /> Location Quantity Location Quantity <br /> ` Sta. 105+62 1 EA. Sta. 90+50 to Sta 155+25 15815 S.Y. <br /> QT ;a <br /> N <br /> o <br /> z <br /> M COUNTY OF SAN JOA UIN ria scN E CONSTRUCTION DFTikl PELTIER ROAD RESURFACING Sheet No. <br /> Q AND SUMMARY OF QUANTITIES 1500' W/O Rcy Rd to DeVries Rd 5 of 5 <br /> DRAWN BY DATE PROJECT <br /> ENGINEER I DATE CHECKED DATE SUBMnTED DATE APP AL COMMENDED DATE <br /> Chad Gamble 9/96 <br />