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Conform ® E.P. ASPHALT CONCRETE CLEARING AND GRUBBING <br /> TYPE A <br /> $• Location Quantity Location Quantity <br /> Beg. of Project (Trans.) 21 Tons Sta. 83+50 to Sta. 179+50 L.S. <br /> Mainline 5,659 Tons <br /> Intersections & Transitions 134 Tons <br /> Existin Width Conform End of Project (Trans.) 20 Tons <br /> 12' Min. I <br /> Total 5,834 Tons <br /> DRIVEWAYS <br /> 0.30' Asphalt Concrete over shaped <br /> and compacted native material. uan Quantity <br /> Type No. Area <br /> TYPED ASPHALT CONCRETE D 2 44 S.Y. <br /> TYPE B E 21 492 S.Y. <br /> Location Quantity PAVEMENT REINFORCING <br /> Conform ® E.P. R = Conform to <br /> Exist. radius Driveways (Type D) 14 Tons FABRIC <br /> Driveways (Type E) 68 Tons <br /> Total 82 Tons Location Quantity <br /> R � Sta. 84+00 to Sta. 179+50 25,467 S.Y. <br /> i a <br /> 0 <br /> Existing Width Conform <br /> 3 ti 12' Min- ASPHALT CONCRETE SHOULDER BACKING <br /> Variable depth Asphalt Concrete PLANING Location Quantity <br /> 0 over existing paved driveway. <br /> fLocation Quantity Sto. 84+00 to Sta. 179+50 1,980 Tons <br /> l Beg. Project 53 S.Y. <br /> v, 0 TYPE E Peltier Rd. E. Conform 40 S.Y. ESSIpI,,_ <br /> m 1 Peltier Rd. W. Conform 40 S.Y. M. Hi <br /> Jahant Rd. East Conform 37 S.Y. <br /> z 0 End Project 53 S.Y. c3 <br /> 1 No. 21258 <br /> TYPICAL DRIVEWAYS Total 223 S.Y. Exp- 9-3a-01 <br /> c - 1X Clvll '���� <br /> �" OF CAVE <br /> LA <br /> 0 <br /> z 777. <br /> COUNTY OF SAN J4AQUIN NO SCALE SUMMARY OF QUANTITIES LOWER SACRAMENTO ROAD R SURFACING sheet No. <br /> (Acompo Road to Johant Road — East) 4 of 4 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APP COMMENDED DATE <br /> s 5198 ���i� - �-8" 7/i;/J d,Gd' /�lfe I Z�g ' sc <br />