Laserfiche WebLink
F- I <br /> Conform ® E.P. See Note EARTHWORK <br /> Existing (Miscellaneous Areas) <br /> 1 Surface <br /> 6 Location Quantity <br /> Sta. 49+50 to Sta. 51 +20 Lt. Lump Sum <br /> Conform <br /> Existing Width <br /> 12' Min. 0.90' Asphalt Concrete <br /> 0.30' Asphalt Concrete over shaped SHOULDER BACKING <br /> and compacted native material. PAVEMENT REPAIR DETAIL Location Quantity <br /> TYPE D NOTE: Exact width, length and location to Sta. 49+50 to Sto. 127+44 1,316 Tons <br /> be determined by Engineer. <br /> Conform ® E.P. <br /> T DRIVEWAYS <br /> PAVEMENT REPAIR No Quantities. <br /> Type Area <br /> j Conform Location Quantity D <br /> 8 170 S.Y. <br /> M 1 Site at Alpine Rd. 9 S.Y. E 25 639 S.Y. <br /> X <br /> D Existing Width <br /> X o <br /> M <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway. <br /> R = Conform to existing radius. PLANING ASPHALT ASPHALT CONCRETE <br /> CONCRETE PAVEMENT (Type B) <br /> TYPE E Location Quantity Location Quantity <br /> 3 Roadway 6,094 Tons <br /> m Sta. 49+50 to Sta. 50+00 178 S.Y. Intersections 99 Tons <br /> Solari Ranch Rd. Intersection 61 S.Y. Widening 28 Tons <br /> TYPICAL DRIVEWAYS Ashley Ln. Intersection 161 S.Y. Driveways 98 Tons <br /> Sta. 126+74 to Sta. 127+44 203 S.Y. Pavement Repair 6 Tons <br /> t' Total 603 S.Y. Total 6,325 Tans <br /> � D <br /> U � <br /> m <br /> :L7 <br /> zCONSTRUCTION DETAILS AND CHEROKEE ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN III SCALE I SUMMARY OF QUANTITIES Lagorio Road to Alpine Road 5 of 5 <br /> Dr wn By Date Project EngineerDate Checked Date Submitted Date A r v l Recommended Date <br /> kq,�Q,�,�LU,t 2194 Z�Aj l / �G� <br />