Laserfiche WebLink
PAVEMENT REPAIR SHOULDER BACKING PAVEMENT REINFORCING <br /> Location Quantity Location Quantity Location FABRICQuantity <br /> 31 Sites throughout project 1,050 S.Y Sta. 7+00 to Sta. 75+75 2,092 Tons <br /> Sta. 5+36 to Sta. 75+70 15,632 S.Y. <br /> Holman Intersection 60 S.Y. <br /> Total 15,692 S.Y. <br /> CLEANING EXISTING PLACE A.C . DIKE (Type C) <br /> DRAINAGE FACILITY DRIVEWAYS Low Dike <br /> Location Quantity Type Quantities Location Quantity <br /> No. Area Sta. 5+75 Lt. 47 L.F. <br /> y Sta. 27+25t (Rt.) Lump Sum p 5 337 S.Y. Sta. 50+00 Lt.3 80 L.F. <br /> Sta. 50+65 Rt.) 204 L.F. <br /> E 16 648 S.Y. Sta. 51 +65 Lt. 25 L.F. <br /> D <br /> � Sta. 53+05 Lt. 65 L.F. <br /> o Sta. 53+30 Rt. 105 L.F. <br /> Total 526 L.F. <br /> z <br /> 3 D <br /> 3 � <br /> a <br /> M-71 PLANING ASPHALT <br /> o m CONCRETE PAVEMENT <br /> o <br /> Location Quantit ASPHALT CONCRETE <br /> M (Type B) PLACE A. C . DIKE (Type A) <br /> < Sta. 5+11 to Sta. 5+61 178 S.Y. Location Quantity HI h Dike <br /> Cf' Sta. 75+72 to Sta. 75+80 119 S.Y. Location Quantity <br /> z Roadway Total 297 S.Y. Roadway 2,942 Tons <br /> Intersections Pavement Repair 520 Tons Sta. 50+65 Lt.) 65 L.F. <br /> Driveways 150 Tons Sta. 51+45 Lt. 50 L.F. <br /> Holman Rd. 125 S.Y. Intersections 114 Tons Sto. 54+50 Lt. 160 L.F. <br /> Grand Total 422 S.Y. Dikes 15 Tons Sta. 54+50 Rt.) 115 L.F. <br /> 4;.7 Total 3,741 Tons Total 390 L.F. <br /> Y Off' SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES Mc ALLEN ROAD RESURFACING Sr eet No. <br /> S.P.R.R. to Wilson Way 6 of 6 <br /> E PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPRO L ECOMMENDED DATE <br /> 6/98 �ZS� 6�u/ <br />