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PAVEMENT REPAIR SHOULDER BACKING 18 INCH DIA. REINFORCED <br /> Location Quantity Location Quantity CONCRETE PIPE Class IV <br /> 42 Locations Throughout Project 952 S.Y I Sia. 107+12 to Sta. 262+00 2,930 Tons Location Quantity <br /> Stu. 128+00 36 L.F. <br /> Sta. 179+00 36 L.F. <br /> PLANING ASPHALT ASPHALT CONCRETE Stu. 230+00 36 L.F. <br /> CONCRETE PAVEMENT TYPE A Total 108 LF. <br /> Location Quantity location Quantity <br /> Sto. 107+12 to 107+37 122 S.Y. Mainline 6,916 Tons 18 INCH S.D.I. <br /> Kennefick Rd. (North do South) 88 S.Y. <br /> Railroad Crossing 80 S.Y. Location Quantity <br /> Dustin Rd. (North & South) 84 S.Y. <br /> Bruella Rd. (North) 47 S.Y. Equalizing Storm Drain Inlets <br /> Bruella Rd. (South) 51 S.Y. ASPHALT CONCRETE Stu. 128+00 2 Each <br /> E Sta. 261+00 (Lt.) 5 S.Y. Stc. 179+00 2 Each <br /> Stu. 261+75 to 262+00 93 S.Y. TYPE B Sta. 230+00 2 Each <br /> Total 570 S.Y. Location Quantity Total 6 Each <br /> DIntersections 224 Tons <br /> o <br /> Pavement Repair 333 Tons <br /> EARTHWORK Driveways (Type D) 160 Tons <br /> Driveways (Type E) 190 Tons FRAMES AND GRATES <br /> ROADWAY WIDENING Total 907 Tone (18 INCH S.D.I.) <br /> Location Quantity <br /> £ Location Quantity <br /> Stn. 108+00 to Sta. 154+66 (Lt.) 47 Sta. <br /> Sta. 128+00 2 Each <br /> st,.. 155+53 to Stu. 207+74 (Lt.) 52 Sta. ASPHALT CONCRETE BASE Sta. 179+00 2 Each <br /> Stu. 208+00 to Stu. 260+18 (Lt.) 51 Stu. (TYPE B) Sto. 230+00 2 Each <br /> Sta. 108+00 to Stu. 154+78 (Rt.) 47 Sta. Total 6 Each <br /> Stu. 155+45 to Sto. 207+70 (Rt.) 52 Sto. Location Quantity <br /> Sto. 208+38 to Sto. 260+17 (Rt.) 52 Sta. <br /> Widening Areas 1,036 Tons <br /> Total 3011 Sta. Throughout Project PLACE MONUMENT <br /> FRAME AND COVER <br /> Location Quaff <br /> DRIVEWAYS <br /> N Sta. 128+70.17 1 Each <br /> t 9Quantity PAVEMENT REINFORCING Stu. 155+15.77 (Kennefick Rd.) 1 Each <br /> o Type Araa Sta. 181+62.74 1 Each <br /> No <br /> FABRIC Sto. 208+09.94 (Dustin Rd.) 1 Each <br /> Ai F D 18 690 S.Y. Sta. 234+15.90 1 Each <br /> x Location Quantity Stu. 260+55.55 (Bruella Rd.) 1 Each <br /> m E 36 1,779 S.Y. Sia. 107+12 to 262+00 37,880 S.Y. Total 8 Each <br /> Z <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE SUMMARY OF QUANTITIES PELTIER ROAD RESURFACING Ss a so. <br /> Q (State Route 99 to Bruella Road) <br /> DRAWN BY I DATE I PR JECT ENGINEER I DATE I C DATE I APPROVAL R COMMENDED DATE <br />