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PAVEMENT REPAIR SHOULDER BACKING TEMPORARY SILT FENCE <br /> Location Quantity Location Quantity Location Quantity <br /> 91 Locations 1,980 S.Y. Sta. 205+92 to Sta. 447+75 6,100 Tons Stu. 236+90 to Ste. 237+15 (Lt.) 25 L.F. <br /> Ste. 237+06 to Sta. 237+31 (Rt.) 25 L.F. <br /> PLANING ASPHALT Ste. 237+91 to ata. 236+16 (Lt.) 25 L.F. <br /> Sta. 238+08 to Ste. 238+33 (Rt.) 25 L.F. <br /> CONCRETE PAVEMENT Ste. 305+11 to Ste. 305+36 (Rt.) 25 L.F. <br /> Ste. 305+24 to Ste. 305+49 (Lt.) 25 L.F. <br /> Location Quantity Ste. 306+18 to Ste. 306+43 (Rt.) 25 L.F. <br /> v <br /> Ste. 205+96 to Sta. 206+13 306 S.Y. DRIVEWAYS Ste. 306+31 to Ste. 306+56 (Lt.) 25 L.F. <br /> Ste. 354+28 to Ste. 354+53 (Lt.) 25 L.F. <br /> Ste. 236+89 to Ste. 237+39 133 S.Y. Type Number Area Sta. 354+28 to Ste. 354+53 (Rt.) 25 L.F. <br /> Ste. 237+83 to Ste. 238+33 133 S.Y. <br /> N Ste. 354+75 to Ste. 355+00 Lt. 25 L.F. <br /> a Ste. 304+83 to Ste. 305+33 133 S.Y. D 18 Locations 671 S.Y. <br /> Ste. 306+12 to Ste. 306+62 133 S.Y. Stu. 354+75 to Ste. 355+00 (Rt.) 25 L.F. <br /> a E 14 Locations 741 S.Y. Stu. 430+44 to Ste. 430+91 (Lt.) 47 L.F. <br /> Stu. 353+81 to Ste. 354+31 133 S.Y. <br /> Stu. 354+68 to Ste. 355+18 133 S.Y. Ste. 430+44 to Ste. 430+91 (Rt.) 47 L.F. <br /> 0 <br /> / o <br /> p „ <br /> Ste. 425 (Lt.) Arch Road 78 S.Y. Total 394 L.F. <br /> o m Ste. 425 (Rt.) Facility Access Road 180 S.Y. <br /> Ste. 429+93 to Ste. 431 +18 333 S.Y. ASPHALT CONCRETE <br /> m Stu. 447+25 to Ste. 447+75 133 S.Y. <br /> Total 1,830 S.Y. (TYPE A) <br /> z <br /> s Location Quantity <br /> z <br /> i Mainline 10,815 Tons <br /> ADJUST MONUMENT Intersections 150 Tons <br /> FRAME AND COVER Driveways 212 Tons <br /> Pavement Repair 660 Tons <br /> Location Quantity I Total 11,837 Tons <br /> (A Ste. 296+71 + 1 Each <br /> :� Ste. 323+203 1 Each <br /> Ste. 345+39t 1 Each <br /> In Ste. 360+88t 1 Each <br /> Ste. 371+88f 1 Each <br /> Sta. 398+34t 1 Each PAVEMENT REINFORCING FABRIC <br /> � <br /> A Stu. 415+70t 1 Each Location Quantity <br /> Ste. 424+89t 1 Each <br /> J m Total 8 Each Ste. 206+22 to Stu. 447+25 59,018 S.Y. <br /> z <br /> 0 <br /> COUNTY OF SAN 022 JOA UIN No SCALE SUMMARY OF QUANTITIES AUSTIN ROAD RESURFACING sheet No. <br /> Q (french Camp Road to Mariposa Road) 10 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMTT D DATE ,AAPP�PRO�VAL R COMMENDED /DATE <br /> pnrb 7-,,: T114/es B,,.b Tire.. 2�II>: -V.&)ae.,..,, 3Jzi/oz 6 3 B L 1�— <br />