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PAVEMENT REPAIR " SHOULDER BACKING <br /> Location Quantity Location Quantity <br /> 71 Locations throughout 2,476 S.Y. N. 99 Frontage Road (E) . <br /> Ste. 8+70 to Ste. 14+00 1,322 Tons <br /> Collier Rd. - <br /> Ste. 2+00 to Ste. 15+86 105 Tons <br /> PLANING ASPHALT CONCRETE PAVEMENT Total 1,427 Tons ASPHALT CONCRETE (MISC. AREAS) <br /> Location Ouan • No shoulder backing behind dike areas Location Quantity <br /> Mainline <br /> N. 99 Frontage Road (El DRIVEWAYS (TYPE D) Ste. 71+10 (Lt), Place AC 0verside Drain 8 S.Y. <br /> Ste. 8+70 to Ste. 8+85 (Beg.) 67 S.Y. <br /> Ste. 73+85 to Ste. 74+00 (End) 42 S.Y. Location Quantity <br /> aCalimyrna Road Int. 17 Locations throughout 581 S.Y. <br /> g Ste. 5+80 to 6+00 34 S.Y. <br /> Barron Road Int. <br /> Sta. 5+00 to 5+41 24 S.Y. DRIVEWAYS (TYPE E) <br /> i n Collier Road <br /> 8b Ste. 2+00 to Ste. 2+15 46 S.Y. Location Quantity <br /> T Ste. 7+92 to Ste. 8+22 (W. Br. App.) 127 S.Y. <br /> v m Ste. 10+12 to Ste. 10+37 (E. Br. app.) 74 S.Y. 30 Locations throughout 1,003 S.Y. ASPHALT CONCRETE (TYPE B) <br /> i Ste. 15+66 to Ste. 15+86 55 S.Y. <br /> s m N. 99 Frontage Road (W) Int. LEVELING <br /> Stu. 4+30 to 4+40 (s. Leg) 29 S.Y. ASPHALT CONCRETE (SPE B) <br /> Ste. 5+60 to 5+70 (N. Leg) 29 S.Y. Location Quantity <br /> Location Quantity Ste. 44+00 to Ste. 63+25 (Rt.) - 208 Tans <br /> Mairlin Ste. 48+50 to Ste. 63+25 (Lt.) 137 Tons <br /> Total 527 S.Y. N. 99 Frontage Road (E) 2,781 Tons Ste. 70+04 to Ste. 72+40 (Rt.) 10 Tons <br /> Collier Road 555 Tons Ste. 70+45 to Ste. 72+70 (Lt.) 10 Tons <br /> LA Intersections 426 Tons <br /> Pavement Repair 900 Tons Total 365 Tons <br /> Driveways (Type D) 130 Tons <br /> 1 RECONSTRUCT PIPE DOWNDRAIN Driveways (Type E) 87 Tons <br /> o LocationA.C. (Misc. Areas) 1 Tons <br /> i QUOntlty A.C. Dike 14 Tons <br /> m <br /> A Ste. Ste. 71+28 (Rt.) 1 Each <br /> Total 4,894 Tons <br /> m <br /> z <br /> O <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES I N. 99 FRONTAGE ROAD E RESURFACING Sheet No. <br /> Calim rna Road to eltier Road a of 9 <br /> DRAWNN�� "BY <br /> DATE PROJECT ENGINEER DATE CHECKED DATE �1 SUBMI D DATE APPROVAL RECOMMENDED "-��D.�/A�TE <br /> .. -AOZ, <br />