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PAVEMENT REINFORCING FABRIC <br /> Location Quantity <br /> Cole Drive <br /> Sto. 10+38 to Sta. 17+98 (20') 1,673 S.Y. <br /> Sto. 18+74 to Sto. 21 +83 (10') (Lt.) 342 S.Y. <br /> Sto. 18+74 to Sto. 20+32 (10') (Rt.) 174 S.Y. <br /> Sto. 20+32 to Sta. 21 +83 (10') (Rt.) 218 S.Y. <br /> Sta. 21 +83 to Sta. 29+51 (22') 1,868 S.Y. <br /> Ockwilde Avenue <br /> Sta. 10+32 to Sta. 14+00 (21 ') 849 S.Y. <br /> Sto. 14+00 to Sto. 17+00 (16') 533 S.Y. <br /> Sto. 17+00 to Sto. 22+00 (21 ') 1,167 S.Y. <br /> Sta. 22+00 to Sto. 33+29 (12') 1,500 S.Y. <br /> D <br /> Total 8,324 S.Y. <br /> 0 <br /> O <br /> r <br /> m <br /> SOIL STABILIZATION FABRIC <br /> K <br /> rn Location <br /> Quantity <br /> Cole Drive <br /> Sto. 18+95 to Sto. 23+00 (Lt./CL) 360 S.Y. <br /> Sto. 24+00 to Sto. 25+24 (Lt./CL) 400 S.Y. <br /> Sto. 28+73 to Sto. 29+27 (Lt.) 73 S.Y. <br /> Total 833 S.Y. <br /> N HECORD R ING <br /> Corrections By <br /> No Changes By <br /> rn <br /> Date <br /> Any Person Using This Drawing Should Ver;, <br /> M <br /> Z <br /> All information By inspecting The Site of rror�. <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCALE Summary of Quantities Takwilde Avenue and Cole Drive Resurfacing Sheet <br /> (Morada Lane to Ashley Lane) 11 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL R COMMENDED DATE <br /> Toshiro Sessoms 0506 �1 p 2& <br />