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PAVEMENT REINFORCING FABRIC METAL BEAM GUARD RAILING <br /> Location Quantity Location Quantity <br /> Sta. 137+50 to Sta. 184+51 12,669 S.Y. Sta. 183+80 to Sta. 184+05 (Rt.) 25 L.F. <br /> Sta. 184+93 to Sta. 239+32 14,227 S.Y. Sta. 185+02 to Sta. 185+27 (Lt.) 25 L.F. <br /> Sta. 239+32 to Sta. 240+71 185 S.Y. Total 50 L.F. <br /> Total 27,358 S.Y. <br /> TYPE ET <br /> 12 INCH DIAMETER CORRUGATED TERMINAL SYSTEM ( ) <br /> > STEEL PIPE (0.079" THICK) Location Quantity <br /> 0 Location Quantity Sta. 183+25 to Sta. 183+75 (Rt.) 1 Each <br /> m <br /> Sta. 185+14 to Sta. 185+34 (Lt.) 40 L.F. Sta. 185+27 to Sta. 185+77 (Lt.) 1 Each <br /> Total 2 Each <br /> A <br /> 24 INCH DIAMETER CORRUGATED <br /> STEEL PIPE (0.109" THICK) TERMINAL SECTION (TYPE C) <br /> N <br /> Location Quantity Location Quantity <br /> Sta. 183+62 to Sta. 184+02 (Rt.) 80 L.F. Sta. 184+00f, 20' Rt. 1 Each <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES CHRISMAN ROAD RESURFACING Sheet No. <br /> (Durham Ferry Road to Linne Road) 9 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE D DATE APPROVAL RECOMMENDED DATE <br /> �� 10/06 10 10�j, A u o <br />