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18"0 CORRUGATED STEEL TERMINAL SECTION (TYPE C) CONCRETE BARRIER <br /> PIPE (0. 109" THICK) Location Quantity (TYPE 25 MODIFIED) <br /> Location Quantity Bridge No. 29C-174 Location Quantity_ <br /> Sta. 365+71f to Sta. 366+61t Lt. 90 L.F. N. E. Corner 1 Each Bridge No. 29C-174 Lt. k Rt. 99 L.F. <br /> Each <br /> 1 E <br /> r <br /> C <br /> E. Corner ac <br /> Sta. 368+06f to Sta. 368+78f Lt. 76 L.F. S.N. W. Corner 1 Each Bridge No. 29C-175 Lt. h Rt. 50 L.F. <br /> Sta. 368+37f to Sta. 368+73f Rt. S. W. Corner 1 Each Total 149 L.F. <br /> 38 L.F. <br /> Total 204 L.F. Bridge Total 4 Each <br /> Bridge No. 29C-175 CONCRETE BARRIER <br /> N. W. Corner <br /> 18"0 STORM DRAIN INLET N. E. Corner ; Each TYPE 27 MODIFIED <br /> S. E. Corner 1 Each Location Quantit <br /> Location QUantlt S. W. Corner 1 Each <br /> Sta. 366+60t Lt. 1 Each Bridge Total 4 Each Bridge No. 29C-176 Lt. k Rt. 184 L.F. <br /> Sta. 368+15t Lt. 1 Each Bridge No. 29C-176 <br /> Total —T—Each N. W. Corner 1 Each CABLE ANCHOR ASSEMBLY <br /> N. E. Corner 1 Each (BREAKAWAY — TYPE A) <br /> S. E. Corner 1 Each <br /> FRAME AND GRATE (S. D. I .) S. W. Corner Bridge Total 1 Each 4 Each Location Quantity <br /> Location QuantityBridge Total 12 Each e No. 29C-174 <br /> N. E. Corner 1 Each <br /> Sta. 366+60f Lt. 1 Each S. W. Corner 1 Each <br /> Sta. 368+15t Lt. 1 Each N. W. Corner 1 Each <br /> Total 2 Each END SECTION Bridge Total 3 Each <br /> Bridae No. 29C-175 <br /> METAL BEAM GUARD RAILING Location Quantity N. W. Corner 1 Each <br /> Bridge No. 29C-174 N. E. Corner 1 Each <br /> N. E. Corner 1 Each S. E. Corner 1 Each <br /> Location QuantityS. E. Corner 1 Each S. W. Corner 1 Each <br /> $ Bridge No. 29C-174 S. W. Corner 1 Each Bridge Total 4 Each <br /> N Dn N. E. Corner 62.5 L.F. Bridge No. 29C-176 <br /> N. W. Corner 1 Each N. W. Corner 1 Each <br /> S. E. Corner 62.5 L.F. Bridge Total 4 Each <br /> z S. W. Corner 12.5 L.F. N. E. Corner 1 Each <br /> o Bridge No. 29C-175 <br /> H N. W. Corner 50.0 L.F. N. W. Corner 1 Each S. E. Corner 1 Each <br /> Bridge Total 187.5 L.F. NECorner 1 Each S. W. Corner 1 Each <br /> N. E.,i Bridge No. 29C-175 S. E. Corner 1 Each Bridge Total 4 Each <br /> N. W. Corner 62.5 L.F. S. W. Comer 1 Each Total 11 Each <br /> o r m N. E. Corner 62.5 LF. Bridge Total 4 Each <br /> a D S. E. Comer 62.5 L.F. Bridge No. 29C-176 <br /> a' X S. W. Corner 62.5 L.F. ESS/p�, <br /> N. W. Comer 1 Each <br /> Bridge Total 250.0 L.F. N. E. Corner 1 Each <br /> Bridae No. 29C-176 S. E. Corner 1 Each v1 <br /> N. W. Comer 62.5 L.F. S. W. Corner 1 Each No. 21258 <br /> ty N. E. Comer 62.5 L.F. Bridge Total 4 Each * EV. 9-3D-97 <br /> v S. E. Corner 62.5 L.F. Total 12 Each <br /> S. W. Corner 62.5 L.F. <br /> M Bridge Total 250.0 L.F. �F CALIF <br /> A Total 687.5 L.F. Denotes Miscellaneous Facility. �,yf <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES MARIPOSA ROAD awns RFACING Sheet No, <br /> Austin Road to Gwne Road 18 of 18 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Dnte ecommended ate <br />