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METAL BEAM GUARD RAIL <br /> Location Quantity <br /> Bridge 29C-389 (Potter Creek) <br /> NE Quad. 12.5 L.F. <br /> NW Quad. 12.5 L.F. <br /> SE Quad. 12.5 L.F. <br /> SW Quad. 12.5 L.F. <br /> Transitions 4@ 6.25 25 L.F. <br /> Bridge 29C-1 1 1 (Mormon Slough) <br /> NE Quad. 12.5 L.F. <br /> NW Quad. 12.5 L.F. <br /> o SE Quad. 25 L.F. <br /> N > SW Quad. 12.5 L.F. <br /> o v Transitions 4Q 6.25 25 L.F. <br /> 00 <br /> / 1, <br /> Total 162.5 LF. <br /> I m <br /> m <br /> O ; <br /> C m <br /> z <br /> D <br /> z <br /> X <br /> O <br /> D <br /> TERMINAL SECTION (TYPE B) <br /> 1-1 <br /> 3 Location Quantity <br /> c� <br /> Bridge 29C-389 (Potter Creek) <br /> T NE Quad. 1 Each <br /> NW Quad. 1 Each <br /> SE Quad. 1 Each <br /> SW Quad. 1 Each <br /> Bridge 29C-111 (Mormon Slough) <br /> N NE Quad. 1 Each <br /> v NW Quad. 1 Each <br /> O <br /> SW Quad. 1 Each <br /> z <br /> m <br /> m <br /> Total 7 Each <br /> m <br /> z <br /> O <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES DUNCAN ROAD RESURFACING Sheet No. <br /> (Copperopolis Rood to State Hwy Route 26) 15 of 15 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Silva 11/07 <br /> 7 <br />