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s <br />m <br />n <br />m <br />Shelion <br />CA�� <br />Utility Opening <br />COUN'hY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />NOTE: <br />Metal Beam 1. Deck edges and drainage facilities shall be protected to <br />Bridge Railing prevent H.M.W.M. runoff into the waterway. <br />2. Joints, drainage facilities and survey monuments shall be <br />protected to prevent contamination by the treated material. <br />NO SCALE <br />3. Chip Seal Grinding is to remove no more than 1/4" of <br />concrete deck surface. <br />4. Contractor is to reestablish traffic striping in accordance with <br />exsiting traffic striping. Existing bridge lane widths are to be <br />maintained. <br />LEGEND <br />Limits of Treating concrete bridge deck with H. M.W.M. <br />® Limit of Removing Chip Seal <br />GENERAL PLAN <br />APPROVAL RECOMMENDED <br />DATE <br />Ion <br />Z^ — <br />2014 <br />CONCRETE BRIDGE <br />0 <br />�o <br />I Sheet <br />No. <br />Shelton <br />Road Bridge No. 29C-107 across Calaveras River <br />2 of <br />13 <br />,o <br />NOTE: <br />Metal Beam 1. Deck edges and drainage facilities shall be protected to <br />Bridge Railing prevent H.M.W.M. runoff into the waterway. <br />2. Joints, drainage facilities and survey monuments shall be <br />protected to prevent contamination by the treated material. <br />NO SCALE <br />3. Chip Seal Grinding is to remove no more than 1/4" of <br />concrete deck surface. <br />4. Contractor is to reestablish traffic striping in accordance with <br />exsiting traffic striping. Existing bridge lane widths are to be <br />maintained. <br />LEGEND <br />Limits of Treating concrete bridge deck with H. M.W.M. <br />® Limit of Removing Chip Seal <br />GENERAL PLAN <br />APPROVAL RECOMMENDED <br />DATE <br />Ion <br />Z^ — <br />2014 <br />CONCRETE BRIDGE <br />DECK SEAL <br />I Sheet <br />No. <br />Shelton <br />Road Bridge No. 29C-107 across Calaveras River <br />2 of <br />13 <br />