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a: <br />0 <br />Hollenbe <br />70' <br />32' Clear Roadway <br />SECTION A—A <br />NTS <br />C©UNIX OF SAN J®AQUIN <br />DRAWN BY DATE P JECT ENGINEER DATE <br />NO SCALE <br />CHECKED DATE <br />9� AJA r_ 1.�, <br />PLAN <br />Y <br />NOTE: <br />0 <br />1. Deck drainage facilities shall be protected to <br />prevent H.M.W.M. runoff into the waterway. <br />2. Joints, drainage facilities, survey monument and <br />pavement markers shall be protected to prevent <br />contamination by the treated material. <br />—Metal Beam 3, Chip Seal Grinding is to remove no more than <br />Bridge Railing 1/4" of concrete deck surface. <br />4. Contractor is to reestablish traffic striping in <br />accordance with exsiting traffic striping. Existing <br />bridge lane widths are to be maintained. <br />GENERAL PLAN <br />LEGEND <br />�Z4 <br />7" <br />Limit of Work (Treat concrete bridge deck with H. M.W. M.) <br />® Limit of Removing Chip Seal <br />2015 CONCRETE BRIDGE DECK SEAL Sheet No. <br />Hollenbeck Road Bridge No. 29C-344 across South Branch Duck Creek 10 of 13 <br />