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Install 37'-6" M.B.G.R., o <br /> See Sheet 9. <br /> ly- <br /> W 25' X <br /> Lj <br /> Existing Dike to > rn <br /> N o <br /> Remain in PlaceA 0) <br /> Existing Metal Beam Bridge n N `o <br /> Railing to Remain in Place Q) u 1 o c <br /> ( TYP•) � 0 o <br /> - — - C — — — — — — — — — — — — — — — — _'L_ - <br /> 1 \ \ A R. Sc D. Existing M.B.G.R. <br /> - - - - <br /> R & D Existing M.B.G.R. 215 219 <br /> - — - 1mii-2' Shld. Conform K <br /> i Q a) <br /> U <br /> V <br /> N25' � J <br /> X O <br /> W � <br /> aConfit. <br /> Limits of Clearing & Grubbing <br /> E N Install 62'-6" M.B.G.R. Type 1 Flare. See & Earthwork, Misc. Areas Type 2 <br /> o SP A77A, A77B, A77C, A77D, and A77F. <br /> 06 See Sheet 9 for 16' Var. (Var.) <br /> v Cn Post Layout Detail 4'-9' <br /> n <br /> n I <br /> A.C. Dike <br /> o (Type C) <br /> J _ Var. HP <br /> Conform <br /> M <br /> Z II <br /> Li <br /> NOTES Imported Borrow <br /> Existing Roadway <br /> 1. All existing facilities & driveways to <br /> remain in place unless otherwise noted. SECTION A—A <br /> ey <br /> v 2. A minimum of 3' shall be maintained at Typical Both Sides <br /> • r£i 8% slope from the centerline of posts to Sto. 218+66t to Sta. 219+29t Lt.) <br /> the hinge point. Sta. 214+37t to Sta. 215+25t Rt.) <br /> COUNTY OF SAN JOAQUIN NG SCALE BRIDGE APPROACH TRACY BOULEVARD RESURFACING Sheet No. <br /> RAILING DETAILS Platti Road to Howard Road 7 of 12 <br /> DrawnBy _Date I Project Engineer I Date I Checked Date Submitted I Date I ApjjrqvRecommended Date <br />