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J Install 62'-6" M.B.G.R. Type 1 Flare. <br /> Install 31'-3" M.B.G.R. See Sheet See SP A77A, A77B, A77C, A77D, <br /> 9 for special rail layout. Z and A77F. —25' <br /> Existing Fence to Q See Sheet 9 for post layout w <br /> Remain in Place U details. <br /> <o 0 <br /> Existing Metal Beam Bride + " <br /> Existing Dike to 9 9 ,n <br /> Remain in Place Railing to Remain in Place B N E <br /> (TYP•) <br /> c <br /> V) U <br /> C — - b_lL�- ter_ ———-- --_- - - - - --_ -. <br /> Go <br /> R & D Existing M.B.G.R. R. & D. Existing M.B.G.R. D <br /> — — — — — 270 75 — — — — — -- <br /> O Existing Traffic facility ° <br /> to remain in place. <br /> a=��=sem s�a�� <br /> \ — — — <br /> \ W \ �� <br /> \ \ ° " <br /> V <br /> J a Existing Metal Beam Guard ) a <br /> Railing to Remain in place. <br /> ~ Co St. <br /> Z Limits of Clearing & Grubbing <br /> Q arthwor isc. yeas ype <br /> CD 16' ar. Var. <br /> 4'-7' <br /> D D I <br /> A.C. Dike <br /> (Type C) <br /> Var. P <br /> m — <br /> m <br /> m ..,N Conform <br /> II <br /> D if <br /> II <br /> M NOTE I I <br /> 1. A minimum of 3' shall be maintained at u Imported Borrow <br /> Existing Roadway <br /> 8% slope from the centerline of posts to <br /> tj <br /> the hinge point at the N.W. quadrant and SECTION B-13the slope shall conform at the fence line <br /> A at the S.W. Quadrant. Sta. 274+79t to Sta. 275+67t (Lt.) <br /> • Sta. 269+51f to Sta. 270+08t (Lt.) <br /> COUNTY OF SAN JOAQUIN NO SCALE BRIDGE APPROACH TRACY BOULEVARD RESURFACING Sheet No. <br /> RAILING DETAILS Platti Road to Howard Road sof 12 <br /> Drawn By I Date I Project Engineer Date CheckedDate Submitted DaRte A rova commended Date <br /> n _ ,-J .ice � - - n / i J_, <br /> / I i i / s <br />