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M. 21258 <br /> * E�9_30-0 <br /> C <br /> Cable Anchor Assembly. <br /> ( ka BreaType A). See <br /> S.P. A77G (Typ. <br /> all quadrants) IN <br /> Embankment Widen in 4 <br /> Earthwork (Mise. Areas) 31'-3" Single Thrie <br /> (Typical all Quadrants) Beam Rail Barrier 25' 10' <br /> See S.r A77F. Type C Terminal Section <br /> 25' 12'-6" Existing Bridge to — Y <br /> Remain in place. (Typical all quadrants) <br /> Utility Pole t <br /> R W <br /> Remain in Place <br /> R W <br /> / / / % / / <br /> Creekl <br /> See Sheet 3 for <br /> Post Layout <br /> 00 4, � <br /> EP- - - - - - - - - - - - - - - - - - - - - - - — —R & D Existi -r- - - - - - - - - - - - - - - - - - - - - - - - - - -EP - <br /> ng � i <br /> N — Const. 4 <br /> — M.B.B.R. (Typ.) — — — — — <br /> 25. ' Clear (Typ.) <br /> 0 <br /> j 6'-3" Trans. See S.P. A78C (Typ. 4 Corners) 'a <br /> N 37'-6" Parabola 8 Spaces at j6'-S1 62'-6" <br /> - - - - - - - - 3'-1 1L2'_25' — <br /> EP- - - - - - - - — - - - — — - - - - - - - - - - - - - - - - - -EP <br /> 7 4 Shld Conform <br /> n a00 (TYPO <br /> r- See Sheet 3 for / <br /> M n Post Layout -'I 5 Spaces/ at 31'-3" Single Thrie Beam Barrier Rail (Bridge) <br /> o --- Yr r i 6'-3'X31'-3" See S.P. A78A, A78B, and Sht. 4 for Details. <br /> N RAW gro�ah 1 R W <br /> 10' 25' <br /> m 25' 10' <br /> r <br /> m NOTES <br /> /Install 62'-6" M.B.G.R. Type 1 Flair. <br /> Z 1. A minimum of 3' shall be maintained at 8% See SP A77A, A77B, A77C, A77D, Existing Fence to remain in place. (Typ.) <br /> 3 slope from the centerline of posts to the (Typical 4 quadrants), <br /> iml hinge point. Max. embankment slope I2:1 <br /> beyond hinge point. <br /> 2. Dimensions ara Typical and apply to all <br /> ey <br /> quadrants. <br /> � D <br /> M Limits of Work <br /> z COUNTY OF SAN JOAQUIN No SCALE -PIAN I LIBERTY ROAD MINOR STRUCTURE IMPROVEMENTS S2 of N4o. <br /> 0.25 Mile 0 North Cherokee Lane <br /> Drawn By Date Project Engineer 7Date Check/ed Date Submitted Date prova R nnended Date <br /> 7 <br /> QiZL1f <br />