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NOTES, <br />1. A minimum of 3' shall be maintained at <br />8% slope from the centerline of posts to <br />the hinge point at all quadrants. <br />2. Dimensions are Typical and <br />apply to all quadrants. <br />3. For complete R/W, see R/W record <br />maps at 1810 E. Hazelton Ave. <br />Stockton, Calif. <br />4. 1 Layer = 1 Course <br />I '��1.2es <br />Cable Anchor Assembly (Breakaway) (Type A) Embankment Widening <br />See SP A77G (Typ. all quadrants) (Typical all Quadrants) <br />25' <br />/Const. Steel Post <br />Footing at NW corner. <br />See Sht.24 for detail <br />At the NW/7 <br />Corner of <br />Wingwall <br />_M.B.G.R. (Bridge) <br />`r 31-3" <br />DETAIL 3 <br />t` <br />Exist. Bridge to; <br />e <br />y; <br />Remain in place. <br />Almond tree to 31'-3" M.B.G.R (Bridge) �_ 23 yp <br />o I remoin in place. on Bridge. , /, T e C Terminal Section <br />(Typical all quadrants) <br />Sacked Concrete slope protection <br />60 C.Y. See Sht.#24 for detail. <br />25' <br />' No. 21258 z <br />* Exp. 9-30-97 <br />1 <br />\CF CALF% <br />/01 <br />3 Min. 1, p•) ,' I R/W <br />R/W" o f �' f <br />t� <br />ae 4' x........._ ' ..._ ..00 <br />°0 4' Shld Conform -a. .. ..... EP - - <br />o Const. R=7', 2' <br />Const. Victory Rd. Y 21.88' Clear (Typ.) from face of rail. <br />0 <br />-. <br />O1 <br />37'-6" Parabola " 8 Spaces at 5 Spaces at 62'=6" Conform <br />o <br />1/2"=25' 'r3"=31'-3" ,` - - EP ..._._....... <br />4' Shld Conform �` ' Conform to Radius <br />00 <br />5 <br />iD 10' 25' '' m� -' x Reset mail box as 3 x x x <br />0 - `,,/' x directed by Engineer. t, ; I <br />> <br />x x x x x x x x x `i i x <br />O i <br />tf i <br /><� x ,i � � x <br />Install 62'-6" M.B.G.R. Type 1 Flair. = i <br />See SP A77A, A776, A77C, A77D, A77F, ; ; x x <br />T1 ( Typical 4 quadrants ) 3'"+ '•. N i <br />frT1 Const. Wood Post=' 31'-3" M.B.G.R (Bridge) on x x x T x' x <br />Footing. See SP� A,77F <br />Z Detail B. Bridge. <br />KLEGEND <br />M - <br />�— 31'-3"— EARTHWORK For Information Only) <br />Limits of Work wr Wv <br />Rd Rd Str. Str. <br />LOCATION Exc. Emb. Sub. Exc. Emb <br />0 9" S E Corner (Cy.) (C.YJ (C.Y.) C.Y.(C.Y. <br />ROADWAY: <br />D DETAIL 2 SW,SE•NW & NE Comers 29 „ VICTORY R D . <br />A.C. (Misc. Areas) (Type 1) TOTAL 29 11 <br />It ;0 <br />r s� 0.17' A.C. depth ( 1.2 Mile N/0 Rossier Rd.) <br />Z SCALE: 1"=20' PLAN MINOR STRUCTURE IMPROVEMENTS 1993 sheet No. <br />COUNTY OF SAN JOAQUIN BR.29C-356 10 <br />Drawn By Date P ' ct Engineer Date Checked Date Submitted Date Approval Recommended Date <br />