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m <br />r <br />Fri <br />n <br />3 0 <br />Pc <br />C <br />?t <br />r <br />M <br />1Z <br />m <br />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 />Const. Steel Post ' <br />Footing at NW corner. <br />See Sht.24 for detail . <br />Comer ll _-/1 <br />Wingwall j <br />R. (Bridge) <br />31'-3 <br />DETAIL 3 <br />Sacked Concrete slope protection <br />60 C.Y. See Sht.#24 for detail. <br />1.2 Miles <br />' Cable Anchor Assembly (Breakaway) (Type A) Embankment Widenin <br />See SP A77G (Typ. all quadrants) (Typical all Quadrants I ! <br />1 , <br />Exist. Bridge to <br />Remain in place. <br />m I 31'-3" M.B.G.R Bride 1 25' <br />m Almond tree to (Bridge) << Type C Terminal Section <br />0I remain in place. on Bridge. f 23 j YP <br />C' 3' Min. (Typ.) Y" f, <br />(Typical all quadrants) <br />b1 <br />LJ Limits of Work <br />A.C. (Mise. Areas) (Type 1) <br />0.17' A.C. depth <br />/ R/W o <br />Z <br />0 <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />LOCATION <br />Drawn By I Date <br />I pct <br />Engineer <br />Date <br />7 Checked <br />SW.SE.NW do NE Corners <br />29 <br />11 <br />00 <br />_�; ShTd�Conform- - ado 4 <br />l',_. __ <br />_. ___ = <br />4' Shid Conform <br />.__.__._.___.._-- EP - <br />' <br />01 <br />,' <br />i <br />Const. R=7', 2' i <br />(L Const. Victory Rd. <br />�` <br />,` 21.88' Clear (Typ.) <br />from face of rail. , <br />-Ir <br />_ <br />Parabola 8 Spaces at <br />5 6Doces <br />at <br />62'=6" <br />Conform <br />o37' <br />-1 1L=25' <br />_ 3' r <br />'61/ <br />EP -__n..... <br />4�Shldonform <br />* <br />__ <br />--- - - -t, <br />t� <br />ao <br />s ..:::..:....`....:.: <br />.. �. <br />Conform to Radius <br />' <br />/ f3 <br />. <br />` <br />10' 25' <br />' seg , / <br />t ; x <br />Reset mail box as <br />�'�� <br />,` x x x <br />x <br />directed by Engineer. <br />�i x <br />x x x x x x x x <br />a <br />x <br />X <br />s3 V <br />x <br />Install 62'-I' M.B.G.R. Type 1 Flair. <br />See SP A77A, A77B, A77yC, A77D, A77F,^- <br />- <br />f <br />t� <br />( Typical 4 quadrants) <br />i.;%�� <br />x <br />x <br />Const. Wood Post." _- - <br />Footing. See SP,/'A77F <br />31'-3" <br />M.B.G.R (Bridge) on x <br />� <br />x i x <br />I <br />x! x <br />Detail B. ,' <br />Bridge. <br />, <br />LEGEND F <br />Al-- ------------- <br />LJ Limits of Work <br />A.C. (Mise. Areas) (Type 1) <br />0.17' A.C. depth <br />rZ21fl zz- a�eat n L77 <br />Val <br />9" SE Corner <br />DETAIL 2 <br />SCALE: 1"=20' <br />Date I Submitted <br />EARTHWORK <br />For Information Onl <br />Z <br />0 <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />LOCATION <br />Drawn By I Date <br />I pct <br />Engineer <br />Date <br />7 Checked <br />rZ21fl zz- a�eat n L77 <br />Val <br />9" SE Corner <br />DETAIL 2 <br />SCALE: 1"=20' <br />Date I Submitted <br />EARTHWORK <br />For Information Onl <br />RdwyRdwy <br />tr. <br />LOCATION <br />{�C Y.) <br />b <br />rC t <br />Sub. Emb <br />(C. - C.Y. C.Y. <br />ROADWAY: <br />SW.SE.NW do NE Corners <br />29 <br />11 <br />PLAN <br />BR.29C-356 <br />Date A <br />R/W <br />9 <br />TOTAL 29 „ VICTORY RD. <br />1.2 Mile N/0 Rossier Rd.) <br />MINOR STRUCTURE IMPROVEMENTS 1993 street No. <br />10 <br />Recommended Date <br />