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R <br /> Const. Lt. = 22' & Rt. = 24' <br /> Type—D Lt. = 11 .6' & Rt. = 14.4' <br /> Wingwall. A.C. Misc. Areas <br /> See SPD 85 �— 1 — 1 —I— 1 E.P. t 10' <br /> r — <br /> zzz <br /> Slope = 0.01 New construction. Expansion Joint not required <br /> See SPD 83 for details Existing Construction <br /> . . . . . . .— — — Ib 2125A <br /> Remove concrete parallel to <br /> 10" parapet and splice to existing <br /> W600 L J longitudinal rebar in all members. OFA <br /> * Existing box cover at E.P. Lt. & Rt. <br /> Fence 2 YY <br /> Roadway is t 0.4' at structure W6O0 & W602 R/W <br /> Lt. = f 21 ' & Rt. = f 23' <br /> / <br /> A.C. Misc. Areas �— 1 —ISI+ *E.P RT = /3' <br /> + I~ 6„ <br /> —� - - - - <br /> i 1 .5" . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . <br /> _ New construction. Expansion Joint not required <br /> T D Slope = 0.01 See SPD 83 for details �-- Existing Construction <br /> 3 <br /> Remove concrete parallel to <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . <br /> d 1 , parapet and splice to existing <br /> ' W602 L _� longitudinal rebar in aN members. <br /> A 2' NOTE: SEE SHEET 1 FOR OTHER STD. PLANS THAT MAY APPLY. <br /> o COUNTY OF SAN JOAQUIN SCALE: NONE BOX CULVERT HEWITT ROAD IMPROVEMENTS Sheet <br /> a CONSTRUCTION DETAILS (HES) 9 of ,a <br /> Drown By Date I Project En;n r Date Checked Dote Submitted Dote A rav R ronnended t ACRD FILE <br /> TONY REFUERZO ./oro. 7 ( ., i cy/ d7 \HEWIT \SHEETI0 <br />