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0.25' 0.25' Overlay over 0.60' A.C. Widening <br /> A.C. Overlay Sta. 38+00 to Sta. 46+56t) <br /> Reconstruct Southerly <br /> Emergency Driveway <br /> E.P. Taper See Sheet 17 for Const. <br /> Driveway (Type F) Details <br /> Adjust Fence Gate <br /> N <br /> j O <br /> a <br /> Sta. 47+00 (C.L. Survey) – Existing Chain–link Fence <br /> Sta. 46+99.10 (C.L. Const.) to remain in place + N <br /> c a �— ��............ <br /> EEF a� on a <br /> e > c � to be removed -- – – x— – -x– x – -- --" <br /> n � w ._ Fence Section <br /> o n 0 <br /> o i <br /> < m n NORTH 99 FRONTAGE ROAD (WEST) 799.10' S 0'53'44.84" E N <br /> 3 46 45 � 44 43 N <br /> t 47 <br /> m <br /> X— . _x __�_______{ X-- -X._ _ _x _ . _. _X_. x _x—- —x - - -X— _—x— _ _X._ —_X_ _x_. _ _x -X-- -X---X <br /> Gate —X I Gate I Gate I <br /> IF. ik No Paved trap <br /> Driveway Entrance Exist. Property Fence <br /> to remain In place <br /> v <br /> r Uf. Const. = Ct. Survey I STATE ROUTE 99 <br /> m SOUTHBOUND <br /> A <br /> T <br /> M <br /> z <br /> O <br /> N. 99 FRONTAGE ROAD W & E RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN Mokelumne River to Woodbridge Rd. (W & E & Woodbridge Rd. to ADi Rd. (W) 8 of 19 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE /CMCliIE6Q` DATE SUBMITTED DATE APP AL&1DM M E N D E D DATE <br />