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W <br /> ■50' �I �- \ 0.06' <br /> Construction <br /> N/ 3 0.00' <br /> io a <br /> el� Woo Existing A. C. Dike to E, P. <br /> 0 o fi/ IX ■d' remain in p/oce. �A, C. Spillway to <br /> for /4 remoin in p/oce. <br /> «« :. • <br /> Hwy 580 .:...y.......... -� Conform �• <br /> OVERPASS 7 <br /> �� �� ����� � 'CCSA C �'• }-c..,.e....v..-«���<. <br /> Conform <br /> o /00' A. C. Trons. \ I.tl <br /> W I x(( � <br /> v I x / 0.06' ■�1 Existing A. C. pike to E. P. A. C. Sptllwoy <br /> p0.06' qN {/' / remoin in place. to remo/n in <br /> � III � D.00 place. <br /> a 0.00 fit R Existing C. §' G. to <br /> I <br /> III �� remain in p/ace. <br /> 8MINN/NO Of PROdfCT <br /> 0,/7A. C. 50' A, C.- O,ZI'A.0 f Construction 0. 2/'A C 50A. C. 0,/7 A. C. <br /> Trans. Trans. <br /> E. P. E• P. 1' Construction <br /> l9 N <br /> /3 - 31 ae�: 32 33 a <br /> LEGEND Y� <br /> m O.OD' Depth of Asphalt Concrete Pavement Planing, Z <br /> 0 <br /> Variable Depth Aspho/t Concrete Overlay. <br /> ■ Limits of 4sphoit Concrete Pavement Planing. <br /> � a <br /> m <br /> A <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN CORRAL HOLLOW ROAD She t ND. <br /> 1 -560 to Line Rood 4 of 6 <br /> Drawn By Date Project Engineer Dare Checked I Dat. I Submitted IDal. r I ommended I Data <br />