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ESSI <br /> D. <br /> No. 38465 <br /> ♦ Exp. 3-31-09 <br /> CI VII �P2P <br /> I <br /> Existing fence Peter D, > ,,tla <br /> Face of rail 2' from EP from REGLMUM CIVR. ENGDMM 88486 <br /> Sta. 288+75 to Sta. 296+25. Toe of Slope <br /> / I <br /> o Buried Post End Anchor. s <br /> Sta. 287+93 (21' Lt) ----- - vr. <br /> Z3 <br /> o 'o Sta. 287+93 to Sta. q o <br /> m m 288+50 Variable Offset. EP <br /> "o Const <br /> Existing AC dike <br /> o Toe of Slop <br /> 4l <br /> _ Hinge Point .= <br /> Match Existing Striping. Striping <br /> shall be raised and inverted <br /> EP profile thermoplastic stripe. <br /> Os Existing <br /> See detail on sheet 2. <br /> O Dike <br /> o / 0AA0� <br /> s.0 s b 0� <br /> GOEE <br /> E p�N <br /> v <br /> T S <br /> N m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUINNO SCALE CONSTRUCTION, SIGNING. CORRAL HOLLOW ROAD SAFETY IMPROVEMENTS Sheet No. <br /> AND STRIPING PLANS (2 miles w/o 1-580 for a distance of 1 mile) 6 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />