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i <br /> i <br /> i <br /> 1� Eo 50' Trans 0.25' A.C. <br /> � <br /> coM <br /> \ <br /> in `� Const. <br /> o o q Const. <br /> 0 o E.P. Existing C. & G. to <br /> oR + remain in place E.P. <br /> w + o ---+ <br /> 3 m 4 '0 in in 11 12 ;r 16 17 in <br /> m <br /> t <br /> z E.P. E.P. <br /> BEGINING OF PROJECT <br /> o <br /> m <br /> a <br /> 0.25' A.C. 25' A.C. d LEGEND <br /> Trans. in <br /> n <br /> 15;- Eo ® Variable Depth Asphalt <br /> Const. c Concrete. <br /> 0 <br /> o n E.P. E P o o �, R Conform to existing <br /> > L a 0o o , a Radii <br /> o + b R <br /> ■ Limits of Asphalt Concrete <br /> a N iv Pavement Planing <br /> in 29 in N 30 N N 16 <br /> 0.00 Depth of Asphalt Concrete <br /> Z R \I Pavement Planing <br /> X E.P. E.P. <br /> M <br /> II <br /> h o u <br /> L <br /> Refer to Sheet 4 for END OF PROJECT <br /> Mm o Intersection Details. <br /> a <br /> v M o x <br /> Qm ow <br /> A <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN MLANE RESURFACING sheet No. <br /> Northh 999 9 FFrrontage Rd. to Alhambra Ave. 3 of 4 <br /> Drown By Date Project Engineer Dote Checked Dote Submitted Dote *rg?E Recommended Date <br />