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s100' A.C. Trans. 0.25' A.C. Overlay---N------o— 0.25' A.C. Overlay N N <br /> 0 <br /> � o <br /> (n c 25 Const. <br /> v <br /> C c_ 3 <br /> C I U a <br /> o a d E.P. E.P. <br /> � I � <br /> x � o <br /> Q1 U <br /> 0) O O C N N N <br /> W N <br /> Z O N N <br /> 6� N <br /> i <br /> E.P. E.P. -P ao <br /> ... .... .... . M <br /> iv 5 0.00' <br /> Url <br /> Exist. A. C. Overside Drain0 og, •x^ Conform <br /> I to remain in place <br /> � I <br /> Intersecting <br /> 3 I �X£ xist. A. C. Dike to .`� Location X" <br /> Street <br /> remain in place Springfield Ave. (S) Sta. 15+00 32' <br /> o I U LEGEND c Cole Ave. (N) Sta. 19+55 50' <br /> / Variable Depth Asphalt Concrete Overlay. v Cole Ave. (S) Sta. 19+55 24' <br /> I ` I Leland Ave. (S) Sta. 25+25 24' <br /> I 0.00' Depth of Asphalt Concrete Pavement Planing. :; Ruff Ave. (S) Sta. 31 +06 24' <br /> 1(4 <br /> ■ Limits of Asphalt Concrete Pavement Planing. <br /> Oakwilde Ave. (N) Sta. 38+73 41 ' <br /> F Oakwilde Ave. (S) Sta. 38+73 16' <br /> M R Conform to Existing Radii. Alhambra Ave. (S) Sta. 49+74 22' <br /> Hazel Ave. (N) Sta. 58+00 18' <br /> ♦ m Fernwood Ave (N) Sta. 65+10 20' <br /> MHildreth Ave. (N) Sta. 82+06 21 ' <br /> Z <br /> Hildreth Ave. (S) I Sta. 82+06 24' <br /> 0 <br /> m BEGINNING OF PROJECT TYPICAL INTERSECTION <br /> 0 <br /> Z <br /> g COUNTY OF SAN JOAQUIN No SCALE P(,qN ASHLEY LANE RESURFACING Sheet No. <br /> (N. 99 Frontage Road to Hildreth Lane) 3 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE �CHEECCKED DATE SUBMITTED ROV, DATE AP ECOMMENDED DATE <br /> Yo„...1 S. d.4•«y. 10196 `�-aklr�.ov,,� ,��i�9 ��K�'/'�W 12111Z4d <br />