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0.25' A.C. Overlay 50' <br /> A.C. Trans. <br /> O OQ <br /> 0 o <br /> 0.04' A.C. 20' 20' _ '♦ <br /> Conform <br /> n < o <br /> 0.12' A.C. Id Construction <br /> E.P. Ld E.E.P. <br /> Lj <br /> END OF PROJECT <br /> > Exist. Fence <br /> to remain <br /> Construction o Exist. Fence <br /> to remain <br /> m � < 'I< W <br /> a O <br /> m Adjust Exist. SDI o — Adjust Exist. SDI <br /> E.P. Frame and Grate J Frame and Grate <br /> Refer to S.J. Co. --x-- x x xJ E` Refer to S.J. Co. <br /> 5 v Std. CW—R36 R 20' 20' R Std. CW—R36_ <br /> x a b LOCKE ROAD + <br /> L <br /> � m to <br /> N s a 84 85 86 87 88 <br /> m N HIGHWAY <br /> OJ / <br /> x 15' <br /> M EPi <br /> E. Exist. Headwall E / <br /> I A.C. Trans. <br /> a & Cross Drain o <br /> to remain 50' <br /> i 0.12' A.C. <br /> p Overlay _ to _ / <br /> + + U +U / <br /> �ro ma ma <br /> m LEGEND a o60 <br /> N N O Vl O <br /> ® Variable Depth Asphalt Concrete Overlay <br /> F <br /> A R Conform to Existing Radii <br /> I <br /> I 7 <br /> COUNTY OF SAN JOA VI�� NO SCALE PLAN LOCKE ROAD RESURFACING Sheet No. <br /> Q Trethewa Road to State Highway Route 88 5 of 7 <br /> DRAWN BY I DATE PROJECT ENGINEER I DATE D I DATE I I DATE %PR0V6VREC0MMENDED DATE <br /> vn�n l <br /> 0/GOA6, 4,kL, #1 /IV* <br />