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—Zi <br /> 50' A.C. <br /> �." 0.17' A.C. Overlay <br /> E Trans. <br /> `o <br /> c <br /> 0 <br /> U <br /> I 0 00 Const. Exist. Wood Guard Rail --- <br /> N <br /> + to remain in place. <br /> o d Exist. Cones C. & G. <br /> .n rn U a to remain in place (Typ) <br /> `o <br /> 6'■ <br /> 25� + wm rn <br /> m N E.P. <br /> rn o <br /> m <br /> 0 <br /> - o a a <br /> D= 0 0 0 0 <br /> a m N N N N <br /> OL a <br /> 2 4 5 6 <br /> n ^ O o N <br /> y N N N �N <br /> \\\ /// / E.P. I FGFNfI <br /> Exist. Conc. C.G. & S. ® Variable Depth Asphalt Concrete Overlay. <br /> it to remain in place (Typ) <br /> .00 Depth of Asphalt Concrete Pavement Planing. <br /> ■ Limits of Asphalt Concrete Pavement Planing. <br /> BEGINNING OF PROJECT R Conform to Existing Radii. <br /> Water Valves shall be available for adjustment <br /> of F's & C's by others after paving. <br /> M <br /> M A N TH E Y ROAD a Adjust Survey Mon. F & C. Refer to S.J. Co. <br /> Improvement Std. No. CW—M1. <br /> o See Sheet 11 for location. <br /> COUNTY OF SAN JOAQUIN No SCALE PLAN MANTHEY ROAD AND sheet No. <br /> HOSPITAL ROAD RESURFACING a of 11 <br /> DRAWN B'I DATE PROJECT ENGINEER DATE CHECKED DATE SUBMfI'TED DATE APP AL ECOMMENDED ATE <br /> w.rt m/�r <br /> 7///l! 7��9 QZw.� �I�99 7/i 99 <br />