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50' A.C. w r <br /> 0.17' A.C. Overlay + E o <br /> N N Trans. 40 3 <br /> + + p > <br /> N o� o <br /> 1 a a ~ <br /> I' N Const. a zs' <br /> II I m o f i w <br /> II o <br /> II a Adjust Survey Mon. F & C Sto. 5+00 (Hospital Rd.) y <br /> Sta. 13+38 (Manthey Road) <br /> _--:f" o R �A i <br /> - — — �p E.P. <br /> Main <br /> Hospital <br /> Entrance <br /> N < a a < a I I <br /> - - - � Hospital Road N N N MI n -H <br /> - - <br /> 0 6 15 <br /> h N N N N 'o M <br /> Exit Q <br /> s \ <br /> � J <br /> \� Conform Manthey Road E.P. �' V� 0 <br /> ii m \� A. C. Overlay + R a <br /> II T x <br /> C.P. Test Valve shall be available \ p <br /> II <br /> for adjustment of F & C by others after paving. ° Existing A.C. Dike to <br /> 0 remain in place (Typ.) w <br /> 11 A�I (4 <br /> II Existing Raised Islands <br /> to remain in place (Typ.) <br /> GEGEN BEGINNING OF PROJECT END OF PROJECT <br /> '^ ® Variable Depth Asphalt Concrete Overlay. <br /> b <br /> 0.00 Depth of Asphalt Concrete Pavement Planing. HOSPITAL ROAD <br /> A ■ Limits of Asphalt Concrete Pavement Planing. <br /> F R Conform to Existing Radii. <br /> o WV Water Valves shall be available for adjustment of F's & C's by others after paving. <br /> COUNTY OF SAN 7OAQU NNO SCALE PLAN HOSPM ALTHEY ROAD AND <br /> ROAD RESURFACING Sheaf No.1 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTEDDATE AP ROV I09COMMENDED DATE <br />