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�0 9 <br /> P ; <br /> +3° 0.25' A.C. Overlay <br /> 100' A. . Trans. Y 100 A.C. Trans. 0.35' A.C. Overlay <br /> ■ <br /> 50' <br /> 0 ° o <br /> Const. Sta. 28+00 <br /> J Place 12" Dia. x 36 <br /> T o o E.P. + + Conc. Reinforced Pipe <br /> T R o + + 00 00 (Class IV) Typical <br /> � I <br /> M <br /> V) N 11 16 17 <br /> C 24" W 2811 <br /> V) 1 � <br /> i OA 11 R <br /> E.P. Sta. 28+00 <br /> Place 18" Dia. <br /> BEGRiNING OF PROJECT Storm Drain Inlet Frame and Grate <br /> c <br /> a (Refer to Sheet No. 6 for Details) <br /> 8 <br /> w <br /> D <br /> 4. <br /> 0.35' A.C. V� Overlay ^ 0.35' A.C. Overlay 0.35' A.C. Overlay <br /> ao a <br /> , " - w ' m m 00 N <br /> o + n Const. o + ° w v, Pw PH <br /> 8 b o r T P T n m Sta. 54+00 n <br /> 6 �o r ._,o �� y o �W y } Place 12" Dia. x 36' <br /> < + s <br /> EPf Conc. Reinforced Pip + <br /> oom o ° o <br /> o <br /> ow o ow F <br /> o <br /> II <br /> N 32 40 43 24" W �4 �; <br /> 57 <br /> N - <br /> ' v _ LEGEND E'P' Sta. 54+00 <br /> Depth of Asphalt Concrete Pavement Planing Place 18" Dia. <br /> .08 <br /> W f � Areas of Earthwork (Miscellaneous Areas) Storm Drain Inlet Frame and Grate <br /> OA ® Variable Depth Asphalt Concrete Overlay O Place Monument Frame and Cover (Refer to Sheet No. 6 for Details) <br /> :3 ■ Limits of Asphalt Concrete Pavement Planing <br /> R Conform to Existing Radii ® Place 18" Dia. Storm Drain Inlet Frame and Grate <br /> o07,771 Areas of Asphalt Concrete Leveling Remove Existing Tree <br /> COUNTY OF SAN JOA UIN NO SCALE PLAN VALPICO ROAD RESURFACING Sheet No. <br /> Q (Lammers Road to 2,700' e/o Corral Hollow Road) 3 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />