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4' Min. — Existing <br /> Surface <br /> IT EP --- Conform @ E.P. <br /> I'.. <br /> R R <br /> 0.50' Asphalt Conform <br /> Concrete 12' Min.-- <br /> Note: <br /> Actual Width, length and locations TYPE E <br /> to be determined by the Engineer. <br /> PAVEMENT REPAIR DETAIL <br /> � D <br /> N n <br /> O D <br /> 00 <br /> O o <br /> N -n <br /> F <br /> rn <br /> \ Z <br /> D /+ <br /> C m �r <br /> CO/7S1 <br /> z Rim Elevation of <br /> X grate sholl be 20't <br /> 0 <br /> EP Conform @ E.P. <br /> 0 0.20' below 7'± 12' 12'— t3'— 4' ---- <br /> D surrounding <br /> ground elevation. .va. Vo.__ 4 1 .1 <br /> CD <br /> of ,. _Existing Roodwoy \. <br /> Refer to S.J. Co. Std. - J Conform <br /> y CW—D14 & CW—M7 for 12' Min. <br /> Storm Drain details. ---------- <br /> - -------------- -- �� Existing Width <br /> kv ---- Existing-12" Dio._C.S.P._--__ <br /> ' -- - " TYPE D <br /> Closs"B" R&D 2 L.F.t Domoged C.S.P. Refer to S.P. D97A <br /> Concrete and place 4 L.F. of 12"0 C.S.P. & D97E for <br /> according to plan locations. coupling details. (Typ.) <br /> 18"— STORM DRAIN INLET TYPICAL DRIVEWAYS <br /> ri a AND C. S. P. EXTENSION DETAIL <br /> A Sto. 163+16± <br /> r- * Clean Existing Drainage Facilities <br /> m prior to commencing. <br /> COUNTY OF SAN JOA UIN NO SCALE BRIDGE RAILING DETAILS DUNCAN ROAD RESURFACING Sheet No. <br /> Li Q (Copperopolis Road to State Hwy Route 26) 9 of 15 <br /> DRAWN RY I DATE PROJECT ENGINEER I DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />