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Conform ® E.P. -� <br /> T <br /> A �pFEssil <br /> 9 <br /> No. 21258 A <br /> * Exp. 9-10-97 <br /> TYPE E s9T� c1vt�- <br /> OF C <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway. <br /> TYPICAL DRIVEWAYS <br /> 25' Parabola <br /> M.B.G.R. SP A77A,A77B,A77C,A77J <br /> 6"x8" DF 3-10"x10"x5'-4" <br /> P66" <br /> o & Block DF Post & 8"x8" Terminol Section <br /> DF Block (Type B) <br /> $ _.See Note Belo <br /> D Existing Surface <br /> o D <br /> a — — — — <br /> N Exist. Wingwall to <br /> 0.60' Asphalt Concrete / remain in place (Typ.) <br /> PAVEMENT REPAIR DETAIL / <br /> or / <br /> m Note: Width, length and locations to be / <br /> °a > determined by the Engineer. Treminal Section <br /> m (Type A) <br /> EP Stark Rd./ <br /> Wing Levee Rd. <br /> 0 <br /> U7' D POST RAIL LAYOUT NORTHEAST & SOUTHWEST CORNERS OF BRIDGE NO 29C- 150 <br /> � m <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS HOWARD ROAD RESURFACING Sheet No. <br /> (Undine Road to Middle River) 5 of 6 <br /> ODrown By Date Project Engineer Date Checked Date Submitted Dote r Recommended D <br /> ate <br /> 6/96 a ���9 jw � 6/i3J 94 �j�„ 4eis✓ l'rOl� �X <br />