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EXISTING R&D 12 LF Sidewalk EXISTING <br /> Place 12 LF Sidewalk <br /> Conform at Existing Expansion Joint or - Existing joint pole <br /> Sow Cul and Conform at Existing Weakened 3 2' = to remain in place <br /> Plane Joint or Score Mark (Typical) <br /> Place Truncated Domes <br /> at Curb Ramp per <br /> R.S.P. A88A (Typical) <br /> S Adjust Existing SDI to <br /> L Final FL Grade (Typical) <br /> STANFORD AVE Z <br /> s <br /> 7.4't <br /> Existing Existing Water Va to n C <br /> remain in place (Typical) <br /> Front Edge of Sidewalk <br /> n (Flowline) R = 10.0' <br /> R o Existing Fire Hydrant to - _ — *� l <br /> "g m remain in place (Typical) -Existing SDI to <br /> m <br /> remain in place (Typical) <br /> a/ Front Edge of Sidewalkn - �� 4' (Flowline) R = 8.5'Existing Street Sign ss to remain in place (�0Retaining Curb (Typical) ming Stop Sign to <br /> as necessary w main in place (Typical) <br /> (Typical all locations) 3' CG&S <br /> R & D Exist. CG&S- ition (Typical) <br /> Install New CG&S ( yP ) <br /> (Typical) <br /> 1 p Conform at Existing Expansion Joint or <br /> o Saw Cut and Conform at Existing Weakened <br /> fPlane Joint or Score Mork (Typical) <br /> COLLEGE AVE/STANFORD AVE <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE SPECIAL RAMP DETAILS ACCESSIBICENTLITY IMPROVEMENTS 18AL STOCKTON e0 No 24 <br /> DRAWN BY DATE PR JE ENGINEER DATE CHECKED DATE I APPROVAL RECOMMENDED DATE <br />