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Adjust Existing SDI to <br /> Retaining Curb at the end of ramp- Final FL Grade (Typical) <br /> sholl be poured seperately and �I -Existing wall to <br /> completely isolated from the rampit remain In place <br /> with expansion joint material -- H f Conform at Existing Expansion Joint or <br /> N Saw Cut and Conform at Existing Weakened <br /> J m Plane Joint or Score Mark (Typical) <br /> I I <br /> I <br /> _ — — — 8.33% 8.33S <br /> _ <br /> (Mo.) 4.5' <br /> - - —I \ Qco� < \5:-_ - - - _ <br /> ' 16.4' * �- �' 12.2'* <br /> 4.0' (Min.) —Retaining Curb <br /> f Front Edge of Sidewalk —see Ramp Lip Detail, Sheet s as necessary <br /> (Flowfne) R = 9.0' 1 27 , <br /> (Typical) 57,STADIUM DR — — -- — 6" <br /> 4 (Min ) Aggregate Base <br /> SECTION A—A <br /> Class 2. Compact to 0 <br /> minimum relative compaction <br /> R & D Exist. CG&S of 90% (Typical) <br /> onstall New GUS12.5' <br /> (Typical) _ 11 .9'* <br /> F V <br /> P, o _ - - - �G - - - K <br /> _ — _ — . 9 - - - - ng <br /> 8.339. <br /> f7 n <br /> •` z i (Max.) <br /> a y o <br /> i 9 9 x u - - - _ <br /> Place 3' CG&S- I'*'I '`, ``' <br /> s^ - }--� Place Truncated Domes <br /> N Transition (Typical) ❑t Curb Ramp per <br /> d° V R.S.P. A88A (Typical) <br /> F I � O � <br /> F Existing fence to ; o g <br /> ' remain In place — Retaining Curb as <br /> necessary at back <br /> ed a of Sidewalk <br /> I I I I <br /> (Typical) <br /> 9 I II I <br /> � o <br /> I II I <br /> n <br /> m Note: Any sidewalk conform work behind <br /> a, the Back of Wolk of the NW quadrant, STADIUM DR/E STREET ' Dimensioning Typical for all four <br /> _ if deemed necessary by the Engineer, 9 yP <br /> shall be paid by Force Account. Quadrants of this intersection. <br /> 0 <br /> COUNTY OF SAN JOAQUINNo SCALE SPECIAL RAMP DETAILS ACCESSIBILITY CENTRAL <br /> TOCKTON VEMENTS Sheet 24 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE I APPROVAL RECOMMENDED DATE <br />