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3.5' _ 4.0' <br /> L 2% <br /> �.-- <br /> <— '11 <br /> 4" (Min.) Aggregate Base Class 2. <br /> Compact to a minimum relative N <br /> 3.5" compaction of 907. (Typical) <br /> SECTION B-B <br /> Existing Top of Curb _ <br /> 4.0' <br /> Existing Flowline <br /> 25' - <br /> Vor <br /> i ' <br /> I —,1.0'I-- _ ' —_ _ - - - - - - - - - - - - - - - - -- - - <br /> Var. / <br /> 3.5" <br /> SECTION C-C <br /> t f � UNIVERSITY AVE <br /> I II I <br /> Place Truncated Domes Existing fence to <br /> i <br /> 1 9Place Truncated Domes <br /> at Curb Ramp per 11 remain n place at Curb Ramp per <br /> R.S.P. A88A I R.S.P. A88A <br /> Curb as Front Edge of Sidewalk <br /> Retaining 1 1 (Flowline) R = 4.5' i- <br /> o necessary at back Conform at Existing Expansion Joint or <br /> edge of Sidewolk Saw Cut and Conform at Existing Weakened ms' s (Typical) <br /> i — — <br /> ^ x Plane Joint or Score Mark (Typical) R & D Exist. CG&S <br /> ��. <br /> -?B <br /> ter /;J Install New CG&S <br /> R o (Typical) (Na•.) o �n <br /> Place 3' CG&S - x' <br /> a n Place 3' CG&S> —� r Q,.0 Transition (Typical) Retaining Curb as <br /> K Transition D necessary al back <br /> / z edge of Sidewalk <br /> DCG&S <br /> Install New CG&S f <br /> Existing fence to <br /> (Typical)4�, remain in place <br /> �ExisCmg EP Front Edgeof Sidewalk <br /> (Flowline) R = 9.0 / <br /> I <br /> Adjust Existing SDI toy / <br /> Final FL Grade (Typical) / Conform at Existing Expansion Joint <br /> / Sow Cut and Conform at Existing Weakened <br /> / Plane Joint or Score Mark (Typical) <br /> UNIVERSITY AVE/STANFORD AVE <br /> A HIGGINS AVE/BELVEDERE AVE oma" I <br /> ra <br /> ) m <br /> z <br /> 0 <br /> COUNTY OF SAN JOA UIN No SCALE SPECIAL RAMP DETAILS CENTRAL IMPROVEMSTOCKTONENTS <br /> sheet No. <br /> Q ACCESSIBILITY IMPROVEMENTS n of za <br /> DRAWN BY DATE I PROJE6 ENGNEER DATE CHECKED DATE APPROVAI, R COMMENDED DATE <br />