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p II I <br /> ii <br /> Conform at Existing Expansion Joint or <br /> Saw Cut and Conform at Existing Weakened <br /> N I � Plane Joint or Score Mark (Typical) <br /> Existing Fire Hydrant <br /> & Water Valve to <br /> remain in place 4.0' (Min.) —Retaining Curb <br /> " —See Ramp Lip Detail, sheet a as necessary <br /> Retaining Curb as Place Truncated Domes , <br /> necessary at back { E`"— aio - at Curb Ramp per <br /> edge of Sidewalk R.S.P. A88A (Typical) _ _ _._ 1 <br /> Existing fence to ' <br /> I Existing Stop Sign to <br /> remain in place 4.0 I 1 remain in place (Typicol) <br /> Typical) 4" (Min.) Aggregate Base <br /> cN SECTION A—A L- Class s. Compact to a <br /> minimum relative compaction <br /> of 902 (Typical) <br /> 30. �. -- ---_ __ — —— — <br /> 3'� p Front Edge of Sidewalk <br /> '� ---� (Flowline) R = 12.5' j 13.5'' <br /> ! S' <br /> ° STADIUM DR (Typical) <br /> R&D Existing SDI and _--- - <br /> __ construct new 18" SDI (Typical) <br /> o 14.6'' A Refer to SDI Detail, Sheet 24 13.CC <br /> �m V ��. -0.5' <br /> '^ - - - - ems - ------ - Zz <br /> � : <br /> 8.332 — _ m <br /> G <br /> co <br /> i Place 3' CG&S <br /> a Transition (Typical) �t4� � , 3.0, <br /> —Existin fence andZ h r retaini9 wall to <br /> iExisting joi — o I'�,i I a A o remain gin place <br /> to remain in place r ih— <br /> x <br /> C) <br /> m SECTION D—D <br /> m R & D Exist. CG&S (Dime-s:ons ct flowl ne) <br /> Install New CG&S <br /> O (Typical) III II <br /> � III II I <br /> A I III l II I <br /> STADIUM DR SAN MATED AVE ' Dimensioning Typical for oil four <br /> z Quadrants of this intersection. <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCALE SPECIAL RAMP DETAILS CENTRAL STOCKTON Sheet No. <br /> ACCESSIBILITY IMPROVEMENTS of 24 <br /> DRAWN By DATE PROJE T ENGINEER GATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> r��e '.1M�7C'�'/ 9/06 <br />