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4.0' Min.) �Retoining Curb <br /> N s« Ramp Lip Deted. sheet s as necessary <br /> J Ilrf / <br /> SECTION A—A L 4" (Min.) Aggregate Base <br /> III / A � . Class 2 Compact to a <br /> A vv// 1111j1 _ minimum relative compaction <br /> -- _Jill - � � �I = — — of 90% (Typical) <br /> / R&D Existing SDI, R&S existing <br /> COUNTRY CLUB BLVD 18" Dia. Frame & Grate and construct <br /> new 18" SDI Refer to SDI Detail, Sheet 24 <br /> Front Edge of Sidewalk 13.0'' Conform at Existing Expansion Joint or <br /> 17.6' (Flowline) R = 10.0' �, �� Saw Cut and Conform at Existing Weakened <br /> E • • (Typical) Plane Joint or Score Mark (Typical) <br /> R - — — — Adjust Existing SDI- <br /> o a i i 8.33% L 8.33% <br /> to Final FL Grade o N <br /> R o (Max.) f Max.) <br /> r � --- -------- -----------.-- <br /> g' m L.. �,/ Existing Fence to <br /> 4.0' � <br /> T cal s m <br /> j n <br /> (Typical) 8 Vii, G7 ra= �' remain in place (Typical) <br /> m Place Truncated Domes <br /> :1� <br /> at Curb <br /> er <br /> R.SP. A88Am T cal <( YP )p p .... I,N .......... <br /> Retaining Curb as - " <br /> necessary at back tr7 ----i', Existing utility pole <br /> edge of Sidewalk iii to remain in place <br /> l R & D Exist, CG&S- <br /> Place 3' CG&S 1 Install New CG&S I�I. <br /> Transition (Typicol) (Typical) <br /> m <br /> COUNTRY CLUB BLVD/GRANGE AVE <br /> A Dimensioning Typical for all four <br /> m Quadrants of this intersection. <br /> z <br /> COCENTAL UNTY OF SAN JOAQUIN No SCALE SPECIAL RAMP DETAILS ACCESS BILITY IMPROVEEMENTS 10eotf 24 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />