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—See Note I Below <br /> Existing-- <br /> 6" Mir, -. 6" _M Pavement �---6" Min <br /> (T yp)( I y0) <br /> Z <br /> See Note 2 Below <br /> 31-0" <br /> Compact in 12" maxXX 3'-0" <br /> , <br /> Kll� layers to a min relative <br /> --—— <br /> ------- compaction of 95.% -- -———————— <br /> under pavement and —------ <br /> Var — - Var <br /> 2. 90% outside pavement <br /> O Compact in' 24" rna.x OD+12" <br /> layers* to a mrelative in i e <br /> OD/2 'compaction of 85%. <br /> 9<—Compac�t in 6:' avers rs <br /> to a min relative ye <br /> compaction of 9C%. <br /> 10" Min---- OD—"- 10 M 1 n I T' Min 0" Min <br /> OD _77-T- OD <br /> 20" Min + 20"- Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft. <br /> 2. Select native material or imported gran-ular material as approved by the Director <br /> of Public Works. Backfill with materials equal to or better than the existing <br /> pavement and base in quality. <br /> 3. Relative compaction of materials shall be testod inaccordance with <br /> the- State of California, Dept. of Transportation I Testing Manuals, ..test <br /> method No. California 216 or 231. <br /> 4.. All existing pa-v6ment shall be- neatly cut to line prior to trench excavation. <br /> 5. Jetting or ponding will be permitted within the street right—of—way with <br /> a 3 year bond, when approved by the Director of Public Works. . . <br /> 6.. When shown by soil composition and compactability, <br /> ability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of -Public Works. <br /> 7-. Special bedding and backfill requirements may be shown on- the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> TVIFCAL TRENCH BACKIFILL <br /> .0 <br /> No Revision Description <br /> Date <br /> COLWTY OF SAIV JOAQUIN I <br /> Ir DEPARTMENT OF PUBLIC WORKS <br /> -wa>laing for YOU Date: bEC.2014 Std. Dwg. No. R-29 <br />