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See Note I Below <br /> E,,,,i s t i n g <br /> 6".' Min 6 Z--� rPavemen1 C �--6" Min <br /> (Typ) I <br /> Typ) <br /> See Note 2 Be-low <br /> 3 _0" Compact in 12" max 3'_0 <br /> layers to a min relative <br /> compaction of 95.% <br /> under pavement nd V,--——— --- <br /> —- Var <br /> Var < 90% outside pavement- <br /> Compact in 24" max <br /> OD+12" <br /> layers toa ruin relative X <br /> OD/2 compaction of 85%. > <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min-- OD 10 M i I 1 10" Min - ­­: 10" Min <br /> OD OD <br /> + 20" Min <br /> 20". Min <br /> RIGH CONDUIT FLEXIBLE CONDUff <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 mate'rial as a pproved 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 he tested in accordance with <br /> the- State of California, Dept. of Transportation Testing Manuals, ..test <br /> metho-d No. California 216 or 231. <br /> 4. All existing pavdment 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 /> I a <br /> a 3 year bond, when approved by the Director of Public Works. <br /> 6.. When shown by soil composition and compactability, 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 /> QIP-CAL IP-CAL TRENCH BACKI <br /> f. ':I No. Revision Description Date <br /> I <br /> Li R , COUNTY OF SAIN JOAQULV <br /> DEPARTMENT OF PUBLIC WORKS <br /> vvarmng for YOU <br /> Dote: bEC 20141 Std. Dwg. No. <br />