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FSee Note I Below <br /> E, islina <br /> 6" M i n 6'2 avement Min <br /> (Typ), <br /> Ty <br /> See Note <br /> 11 2 Below <br /> 0 3P <br /> Compact in 12" max 3)-0" <br /> layers to 'a -min relative <br /> N —— <br /> ------ compaction of 95% - -------- - <br /> under pavement Q'nd - ———————— - Var <br /> Var 90% outside pavemenL <br /> Compact in' 24" max <br /> layers 'to a min relative OD' 1 2ps <br /> OD/2 compaction of 85%. <br /> Compaq in 6, layers N <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min � 0" Min 10" Min Min <br /> OD OD <br /> + 20" Min— + 20". Min <br /> RIGID CONDUIT FLEXIBLE CONDW-1 <br /> NOTES: <br /> 1. New pavement shall be 1 thicker than existing pavement, minimum. <br /> of 0.25 - Ft. 'New base shall be I" thicker than existing <br /> base, min of 0.50 Fc. <br /> 2. Select native material or imported gran-ular mate'rial 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 tested in accordance with <br /> the- State of California, Dept. of Transportation Testing Manuals, ..test <br /> method No. California 216 or 231. <br /> 4-.. All existing pav6ment 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 compact ability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of "Public Works. <br /> 7-. Special bedding and backfill requirements <br /> specified in the speoial provisions. L may be shown on the plans or <br /> Approved by: <br /> TVIFICAL TRENCH BACKML <br /> il <br /> No. Revision Description Date <br /> JOAQLTEV <br /> DEPARTMENT OF PUBLIC WORKS <br /> -two-zi-a-ug YOU Std. Dwg. No. R-29 <br />