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See Note 1 Below <br />Existing6" Min- 6" - Pavemen MinTyp)r lyp) <br />X See Note 2 Below <br />Compact in 12" max 3'-0" <br />layers to a min relative <br />i compaction of 95% <br />under pavement and Var <br />90% outside pavemen;. <br />Compact in 24" max O i OD+12" .layers to a min relative <br />OD/2 \ compaction of 857.. l> <br />Compact in 6 layers 7/to a min relative <br />compaction of 90%. <br />10" Min OD 10" Min 10" Min 10" Min <br />OD ODMin20 Min <br />RIGID CONDUIT FLEXIBLE. CONQUIT <br />NOTES: <br />I. 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 DirectorofPublicWorks. Backfill with materials equal to or better than the existingpavementandbaseinquality. <br />3. Relative compaction of materials shall be tested in accordance withtheStateofCalifornia, Dept. of Transportation Testing Manuals, :test <br />method No. California 216 or 231. <br />4. All existing pavement shall be neatly cut to line prior to -trench excavation.5. Jetting or ponding will be permitted within the street right—of—way witha3yearbond, 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.7-. Special bedding and backfill requirements may be shown on the plans orspecifiedinthespecialprovisions. <br />an Approved by: <br />Lai.tti __ TRENCH BACKFILL <br />No. Revision Description Date <br />COL TY OF SAN TOAQULV <br />DEPARTMENT OF PUBLIC JVoRKS I <br />Date: DEC.2014 Std. Dwg. No. R©29