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See Note I Below <br /> —Eisting- <br /> 6" <br /> (lyp) Pavement I ---6" Min <br /> yp) <br /> ; <br /> See Note 2 Below <br /> 3 0 Compact in 12" max <br /> 31-0 <br /> layers to a min relative <br /> ———————— compaction of 915Y. <br /> under pavement and <br /> Var ——————— I -------- - Var <br /> -- \\ 90% outside pavement <br /> 00 Compact in 24" rnoxv <br /> layers o a min relativeOD+12" <br /> OD/2 compaction of 85%. <br /> Compact in 6" layers <br /> to a min relative <br /> Compaction of 90,%. <br /> 0" Min OD —10" Min Min <br /> Min <br /> 10" Min OD 101P Min <br /> OD <br /> 20" Min OD <br /> + 20". Miri— <br /> RIbID CONDUIT FLEXIBLE CONDUIT <br /> NOTES- <br /> 1. New pavement shall be '1 thicker than existing pavement, minimum. <br /> of 0.25 Ft. <br /> 'New base shall be 1 thicker than existing base, min of 0.50 Fc. <br /> - <br /> 2. Select native material or imported gran-uiar material as approved by the Director <br /> of Public Works. Backfill wLith 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 pavement shall be. neatly cut to line prior to trench excavation. <br /> 5. Jetting or ponding will be permitted within the street right—of—vVay 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 /> T. S,pecial bedding and backfill requirements may be shown on' the plans or <br /> specified in the special provisions. <br /> Approved <br /> TVIFCAL TRENCH BACKFILL <br /> No. Revision tion Date <br /> 6j <br /> CobwTy OF SAN -TOAQUIN . 1 <br /> wDEPARTMENT OF PUBLIC WORKS <br /> c <br /> for YOU <br /> Dote: bEC.2014 Std. Dwg. No. R-29 <br />