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See Note 1 Below <br /> Existing I <br /> 6" Min 6„- �Pavemen -�I 4 -6' I�� <br /> (lyp). I 6” Min <br /> Ty 0) <br /> 1\ \� See Note 2 Below \\ <br /> \\ Compact in 12" max \ _ \ 3'-0" <br /> �� layers to a. min relative <br /> I_ ------ compaction of 95% _-----_ Var <br /> \\ --_---__ \� under pavement and \ - ----- <br /> Var 90% outside pavement.- <br /> op - Compact in 24" mar. \� 0D+12" . <br /> \� layers tol a min relative \ \ <br /> OD/2 �\ \\ compaction of 85%. \� <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min —01D - -10" Min 10" Min -OD -•-10" Min <br /> OD OD <br /> + 20" in 20 Min <br /> RIGID CONDUIT FLEXIBLE CONDO{'I <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 • R. 'New- base shall be 1" thicker than existing base, min of 0:50 Ft, <br /> 2. Select native material or imported granular 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 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-way 'with <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 /> Q - Approved by: <br /> gqIRCAL TRENCH BACKFILLS <br /> No. Revision Description Date <br /> COUNTY OF ,.S'AllT J®AQ ULV I I <br /> DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC.2Q1�' S.W. Dwg. No. ©�� <br />