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See Note 1 Below <br /> Existing <br /> 6" Min- 6" �� Pavemen-it 6" �-6" Min <br /> (TyP), (TyP) <br /> 3, y, �\ <br /> F\' <br /> See Note 2 Below —99 �f\ Compact in 12 max \ 3 0 <br /> layers to a min relative— compaction of 95% ------ r under pavement and \ — — �\ Var <br /> Var \\ --- -- \\ 90% outside pavement. \\ <br /> Compact in 24" max ODS 12" <br /> layers to a min relative <br /> OD/2 compaction of 85%."YK \\ <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD 10" Min 10" Min OD 10" Min <br /> OD OD <br /> + 20" Min + 20 Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <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 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 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 may be shown on the plans or <br /> specified in the special provisions. <br /> p Approved by: <br /> TYIPCAL TRENCH BACKFILL < �.� <br /> 9 No. Revision Description Date <br /> lY Z� <br /> +�► � COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> Working for YOU Date: DEC I -- Std. Dwg. No. R®29 <br />