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See Note 1 Below <br /> Existing <br /> 6" Min �— 6" �_ CPavemen6" -6" Min <br /> (�yp)i - - (lyp) <br /> ..::.:.::...:: <br /> 3'T F9 \\ \� See Note 2 Below �\ \� 3'-0" <br /> Compact in 12" max \ <br /> layers to a min relative <br /> compaction of 95% -------- -�— <br /> \\ — \� under pavement and \ -------- Var <br /> Var \\ _-- —_ \X 90% outside pavement. \\ <br /> Compact in 24" mai O r OD+12" . <br /> \� layers to 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 OD —10" Min 10" Min OD 10" Min <br /> OD OD <br /> + 20" Min ; 20 Min <br /> RIGID i3O-NQUIT 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 accord-once 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 /> Approved by: <br /> TYIPCAL TRENCH BACKFILL ��� <br /> v No. Revision Description Date <br /> COLWTY OF SAN JOAQUEV <br /> DEPARTMENT OF PUBLIC WORKS <br /> Waddf Y Date: DEC .2014 Std. Dwg. No. R-29 <br />