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See Note 1 Below <br /> Existing <br /> 6" Min �� 6"--W j �- Cpcvemen �� 6" �I �--6„ Min <br /> (gyp) Ty P) <br /> See Note 2 BelowL � �\ <br /> \\ � Compact in 12" max \ \\ 30" <br /> <\ \� layers to a min relative\\4 �\i compaction of 95� Var- - \� under pavement and \ - <br /> Var \\ _- --_ \X 90� outside pavement. \\ <br /> i <br /> Compact in' 24" max �\ p \i OD 12" . <br /> \ layers to a min relative <br /> OD/2 \\ compaction of 85%. \� <br /> 4 . ..... 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 /> x+ 20" Min 20 Min <br /> RIGID GOADUIT 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. Back-Fill with materials equal to or better than the existing <br /> pavement and base in quality. <br /> .5. 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 spec-iol provisions. <br /> Approved by: <br /> 6PCAL TRENCH BACKFILL �� <br /> No. Revision Description Date <br /> C At <br /> COUNTY OF SAN JOAQU N <br /> '= DEPARTMENT OF PUBLIC NVORKS <br /> mA-dng for YOU IDai bEC Zoic Std. Dwg. No. R®29 <br />