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See Note 1 Below <br /> Exist' <br /> ng <br /> 6" Min-- 6"-� �� �Pavemen - � � --6" -�I �-=6" Min <br /> (�Yp) -- _ (T P) <br /> \\ \� See Note 2 Below \� <br /> act in 12" max <br /> 3 \\ Comp <br /> \� layers to a min relative <br /> p -_-- _- r compaction of 95 n ---_-_ Var <br /> I¢ �\ - - \� under pavement and � - <br /> Var \\ _-- -_ \� 90% outside pavement. <br /> / layers <br /> in 24" max �\ \i OD--IL 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-o —10" Min. <br /> OD OD <br /> 20" Min 20 Min <br /> RIGID CC-NDUIT 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 /> 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 cornpactability, 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 BENCH BACKFILL �-'- <br /> ' ``� - <br /> No-F Revision Description Date <br /> 6 <br /> COUNTY OF SAN T®AQUEV <br /> 'A T.2 <br /> DEPARTMENT OF PUBLIC WORKS <br /> W66dng for YOU Date: DEC 2014-,Std. Dwg. No. R®2� <br />