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See Note 1 Below <br /> ('Yp)r 6Mi <br /> rExisting�� <br /> avemen 6„ �I �— –6„ Min <br /> Yp) <br /> 3,_01,.. ,� \� See Note 2 Below <br /> m \\ \' <br /> 0 \\ Copact in 12" max \\ 3'-0" <br /> \\ layers to a min relative �\ <br /> compaction of 95% -------- r <br /> \r under pavement and \ -------- \ Var <br /> Var \\ _– –_ \� 90% outside pavement. <br /> 00 Compact in 24" mar, OD+12" . <br /> \r 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-� —:410" Min <br /> OD <br /> + 20" Min OD <br /> 20 Min <br /> RIGID CONDUIT FLEXIBLE GONQUI T <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 gran-ular 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 o mmaterials 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 /> Approved by: <br /> TYIPCAL TRENCH BACKFILL <br /> rIDescription <br /> - . I;- l No. Revision Descon Date <br /> item, <br /> yCOUNTY OF SAN JOAQU 7V <br /> % DEPARTMENT OF PUBLIC WORKS <br /> wcrung f'or YOU <br /> Date: bEC.2014- Std. Dwg. No. ©29 <br />