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See Note 1 Below <br /> Existing <br /> 6" Mine 6 —�' � Pavement � � I� <br /> 6•➢ V � �_,�699 Mill <br /> (TYp)� (SYR) <br /> �\ \� See Note 2 Below \\ <br /> Compact in 12" max N,_ \\ 3'-0" <br /> layers to a min relative XN .\ <br /> __-__— i compaction of 95% -------- T—` <br /> N\ _-------- under pavement and \ P11-------- \\ Val <br /> Var �\ --_ �� 90% outside pavementt.. <br /> �pCompact in 24" max �� p r. — \i ODI 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 UONDUI T FLEXIBLE CONQUI-T <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 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 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 /> Approved by: <br /> 4W`Prl TVIFCAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> z T4COUNTY OF SAN JOAQVIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> 7mrarLemg fer YOU Date: bCC 2014 Std. Dwg. NO. <br /> R-29 <br />