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See Note 1 Below <br /> Existing <br /> 6" Min /6"—JrPavemen - 6" -6" Min <br /> (lyp)i _ _ :_ - (lyP) <br /> 3,0,f, - \ \� = See Note 2 Below �\ .\/ <br /> �\ Compact in 12" max \ _ \\ 3'-0 <br /> layers to a min relative <br /> ------ compaction of 95% __--- Var <br /> �\ under pavement and \ - ---- <br /> Var \\ _-_- --_ �� 90% outside pavement- <br /> op - Compact in 24" mar. <br /> OD <br /> layers* . <br /> \� layers to a r nin relative \ \ <br /> OD/2 �\ \\ compaction of 85%. \� <br /> ` Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min - 4�-0D -10" Min 10" Min --OD —10" Min <br /> OD OD <br /> + 20" Min 20 Min <br /> RIGID CONDUIT FLEXIBLE CONDUf 1 <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 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-=day '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 4Public Works. <br /> 7: Special bedding and backfill requirements may be shown on the plans or <br /> specified in the special provisions. <br /> r y Approved by: <br /> Tq IFCAL TRENCH <br /> BACKFILL <br /> f <br /> V No. Revision Description Date <br /> COUNT'S OF SAN JOAQU-LV <br /> DEPARTMENT OF PUBLIC WORKS <br /> We--,h,-ng for YOU Date: DEC 2014 Std. Dwg. No. R-29 <br />