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—See Note I Below <br /> j—Existing <br /> 6 Min 6 en <br /> Pavem 6 6 M i n <br /> �, <br /> (Typ) (Typ) <br /> Note 2 Below <br /> See <br /> 3O <br /> " <br /> 3 -0 <br /> �\ Compact in 12" max <br /> layers to a min relative <br /> V <br /> compaction of 95% -————————- <br /> 0,(————————- Vor <br /> under pavement and <br /> Vor 90% outside pavement. <br /> C in 24" max <br /> Compact OD+12" <br /> layers to a min relative <br /> OD/2 compaction of 85%. <br /> TP � Compac�t in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min— ­a-0D--a— ----10" Min 10" Min —OD— —K-1 0 Min <br /> OD OD <br /> + 20" Min + 20". Min <br /> RIGID CONDUIT FLEXIBLE CONDUff <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 q6ality. <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 /> it Approved by: <br /> TYIPCAL TRENCH BACKFILL <br /> I <br /> No. Revision Description Date <br /> COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> worung for YOU Date: .DEC 2017,,Std. Dwg. No. R-29 <br />