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See Note I Below <br /> listing <br /> E'' <br /> v 6" Min <br /> 6' Min 6 P ae m e n�L <br /> (Typ)1 <br /> (lyp) <br /> See Note 2 Below <br /> ' \;: <br /> 3$-0" <br /> Compact in 12" max <br /> X 3'-0" <br /> '\- <br /> layers to a min relative <br /> -————————--\ <br /> compaction of 95% <br /> Var <br /> -————————- —----_— <br /> — <br /> under pavement and <br /> -————————- <br /> Var /X 90% outside pavement. <br /> Compact in 24" ma <br /> layers to a min relative OD+12" <br /> OD/2 <br /> compaction of 85%. <br /> >K\­Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min-- 0" Min 10" Min Min <br /> ODT 20" Min OD <br /> + 20". Min <br /> RIGID CONDUIT 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 mate"rial as approved by the Director <br /> of Public Works. Backfill with materials equal to or better than the existing <br /> pavement and base in qdality. <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 /> G. 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 /> _LS <br /> 7-. S m,Special bedding and backfill requirements may be shown on the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> VVIPCAL TRENCH BACKFILL <br /> X <br /> No. Revision Description Date <br /> COUNTY OF SAN JOAQUIN, <br /> DEPARTMENT OF PUBLIC WORKS <br /> vfranlumg for 7you Date: -DEC 2014 SId. Dwg. No. <br />