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FSee Note I Below <br /> 6 1 . rExisting _\ <br /> Min Pavemen(iYP Min <br /> L <br /> MID) <br /> 3'-0" \/ <br /> See Note 2 Below <br /> Compact in 12" max <br /> layers to a min relative <br /> -------- - compaction of 95% <br /> under pavement and -------- <br /> - Var <br /> Var 90% outside pavemen�i. <br /> Compact in 24" max <br /> OD 122$ <br /> layers* to a ruin relative <br /> OD/2 compaction of 85%. <br /> Compac«t in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min--�­ -z-a-01D -:9-10" Mill 10" Min ----10" Min <br /> OD OD <br /> + 20" Min <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 gran-ular 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 qlJality. <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 pavdment 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 /> FI <br /> TYIPICAL TRENCH BACK LL <br /> No. Revision Description Date <br /> � 4y..�; { r COLWTY OF SAN JOAQU17V <br /> DEPARTMENT OF PUBLIC WORKS <br /> YOU Std. Dwg. N <br /> Date: DEC.2014 <br />