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See Note I Below <br /> -E>dsting <br /> 6" Mir, 6 Pavemen� 6" [c-6" Min <br /> (lyp), <br /> yp) <br /> 7 Z <br /> �x <br /> See Note 2 Below <br /> 3,_Op� _Compact in 12" max 3'-0') <br /> layers to a min relative <br /> -------- compaction of 95% <br /> ––––––– under pavement ' �; -------- <br /> j Var <br /> and : <br /> Var 90% outside pavement. <br /> Compact in 24" max OD+12" <br /> layers' to a Min relative <br /> OD/2 compaction of 85%. <br /> COMPCompactin 6" lay-ers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min—,:-- ­:ng–1 0" Min 10" Min ­=z:–OD–� -­::ij 0" Min <br /> OD OD <br /> �Min + 20 - Min <br /> RIGID C"ONDUIT FLEXIBLE CONDW-1 <br /> NOTES: <br /> 1. New pavement shall be 1 thicker than existing pav" ement, minimum. <br /> of 0.25 - Ft. New base shall be I" thicker than existing base, min of 0:5o <br /> 2. Select native material or imported gran-ular material '0 Ft <br /> as approved by the Director <br /> I <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 beneatly 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 /> WCAL TREMCH BACKFILL <br /> _V W1 TV <br /> S: 7 <br /> 04" <br /> No Revision D <br /> scription Date <br /> L <br /> COUNTY OF SAN JOAQUEV —1 <br /> -warldng fee YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: bEC.2014 Std. Dwg. No. <br />