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-See Note I Below <br /> Existing 6" �----6" Min <br /> 6' Min avemen <br /> rp �L <br /> Typ)i (T y P) <br /> See Note 2 Below \} <br /> 31. 0$1 <br /> \-Compact in 12" max x 31- <br /> 012, <br /> layers to a min relative /M <br /> ---=___-- <br /> ----------- compaction of 95% - ------- <br /> 4Var <br /> V - - <br /> under pavement and <br /> - - - <br /> 90% outside pavement. <br /> nic <br /> X Compact i " <br /> i n 24ma-x <br /> I\� 0 D+12 <br /> layers -to a rnin relative <br /> OD/2 compaction of 85%. <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min--D2=- ­----0D--1E:- -­g-i 0" Min 10" Min ----10" Min <br /> OD <br /> 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 Fc. <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 q6ali-ty. <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-. S*pecial bedding and backfill requirements may be shown on the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> TVIPCAL TRENCH BACKFILL <br /> No Revision Description Date <br /> L <br /> COUNTY OF SAN JOAQUIN <br /> wairung for, YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC 4 Std. Dwg. No. R-29 <br />