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See Note 1 Below . <br /> E sting <br /> 6" <br /> Min6" FP 'avemenL <br /> (�yp)r - ^6" Min <br /> I: MID) <br /> ,. \� See Note 2 Below \\ <br /> 3 0 \\ Compact in 12" max \ \ 3'-0" <br /> \� layers to a min relative \; <br /> �\ compaction of 95% - _ <br /> -- \� under pavement and \ -------- \ Var <br /> Var \ _-- –_= �\ 90% outside pavemen: �� \\ <br /> r <br /> Compact in 24" max <br /> \�layers. to a rein relativeOD ,-�12 <br /> " <br /> OD/2 �\ \� compaction of 85%. <br /> Compact in 6" layers <br /> L o a min relative <br /> compaction of 90%. <br /> 10" Min –OD –10" Min 10" Min - --OD <br /> —10 Min <br /> OD <br /> ~+ 20" MiOD <br /> n <br /> 20 <br /> ' " <br /> . . � . Min <br /> RIGID CONDUIT FLEXIBLE ONQUIT <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- 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 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 be. neatly cut to line prior to trench excavation. <br /> 5. Jetting or ponding will be permitted within the street right–of–vJay '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 /> � �.: Ti <br /> . No. Revision Description Date <br /> X. <br /> COUNTY OF SAIV Q UI N <br /> DEPARTMENT OF PUBLIC oO <br /> �T l <br /> Date: DEC 201 Std. Dwg. No. �o � <br />