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See Note 1 Below <br /> 5rd ting <br /> 6" Min6"—� Pavemen� <br /> Typ)I - Min <br /> __ _ (l Yh) <br /> ,�•„ \� See Note 2 Below <br /> 3 —0 �\ Compact in 12" max _ �\ 3'-0" <br /> A \ layers to a min relative <br /> _------- \i compaction of 95% --=----- <br /> �\ _------- under pavement and \ -------- \ Var <br /> Var \\ _-- --_ �� 90% outside pavement <br /> p Compact in 24" max ,t <br /> O \� layers to a min relative �\ O� \� OD+12 <br /> OD/2 �\ \\ compaction of 85%. \, <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min d—OD —10" Min 10" Min —OD 10" Min <br /> OD <br /> + 20" Min 20'D 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 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 excavatibn. <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 /> VX Approvedby:I AL FRENCH RACKFILL <br /> { ' No. Revision Descrition Date <br /> �. <br /> T. <br /> .. - COUNTY Off` SAN J®A <br /> r VAT <br /> DEPARTMENT op PUBLIC WORKS l <br /> V,re h,` Std. Dw No. <br /> Date: DEC 2014 9• <br />