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See Note 1 Below <br /> Existing <br /> 6" Min 6' �— �Pavemen� X1 6" �--6'T Min <br /> (I Yp)I ( Yp) <br /> See Note 2 Below �\ \ 3�� 0„ <br /> \\ Compact in 12 max \ \ <br /> layers to a min relative <br /> ______-- i compaction of 95% _______ Var <br /> \\ - - \� under pavement and \ — <br /> X 90% outside pavement. t/ <br /> / Compact in 24" max OD+12" . <br /> \\ layers to a min relative \\ <br /> OD/2 �\ \\ compaction of 85%. \\ <br /> I ,1 <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min —0D--2E:— —10" Min 10" Min 0D—_1_ 10" Min <br /> OD OD <br /> + 20" Min 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 granular 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—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 /> , t TYIPCAL TRENCH BACKFILL <br /> No. Revision Description <br /> Date <br /> S ti j COUNTY OF S'AI'D JOAQ U V <br /> -' DEPARTMENT OF PUBLIC WORKS <br /> aedng for, YOU (Date: DEC 2014 Std. Dwg. No. R®29 <br />