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See Note 1 Below <br /> Existing <br /> 69' Min -- 6" d �Pavemen IL-6„ 6" Min <br /> (Iyp)r I �— <br /> See Note 2 Below \\ <br /> Compact in 12" max _ \\ 3'-0" <br /> layers to a min relative <br /> ------ \; compaction of 95% \ -------- <br /> �\ -- \i under pavement and \ -------- \ Var <br /> 90% outside pavement_ <br /> 00 —Compact in 24" max ODS 12" . <br /> \� layers to a rein relative <br /> OD/2 �\ \\ compaction of 85�. \� <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD - —10" Min 10" Min --OD 10" Min <br /> OD OD <br /> + 20" Min . + 20 Min <br /> RIGID CONDUIT. -FLEXIBLE. CONDUI1 <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 . 1"t. *New base shall be III thicker than existing base, min of 0:50Ft. <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—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 /> AXr <br /> Epj YCAL TRENCH BACKFILL <br /> ,� <br /> At <br /> �' ~0 No. Revision Descr tion Date <br /> COUNTY OF SAN JOAQLMV 1 <br /> warmng for, YOU DEPARTMENT OF PUBLIC`T10RK3 <br /> Dote: bEC 2014 Std. Dwg. No. <br />