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See Note 1 Below <br /> E>cisting <br /> 6" MinPavement 66" Min <br /> See Note 2 Below <br /> 3'_0 `�' Compact in 12" maxim`\ \\ 3 -0 <br /> layers to a min relative �- <br /> __--_--- \� compaction of 95% ________ Via_ <br /> \\ \� under pavement and <br /> Var \\ --- — \\ 90% outside pavement. �\ <br /> _ <br /> Compact in 24" ma.x �\ p \i OD 12" . <br /> \\ <br /> layers to a min relative <br /> y <br /> OD/2 \' \\ compaction of 85%. <br /> 4 Compact in 6" layers <br /> LO a min relative <br /> compaction of 90%. <br /> 10" Min --OD _-_10" Min 10" Min —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 excovation. <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 /> r.. n <br /> .W_ r <br /> IPCAL TRENCH RACKFQLL <br /> No.1 Revision Description Date <br /> �-` ++ t..q C`T`:• <br /> COUNTY 1 Y OF SAN fOAQ I C' <br /> DEPARTMENT OF PUBLIC WORKS l <br /> � � for YOU (Date: DEC_2014 Std. Dwg. No. R-29 <br />