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See Note 1 Below <br /> Existing- <br /> 6" Min- 6" �— rpavemeni � -6Min <br /> "See Note 2 Below \\ \�` ,d <br /> �\ Compact in 12' max - \\ 3 0 <br /> <\ \� layers to a min relative �\ --- <br /> — i compaction of 95 —------— Var <br /> r <br /> under pavement and \ \ <br /> Var \\ --- -- \\ 90% outside pavement. \\ <br /> \ Compact in 24" max �\ p �i OD 12" <br /> \� layers to a minrelative <br /> OD/2 �\ \\ compaction of 85%. \\ <br /> Compact in 6" 'ayers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min ---OD--" 0" Min 10" Min OD 10" Min. <br /> OD OD <br /> + 20" Min + 20 Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> -NOTES- <br /> 1 . <br /> O I ES1 . 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 -noterial 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 /> 35. 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 small 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 compa::tabiiity, 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 /> IPCAL THENCHf BACKFILL <br /> V No. Revision Description Date <br /> z <br /> s a j <br /> COUNTY OF SAN J-OA ULN <br /> =' DEPARTMENT OF PUB';,IC WORKS <br /> cr� for You Std. Div . <br /> Date: DEC .2014 g No. R-29 <br />