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OD <br />10" <br />� <br />pact <br />I <br />6 <br />S <br />O„ <br />�\ <br />Corr <br />\� <br />Jaye <br />\\ <br />_______ <br />r <br />\� <br />com <br />undo <br />gar <br />\\ <br />—__ _— <br />\\ <br />90% <br /><\r <br />\� <br />—Corr <br />layer: <br />/2 <br />�\ <br />\\ Corr <br />C o n <br />to c <br />corn <br />Min <br />OD <br />10" <br />OD <br />+ 20" Min <br />RIGID CONDUIT <br />See Note 1 Below <br />Existing - <br />Pavement <br />See Note 2 Below <br />pact in 12" max— <br />s to a min relative <br />pc <br />ction of 95% <br />;r pavement and <br />C pavement. <br />in 24" max — <br />to a min relative <br />Com of 85%. <br />pact in 6" layers <br />min relative <br />ip iction of 90%. <br />Min <br />10" Min <br />6" <br />OD <br />+ 20" Min <br />�+6" Min <br />(TYP) <br />FLEXIBLE CONDUIT <br />NOTES: <br />I. New pavement shall be 1" thicker than existing pavement, minimum <br />Var <br />10" Min <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 <br />ponding will be permitted within the street right—of—way with <br />a 3 year <br />bond, when approved by the Director of Public Works. <br />6. When shown by soil composition and compactability, ninety percent (90% <br />) <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 />TYPICAL TRENCH BACKFILL <br />COUNTY OF 5AN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />INo.I Revision Description I Date <br />Date: DEC 2014 Std. Dwg. No. <br />