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6" Min <br />(TYP) <br />6 "- <br />Var-- <br />10" Min <br />OD <br />+ 20 Min <br />RIGID CONDUIT <br />ee Note 1 Below <br />Existing - <br />Pavement <br />See Note 2 Below <br />Compact in 12" max— <br />layers to a min relative <br />compaction of 95% <br />under pavement and <br />% outside pavement. <br />-Compact in 24" max — <br />layers to a min relative <br />compaction of 85%. <br />-Compact in 6" layers - <br />to a min relative <br />compaction of 90%, <br />10" Min <br />10" Min <br />ee,es.caee,e...,+.en....esURRVIV • <br />OD <br />+ 20" Min <br />FLEXIBLE CONDUIT <br />10" Min <br />NOTES: <br />I. 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 <br />of the Director <br />Public Works. Backfill with materials eq <br />ual to or better than the <br />3 <br />G! <br />pavement and base in quality. <br />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 />existing <br />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 <br />soil composition and compactability, ninety <br />compaction may be usedwhen approved by the Director <br />7. Special bedding <br />specified in the <br />, <br />and backfill requirements may be shown <br />special provisions, <br />Warldng for YOU <br />percent (90%) <br />of Public Works. <br />on the plans or <br />C'®UNZ'Y ®�' �'AN J014Q�JIN <br />DEPARTMENT OF PUBLIC \VORICS <br />Approved by: <br />�A�/�%� <br />Sion <br />Date: DEC 204 Std. Dwg. No. lijr<�� <br />