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See Note 1 Below <br /> Existing <br /> 6" Min-- �- 6" -az_ cpavemen —6" loin <br /> (I>'P)t (I yP) <br /> -71 <br /> :See Note 2 Below <br /> \\ Compact in 12" max \\ 3 0 <br /> <\ ----- \� layers to a min relative <br /> 4 compaction of 95% <br /> under pavement and \ - <br /> Var 90% outside pavement. <br /> \� <br /> op - Compact in 24" max �\ p \i 0D+12" . <br /> \� layers to a min relative <br /> OD/2 compaction of 85%. \ <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min --OG -10" Min 10" Min 0" Min <br /> OD OD <br /> 20" Min 20 Min <br /> RIGID U"ONDUIT FLEXIBLE CONDUIT <br /> NOTES- <br /> 1. <br /> O 1 ES-1. New pavement shall be I " 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. Back-Fill with materials equal to or better than the existing <br /> pavement and base in quality. <br /> S. 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 /> C� TYIPCAL FRENCH BACKFILL <br /> No. Revision Description Date <br /> CO UWT Y. OF SAN J OAQ UEV <br /> -' DEPARTMENT OF PUBLIC WORKS <br /> WU for YOU <br /> Daie: DEC 2D14 Std. Dwg. No. �a�� <br />