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See Note 1 Below <br /> Existing <br /> 6 Min-- + 6"-na �Pavemen� 6" 6" Min <br /> (Iyp)i <br /> (I yP) <br /> See Note 2 Below \\ \\ <br /> \ - Compact in 12" max \�- \ 3'-0" <br /> \ �\ layers to a min relative � <br /> �\ _-_---__ compaction of 95% <br /> \� under pavement and \ -------- \ Var <br /> Var \\ _-- --_ �� 90% outside pavement. ' <br /> 00 -Compact in 24" max �_ O \i OD+12"i <br /> \� layers to a min rel-ative <br /> OD/2 �\ \\ compaction of 85 <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10' Min D 4 -10" Min 10" Min -pp <br /> ---10" Min <br /> OD OD <br /> + 20" Min , <br /> 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 gran-ular 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 gdality. <br /> 3. Relative compaction Of materials shall be tested in accordance with <br /> the- State of California, Dept. of Transportation Testing Manuals, :test <br /> metho-d 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-%vay 'with <br /> a 3 year bond, when approved by the Director of Public Works. <br /> 6. When shown by soil composition and corimpactability, 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 /> 4. <br /> - � W1 . - - Approved by; <br /> - IPCAL TROLqENCH'� CH RACKFILL <br /> No. Revision Description Date <br /> COEWTY OF SAN J®AQU1N <br /> DEPARTMENT OF PUBLIC WORKS <br /> Worrung fer, YOU <br /> Date: .DEC 2014 Std. Dwg. No. R®29 <br />