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—See Note I Below <br /> Existing <br /> 6" Min Pavement -s,\- <br /> fc-6 Min <br /> (Typ) (Typ) <br /> See Note 2 Below <br /> 3'- 32 <br /> 01� <br /> '\'��-'-Compact in 12" max— 3 -0 <br /> layers to a min relative <br /> compaction of 95% ----------U\ <br /> K V</ Var <br /> under pavement and ------- <br /> 90% outside <br /> Var pavement. <br /> /\��X <br /> -Compact in 24" max <br /> Z <br /> layers to a min relative <br /> OD/2 /x compaction of 85%. <br /> 7�-Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10 Min -:::-0D -10" M i n 10" Min -=-0D--E--- --z-1 0" Min <br /> OD OD <br /> 2 Min + 20" Min <br /> RI-010 CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. Ne-vv 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 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 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 compactability, 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 /> TYWCAL TRENCH RACKFILL <br /> No. Revision Description Date <br /> COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> Wofldng fbr Y OU E— Std. Dwg. No. <br /> iDate: DEC 2014 <br />