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See Note 1 Below <br /> Existing <br /> 6" Min6 Pavemen - 6" 6" Min <br /> (�Yp)r <br /> 3 0„ \� See Note 2 Below <br /> \\ <br /> ""-Compact in 12" max <br /> \ layers to a. min relative ; <br /> com action of 95% <br /> under pavement and Var <br /> Var \\ _-- -_ �� 90% outside pavement... <br /> �O Compact .in 24" max �� p \i OD+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 -:�-OD -10" Min 10" Min --OD 1 Q" Min <br /> OD OD <br /> 1 20" Min 20 Min <br /> RIGID GONDUI T 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 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 /> Q APProved by: <br /> i Y <br /> c, s ' <br /> I No. Revision Descri tion Date <br /> �.7 <br /> �-` COUNTY OF SAS <br /> JOAQULV I <br /> �� DEPARTMENT OF PUBLIC WORKS <br /> Date: bEC 2014 Std. Dwg. No. R-29 <br />