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See Note 1 Below <br /> Existing <br /> 6" Mir., lam- G„ r�� Pavemen - ( -6:, �-6„ Min <br /> 17-/ <br /> \\ \� See Note 2 Below \\ \\ <br /> 7�f9 � ! _ f A7 \ � 3J- 9J <br /> 3 V �\ Coitipacr in 12 max \ _ \\ 0 <br /> layers to a min relative <br /> \NXI \ --------mVar <br /> \ \� under pavement and \ -------- <br /> Var \\ _-- -_ x 90% outside pavement.. <br /> S\ Compact in 24" max OD 12p; . <br /> O \� layers to a rein 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 -0D ---10" Min 10" Min --OD —10" Min <br /> OD OD <br /> + 20" Min 20"' Min <br /> RIGID CONDUIT FLEXIBLE CONQUI'l <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 /> Approved by: <br /> - « <br /> w-1 <br /> IP-CAL TRENCH BACKFILL <br /> ?' <br /> N6.1 Revision Description Date <br /> ;.-.z COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> arl—ag fec y l Date: DEC 2014 Std. Dwg. No. a � <br />