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fl <br /> See Note 1 Below <br /> E>:isting <br /> 6" Min- G' 1-­4- rpavemen (�6" �=G" Min <br /> (�Yp)i Mm YO) <br /> See Note 2 Below <br /> 3 -0` „ r <br /> �\ \\-Compact in 12 max \\ 3 -0 <br /> <\ 1 layers to a min relative �/- <br /> -------- \i compaction of 95% -------- �— <br /> \\ -_____-- \� under pavement and \ -------- \ Var- <br /> Var \\ _-- --_ 90% outside pavement. �\ <br /> Compact in 24” max �� p S OD 12" <br /> \ <br /> layers to a min relative \\ G <br /> Y \ <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 T 20 Min <br /> RIGID CO-6atQUI 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 17: 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 /> 5. 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-wy 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 sho-wn on 'the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> QV <br /> ��`' <br /> V - 8PCAL TRENCH BACKFILL �� <br /> No. Revision Description Date <br /> trt Y-7.N ®U_1�T1 O �' � JOAQULV <br /> LST.= a DEPAR fl\,ENT OF PUBLIC WORKS <br /> V--dffA-dng for, YOU D <br /> Std. w <br /> Date: DEC.2014 sg• No. PI-29 <br />