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F_ <br /> See Note 1 Below <br /> 9f '° <br /> rExdsting�� <br /> a �y 99 <br /> (IYp)ei� 6 —rte 6 �--6 Min <br /> - <br /> _0"• See Note 2 Below <br /> 3 , \\ Compact in 12" max � " <br /> layers to a min relative \\ 3 —0 <br /> __-----_ i compaction of 95% - -------- <br /> - — under pavement and \ -------- \ Var <br /> Var \\ _-- —_ \� 90% outside pavemen.i.. <br /> OO Compact in 24" max OD+12" . <br /> \� layers to a ruin 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 - OD --10" Min 10" Min - 0D 10" Min <br /> OD OD <br /> + 20" Min 20 Min <br /> RIGID CONDUIT, FLEXIBLE CCNQUI T <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - Ft. 'Neve base shall be 1" thicker than existing base, min of 0.50 Ft. <br /> 2. Select native material or imported gra n-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 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 shown on the plans or <br /> specified in the special provisions. <br /> r. <br /> � - Approved by: <br /> • k Lvi��4. v k�'�.�/y� <br /> No. Revision Descn tion Date <br /> COUNTY OF SAN TOAQULV <br /> fn—,r YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: bEC 2014 Std. Dwg. No. Rotu <br />