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See Note 1 Below <br /> Existing <br /> 6" Min- 6" �� Pavemen -�I 6" ��--6" Min <br /> (Typ), (Typ) <br /> 0 �\ \� See Note 2 Below X ~\ <br /> 31 <br /> -0 \\ Compact in 12" maxim`\ \ <br /> �� 3'-0" <br /> layers to a min relative �\ \! <br /> -------- \i compaction of 95% -------- r <br /> �\ \� under pavement and \ -------- Var <br /> Var \\ _- --_ \\ 90% outside pavement. \\ <br /> op Compact in 24" max �\ p \i OD+12" . <br /> \ layers to a rein relative <br /> OD/2 \\ compaction of 85%. \� <br /> in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD 10" Min 10" Min OD 10" Min <br /> OD OD <br /> + 20" Min + 20 Min <br /> RIGID CONDUIT 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 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 o mmaterials 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 /> Approved by: <br /> TYIPCAL TRENCH BACKFILL <br /> _ No. Revision Description Date <br /> <► COUNTY O <br /> ,.�. SAN J®AQUIIV <br /> DEPARTMENT OF PUBLIC WORKS <br /> Working' for YOU <br /> Date: DSC 2014- Std. Dwg. No. R®29 <br />