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See Note 1 Below <br /> Existing. <br /> 6" Min— �/ 6"—®i — Pavemen -6" 6" Min <br /> (TYP)i (IYP) <br /> :- <br /> 3,4� 0„' See Note 2 Below \\ � r <br /> \\ ' Compact in 12” max \\ 3'-0" <br /> <\ \� layers to a min relative <br /> 4i compaction of �5% ------ <br /> \ _ ______ \� under pavement and \ — Var <br /> - <br /> Var 90% outside pavement. <br /> p — —Compact in 24" mar. OD+12" . <br /> \� layers to a min -elative <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 10" Min <br /> OD OD <br /> + 20" Min 20 Min <br /> RIGID GQ-NDUIT FLEXIBLE CONDUIT <br /> MOTES <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 /> I P.elative 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 Direcc,or of Public Works. <br /> 6. When shown by soil composition and compac:tability, 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 /> \\ � Tf8PCAL TRENCH BACKFILL <br /> f����° L <br /> rti_ v <br /> Oki— <br /> No. Revision Description Date <br /> COUNTY OF SAN JOAQL)TV <br /> -� DEPARTMENT OF PUBLIC WORKS <br /> wcedng for YOUS <br /> Date: DEC 2014td. Dwg. No. R-29 <br />