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See Note 1 Below <br /> Existing <br /> [--: 6" Min <br /> 6" Min— � 6"-� �_ �Pavemen <br /> (lyp)i m7 (Typ) <br /> \/:. See Note 2 Below <br /> 3P Compact in 12" max \ \\ 3'-0" <br /> X layers to a min relative <br /> -------- \i compaction of 95� -------- T <br /> \\ ________ \/ under pavement and \ -------- \ Var- <br /> Var \\ _-- —_ \\ 90% outside pavement. \\ <br /> r <br /> Compact in 24" mar. �\ p \i OD+12" <br /> \ layers to a min relative \\ \\ <br /> OD/2 �\ \\ compaction of €35%. <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 CC-NDUIT 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 I" 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 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 compastability, 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 /> r <br /> TY <br /> �ti <br /> «rte <br /> IPCAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> r;°kj C®U_r�TY OF SAV TOA UEV <br /> =' DEPARTMENT OF PUB:jC WORKS <br /> vv e ' for YOU� I Date: DEC.2014 Std. Dwg. No. �H�� <br />