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See Note 1 Below <br /> Existing <br /> 6" Min 6" �� �Pavemen 6" �-6" Min <br /> (Typ)i <br /> -T . :.,.. . .: <br /> 3,� \\ \� : See Note 2 Below—Ofp <br /> \\ Compact in 12" max—!`\ \� 3'-0" <br /> layers to a min relative �\ <br /> �\ ______ compaction of 95% -------- , <br /> — — \� under pavement and \ -------- \ Var <br /> Var \\ —_-- --_ \\ 90% outside pavement. \ <br /> Op Compact in 24" mar, p \i 0D+12" <br /> \� layers to a min relative \\ \\ <br /> OD/2 �\ \\ compaction of 85%. \� <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD-7� —10" Min 10" Min OD 10" Min <br /> OD <br /> + 20'' Min OD <br /> + 20 Min <br /> RIGID CONDUIT I`LEXIQLE 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 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 Fine 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 /> is Approved by: <br /> TYIPCAL TRENCH BACKFILL �� <br /> No. Revision Description Date <br /> . - CO LWT ' OF SAV J <br /> ®AQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> Warung for. YOU R <br /> Dat( td. Dwg. No. -29 <br />