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See Note 1 Below <br /> E fisting <br /> 6" Min- - 6" P Pave en 6„ <br /> (TYp)i Min <br /> 3, „ See Note 2 Below' <br /> 0 \1\ Compact in 12" max—� �- \\ 3'-0" <br /> Y� \\ layers to a min relative <br /> compaction %\ <br /> _—_------ ! tion of 95% � __ <br /> �\ \� under pavement and \ -------- \ Var <br /> Var 90% outside pavement... \\ <br /> 00 �—Compact in 24" max O \X „ <br /> \� layers to a ruin relative \\ O � ODy 12 <br /> OD/2 �\ \� compaction of 55%. �! <br /> Com <br /> A pact in 6 layers <br /> to ❑ min relative <br /> compaction of 90%. <br /> 10" Min r —OD --10" Min 10" Min <br /> —0D 10 Min <br /> OD <br /> + 20" Min OD <br /> 20 Min <br /> RIGID CONDUIT FLEXIBLE CONQUI T <br /> NOTES: <br /> I. 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 gran-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 compactability, 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 /> v <br /> Approved by; <br /> TVIFICAL FRENCH BACKFILL <br /> �7110M. i z No. Revision Descri tion Date <br /> ttlr l <br /> COLWTY Off' ,.SAY JO <br /> AQUIN I <br /> Warms for YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC.2014 Std. Dwg. No. R-29 <br />