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See Note I Below <br /> EXisting- <br /> (-Iyp) Min <br /> 6" Min rp ement <br /> F <br /> yo) <br /> V <br /> 3 P op� See Note 2 Below <br /> Conpact in 12" max <br /> layers to a Min relative <br /> -------- compaction of 95% - -------- <br /> -------- - under pavement and -------- - Var <br /> Var pavement_90% outside <br /> 00 -Compact in 24" max <br /> OD/2 layers 'to a min relativeOD+12" <br /> compaction of 85%. <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD 0" Min <br /> 10" Min --OD— Min <br /> OD <br /> + 20" Min7 01) <br /> + 20"- Min <br /> RIGID CONDUIT -FLEXIBLE CONDUI'l <br /> —NOTES: <br /> 1. New pavement shall be "I" thicker than -existing pav' ement, minimum. <br /> of 0.25 - Ft. 'New base shall be I" thicker than existing base, min of 0.50 FL. <br /> 2. Select native material or imported gran-ular material as approved by the Director <br /> L <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 'Les-Led in accordance with <br /> the- State of California, Dept. of Transportation Testing Manuals, Jest <br /> method No. California 216 or 231. <br /> 4. All existing pavdment shall be. neatly cut to line prior to trench excavation. - <br /> 5. Jetting or ponding will be permitted within the street right-of-way <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 /> Approved <br /> WCAL THEENCH BACK <br /> FILL <br /> ICKFILL <br /> No. Revision --ription Date <br /> t <br /> g <br /> COLWTY OF <br /> SAN JOAQUTV <br /> for YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: DCC 201 Std. Dwg. .ND. R-29 <br />