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See Note 1 Below <br /> �--Existing <br /> 6'i Min Imo- 6'>-� Pavemen -�-1 6„ _6„ Min <br /> .- :... ` <br /> ,�••yy' '.See Note 2 Below <br /> 3 -0 �\ �r Compact in 12” max - \\ 3'-0" <br /> layers- to a min relative <br /> _--_---_ \i compaction of 95% \ --=----_ i <br /> �\ -___ -- \i under pavement and \ -------- \ Var <br /> Var \\ _-- -_ �� 90% outside pavement. \ <br /> o� Compact in 24" mar. �_ O \i OD' 12" . <br /> \� layers to a ruin 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 - -10" Min 10" Min - OD -10" Min <br /> OD OD <br /> + 20" Min 20" . . <br /> RIG-1® CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - R. New base shall be 1" 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 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 /> Approved by: <br /> C _ TYIPCAL TRENCH BACKFILL <br /> No. Revision Descri tion Date <br /> ► T COLWTY OF SAN JOAQUEV <br /> DEPARTMENT OF PUBLIC WORKS <br /> fiar. YOU Date: DEC 2014 Std. Dwg. No. R-29 <br />