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See Note 1 Below <br /> Existing <br /> pavement 6" Min <br /> 3P-0T) See Note 2 Below \\ \X1 ' <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 /> �O Compact in 24" max OD+12" <br /> \� layers* to a ruin relative <br /> OD/2 �\ \\ comp-action of 65%. \� <br /> Compact in 6>, I ayers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min u_Op --10" Min 10" Min 0" Min <br /> OD OD <br /> + 20" Min 20"• Min <br /> RIGID CONDUIT FLEXIBLE CCNDL11.1 <br /> NOTES- <br /> I. 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 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 /> Ap� » . Approved by: <br /> X,_ _ <br /> TYIP <br /> -CAL TRENCH BACKFILL <br /> � No. Revision Description Date <br /> z <br /> � . . COUNTY OF SAN TOAQUVV I <br /> DEPARTMENT OF PUBLIC WORKS I <br /> 7farldng for, YOU Date: bEC 2014 Std. Dwg. No. R-29 <br />