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See Note 1 Below <br /> E'Jsting- <br /> ��Yp}n 6"- Pavement 6„ Ic�6„ Min <br /> 30 of$ See Note 2 BE:IOW <br /> \\ Compact in 12" max - \\ 3'-0" <br /> \� layers to a min relative <br /> ------ i compaction of 95% ---- <br /> �\ \� under pavement sand \ -------- \ Var <br /> 90% outside pavement. <br /> Compact in 24" rnax O \i OD+12" <br /> \� layers' to a ruin relative �\ \\ <br /> OD/2 �\ \\ "compaction of 85%. \� <br /> Co m p a c in G layers <br /> to ❑ min relative <br /> compaction of 9C%. <br /> 10" Min _-pp ---z-10" Min 1 9" Min --OD-n -10" Min <br /> OD <br /> OD <br /> + 20" Min 20 Min <br /> RIGID CONDUIT FLEXIBLE CONQUI'l <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 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 lire 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 /> i Approved by: <br /> TVIP <br /> -CAL TRENCH RACKFILd <br /> No. Revision Description Date <br /> Lei <br /> _ T COUNTY OF SAN .TOAQU Nwarmng for YOU I <br /> Lei DEPARTMENT OF PUBLIC FJORKS <br /> Date: bEC 2014 Std. Dwg. No. �o � <br />