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See Note 1 Below <br /> Existing <br /> 6" Min- 1 6" ' Paverril --,-1 IL-6" � �{ [--- 6" Min <br /> (lyp)� <br /> _ (lyp) <br /> , f,..:,\. \� See Note 2 Below \; <br /> 3 —0 �\ Compact in 12" max _ \\ 3'-0" <br /> layers to a min relative ; <br /> \� compaction of 95% -------- i <br /> -------- - under pavement sand \ -------- Var <br /> Var \\ _-- —_ \� 90% outside pavement <br /> O Compact in 24" max \� L ,� <br /> \� layers to a min relative �\ p0 \� OD 12 <br /> OD/2 �\ \\ compaction of 85%. <br /> Compact in 6" I aye rs <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD —10" Min 10" Min ­-- 10" Min <br /> OD <br /> + 20" Min 20'D Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <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 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 /> n c=. <br /> t� Approved by: <br /> 6k <br /> IP-CAL ® RENO[ BACKFILL <br /> : No. Revision Descri tion Date <br /> COUNTY OF S�4.1�,T T®AQULV <br /> DEPARTMENT OF PUBLIC WORKS I <br /> w�>-rfor YOU Std. Dw R-29 <br /> Date: DEC,2014 g• No. <br />