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See Note 1 Below <br /> E>:isting <br /> G" MinPavemen 6" — I �,— 6" Min <br /> (TYp)r I (TYP) <br /> \ \ See Note 2 Below <br /> 3' �' Compact in 12" Max \ �\ 3'-0" <br /> <\ \� layers to a min relative �\ K�_ <br /> --- i compaction of 95% ------ \� <br /> �\ ----- — \i under pavement and \ — — \ Var <br /> Var 90% outside pavement. x <br /> I_ <br /> Compact in 24" max \/ OD-L 12" . <br /> \� la ers to a min relative \ O <br /> \ \ <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" <br /> in 20 Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTED. <br /> I. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - Ft. New base shall be 17' thicker than existing base, min of 0.50 Ft. <br /> 2. Select native material or imported granular 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 /> S. 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 out 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 /> r f Approved by: <br /> WM <br /> IPCAL TRENCH BACKFILL <br /> f, I <br /> No. Revision Descri tion Date <br /> CO <br /> Y Off` S <br /> 111`Y JTOA QCJ 11! <br /> DEPARTMENT OF PUBLIC WORKS I I <br /> We- Bar YOU Date: DEC .2014 Std. Dwg. No. �o�� <br />