Laserfiche WebLink
r <br /> See Note 1 Below <br /> E>cisting <br /> 6" Mie, 6 ��avement <br /> (�yp)r6 -6_ Min <br /> \� See Note 2 Below` \\ \\ <br /> \\ Compact in 12" max 3'-0" <br /> �\ layers to a min relative \; <br /> �\ _— compaction of 95% ���---t <br /> ---_---- \� under pavement and \ -------- Var <br /> Vi r 90% outside pavement. \. \i <br /> �O Compact in 24" max://I\\\" <br /> ax: ;\ OD " <br /> \� layers' tol a rein relative � 12 <br /> OD/2 �\ \� compaction of 85%. <br /> C \\ <br /> Compact in 6" layers <br /> to -a min relative <br /> compaction of 90%. <br /> 10" Min __OD ---10" Min 10" Min - --0Q <br /> . —10,, Min <br /> OD OD <br /> ,� - <br /> 20 • Min <br /> RIGID CONDUIT LEXIB E CONDUI <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 Vdith <br /> a 3 year bond, when approved by the Director- of Public Works. <br /> 6. ften shown by soil composition and compactability, 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 /> j1p h Approved by: <br /> :: . t . ` WCAL TRENCH BACKFILL <br /> No. Revision Descri tion Date <br /> ll il�' <br /> kill <br /> fhb YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC 2014 Std. Dwg. No. o�� <br />