Laserfiche WebLink
See Note 1 Below <br /> Existing <br /> 6 Min rpavemen <br /> (Typ)� I �6_ Min <br /> r:- _ _ (gyp) <br /> 3'-0" \i See Note 2 Below \ \\ <br /> ,� \\ --Compact in 12" max ' " <br /> layers to a min relative \ \� 3 —0 <br /> \\ -- -- \� compaction of 95% \ -------- i <br /> ------- under pavement and \ -------- \ Var <br /> Var \\ _-- --_ �� 90% outside pavement ' <br /> Compact in 24" max �_ O \i OD+12" <br /> \\� Jaye"rs' told min relative <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"- Min <br /> RIGID CONDUIT FLEXIBLE= CONQUIT <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-alar 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 /> Approved by: <br /> IPICAL TRENCH-BACKFILL <br /> ~lV No. Revision n Descri tion Date <br /> �► .. . � <br /> COUNTY OF SAN J®AQULN ► � <br /> DEPARTMENT OF PUBLIC WORKS <br /> wozmng foc YOU <br /> Date: DEC 2014 Std. Dwg. No. �o � <br />