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See Note 1 Below <br /> Existing <br /> 6" Min 6D'-d Pavement �9 _ D9 <br /> (iyp) 6 ^6_ Min <br /> - (lyp) <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% \ --=--___ <br /> -- _--_--- \� under pavement and \ - \ Var <br /> Var \\ _-- -_ �� 90% outside pavement_J1" \� <br /> 00 -Compact in 24" mar. _ O \i OD+12" <br /> \� layers to a min relative �\ O \X <br /> OD/2 �\ \� compaction of 85%. \� <br /> Compact in 6 layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min— 0" Min 10" Min -0D 10" Min <br /> OD OD <br /> + 20" Min 20"- Min <br /> RIGID CONDUIT FLEXIBLE CONQJI-I <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 /> v <br /> Approved by: <br /> TRENCH 3 <br /> 'r\S _1QP� <br /> --{ <br /> Ro. Revision Description Date <br /> �`®U1�T�'� O.�` �5' - <br /> `' AN J®AQULV <br /> DEPARTMENT OF PUBLIC WORKS I <br /> -warms fnr YOU <br /> Date: bEC.2014 Std. Dwg. No. R-29 <br />