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See Note 1 Below <br /> 5ostinK <br /> 6" Mir, 6"_D�3_4 Pa'V'e M en� ll <br /> Typ)( 6" Mi <br /> 4-Y yo) <br /> See Note 2 Below <br /> Compact in 12" max 3)_0 <br /> layers to a min relative <br /> ———————— compaction of 95% --=----- <br /> - ———————— un Var <br /> der pavement and <br /> r 90% outside pavement t A <br /> Compact in 24" ma-x -L OD122; <br /> layers 'to a min relativeOD/2 "(-r%mnnr,+.ion of 85%. <br /> 'w'�—Compac�t in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min --OD - --::-z-10" Min <br /> 10" Min --:: 10" Min <br /> OD OD <br /> fO�" Min + 20". Min <br /> -RIGID CONDUIT —LEXIBLE CONQUI] <br /> NOTES: <br /> I. New pavement shall be 1" -thicker than existing pavement, minimum. <br /> of 0.25 - Ft. 'New base shall be 1" thicker than existing <br /> b'ase, min of 0.50 Fc, <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 qiJality. <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 beneatly 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 /> L <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 /> I�*16 TYIP-CAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> TV, A <br /> -A <br /> Lt COLWTY OF SAY JOAQUL I <br /> DEPARTMENT OF PUBLIC WORKS <br /> for YOU �td <br /> Date: DEC 2014 Std. D wi g. No. <br /> P1 2 9 <br />