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rSee Note 1 Below <br /> " Ekisting <br /> 6Min Pravemen <br /> (Typ) t L �--6" Min <br /> Typ) <br /> 3, 0" See Note 2 Below <br /> Compact in 12" max _ \\ 3)-Oyp <br /> layers to a min relative <br /> --------- compaction of 95% - -------- <br /> ------- under pavement and \ --------- Var <br /> Var 90% outside pavement- <br /> CD) Compact in 24" max OD-;1225 <br /> layers- to a min relative <br /> OD/2 compaction of 85%. <br /> 7-7 <br /> layers Compac�t in 6' <br /> to a min relative <br /> compaction of 90%. <br /> 10 M i n OD- ­%-10" Min <br /> 10" Min D— —10" Min <br /> OD 0 D <br /> ��2 C�� Vi n + 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 I" thicker than existing b'ase, 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 q6ality. <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 /> 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 /> pproved by: <br /> 1i BACKFILL < 7�, /,7-1 <br /> TVIFCAL THENC <br /> V <br /> No. Revision Desen' tion Dote <br /> COUNTY OF SAN JOAQUVV <br /> DEPARTMENT OF PUBLIC WORKS <br /> warb-ing for YOU Std. Dw/g. N o. <br /> Date: bEC.2014 -29 <br />