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See Note 1 Below <br /> Existing <br /> 6" Min Pavemlt_� ---1 -6Y9 Min <br /> (Typ)fyp) <br /> ..V:-2 I', <br /> See Note 2 Below S�, 99 <br /> 3 -0 Compact in 12" max R< 3 0 <br /> layers to a min relative <br /> -—————— compaction of 95% <br /> 4 —————————- Var <br /> -- -——————— under pavement and <br /> r90% outside pavemenL. <br /> V —— <br /> ax OD+12" <br /> Compact in 24" max <br /> layers—to a min relative <br /> OD/ 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 ­­�-10" Min <br /> OD OD <br /> + 20" Min c <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 granular 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 quiality. <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 pav6ment 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 /> I. Special bedding and backfill requirements may be shown on' the plans or <br /> specified in the special provisions. <br /> Appmed by: <br /> AOF <br /> -HCH BACKFILL <br /> 7YIPCAL TRE <br /> No. Revision Description Date <br /> W((41 <br /> Z, <br /> COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> wtar,-Tf fer YOU Me: DEC 2014- SM. Dwg. .No. R-29 <br />