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See Note 1 Below <br /> Fisting- <br /> „ r <br /> 6Pavement 6" —6" Min <br /> (Typ) <br /> Oyp) <br /> 7T <br /> 3F-OF, See Note 2 Below <br /> -` Compact in 12" max 31-0 <br /> I layers to a min relative <br /> -_------- compaction of 95% -------- <br /> ------ - under pavement -------- Var <br /> t 6�d <br /> Var 90% Outside pavement.. <br /> Compact in 24" max OD+12" <br /> layers' to a min relative OD/2 "Compaction of 85%. <br /> X Compact in 6" layers N N\� <br /> to a neinTn relative <br /> compaction of 90%. <br /> 10" Min -OD =- ­:ng-10" Min <br /> 10" Min ' -­­; 10" Min <br /> 0, OD <br /> + 20 Min + 20". Min <br /> RIGID tQ0NDUIT -FLEXIBLE CONQUIT <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 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 /> 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 /> X <br /> TYIP-CAL TRENCH BACKFILL <br /> j No. Revision Description Date <br /> COUNTY OF SAN JOAQU <br /> _DV <br /> LV= <br /> DEPARTMENT OF PUBLJC'�VoRKS <br /> W. arldng for YOU i . — -- <br /> Date: DEC <br /> 14 Std. Dwg. No. R-29 <br />