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—See Note 1 Below <br /> Existing- <br /> 6" Minrpavement 6 6 M i n <br /> (lyp) <br /> (Iyp) <br /> See Note 2 Below <br /> 32 !0" 31 0 yp'�,—Compact in 12" max <br /> '� layers to a min relative <br /> \IX <br /> -—— <br /> ------ compaction of 95010 -------_ <br /> under pavement and Var <br /> Var <br /> e n..-L. <br /> outside pavement..90% out <br /> /\__Compact in 24 max <br /> pOD+122; <br /> layers to a min relative <br /> OD/2 <br /> 'compaction of 857.. <br /> �\,��V� Compact in 6" layers <br /> to a min relative <br /> compaction of 90,%. <br /> 10" Min OD--" 10 M i n 10" Min--u- ­� 10" Min <br /> OD OD <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 <br /> base, min of 0.50 Ft. <br /> 2. Select native material or imported granular mate*rial 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 /> pr Approved by: <br /> TYIP-CAL TRENCH BACKFILL <br /> 4' <br /> No Revision Description Date <br /> COLWTY OF SANIOAQUIN <br /> DEPARTMENT OF PUBLic,,voRKS <br /> Bar YOU EC�2 14 Std. Dwg. No. <br /> _]Date: L =0 R-29 <br />