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See Note 1 Below <br /> Existing <br /> 6" MinPavemen� --j, IL-6" I -=699 Min <br /> (lyP)i _ I Ty P) <br /> 3,d,,.....\\._.- \/.. ..... See Note 2 Below <br /> ; Compact in 12" max \ \\ 3'-0" <br /> \X layers to a min relative <br /> compaction of 95% ;\ <br /> —_____-- \1< under pavement and - _------- <br /> Var <br /> X 90% outside pavement- \\ <br /> r <br /> Compact in 24" max �� p \i OD 12" . <br /> \� layers to a min relative <br /> OD/2 �\ \\ compaction of 85%. <br /> Compact in 6" <br /> layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD —10" Min 10" Min OD 10" Min <br /> OD OD <br /> + 20" Min 20"- Min <br /> RIGID GO-NQUIT FLEXIBLE CONQUI T <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, rnin 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 quality. <br /> S. 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 /> Approved by: <br /> r <br /> TYIPCAL TRENCH BACKFILL <br /> _ No. Revision Description Date <br /> -- z <br /> q t <br /> COLWTY OF SAN IOAQUEV <br /> Waddn for YOU I I <br /> DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC.2014 Std. Dwg. No. P®29 <br />