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See Note 1 Below <br /> Ekisting <br /> 6" Min- – 6' avemen�_\ I <br /> T 6:' 6" Min <br /> ( ) I - -- <br /> 3'-0" \i See Note 2 Below \\ \\ <br /> Compact in 12" max 3'-0" <br /> layers to a min relative r <br /> �\ _------- \� compaction of 93% \ <br /> ------- \r under pavement aind \ -------- \ Var <br /> Var 90% outside pavement_ ' <br /> 00 Compact in 24" max OD " <br /> \� layers to a min relative 12 <br /> OD/2 �\ \\ compaction of 85%. r <br /> F_ <br /> Compact in 6" la aye <br /> L <br /> a min relative y <br /> compaction of 90%. <br /> 10" Min –OD– --10" Min 10" Min - –ODy <br /> --10 Min <br /> OD OD <br /> 20" Min <br /> 20 Min <br /> BIGID CONDUIT FLEXIBLE CONDUIT <br /> N QIM <br /> 1. New pavement shall be i" -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 compactability, 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 /> Appromi ved by: <br /> WCAL <br /> TRENCH <br /> gCq BACKFILL <br /> A g <br /> ti <br /> F, No. Revision Description Date <br /> COUNTY OF SAN TOA U17V <br /> vvar for YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC 201 Std. Dwg. No. o <br />