Laserfiche WebLink
See Note I Below <br /> Ex' isting <br /> 6" Min 6 rPavemen <br /> 6" Min <br /> (T y P) <br /> IYO) <br /> 3'—O" See Note 2 Be-low <br /> 3 <br /> CoCompact in 12" max ' <br /> layers to a min relative 0 <br /> ——— <br /> _------_—— compaction of 95% —— ———-- <br /> -——————— --------—— Var <br /> under pavement and <br /> Var 90% outside pavement <br /> Compact in 24" max <br /> layers' to a min relative OD+12" <br /> OD/2 'compaction of 85%. <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min D —:9-10" Min 10" Min Min <br /> 0D OD <br /> �2 O��Vi n 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 I" thicker than existing b'ase, min of 0.50 FL. <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 beneatly 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 /> �wl��4 _Approved�by. <br /> TVIPICAL TRENCH BACKFILL RP <br /> No Revision Description Date <br /> A41 <br /> .. .... COLWTY OF SAN <br /> JOAQULZV <br /> ward-M, YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC.2014 d. Dwg. .No. R-29 <br />