Laserfiche WebLink
See Note 1 Below <br /> E>:isting <br /> 6" MinPave <br /> menMin <br /> (IYp)r <br /> 3,'s Or, .\� See Note 2 Below \\ <br /> \\ Compact in 12" max \ \\ 3'-0" <br /> layers to a min relative <br /> ------ compaction of 95% --=----- <br /> \\ \� under pavement and \ -------- \ Var <br /> Var 90% outside pavemen,,L <br /> 00 Compact in 24" max OD 12" . <br /> \� layers to a rain relative \\ \\ <br /> OD/2 compaction of 85%. \� <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min— -=OD - —10" Min 10" Min ---ODS- —10" Min <br /> OD <br /> + Mi <br /> 20" n20'�Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <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 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 /> 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 /> Q - Approved by: <br /> -T IP-CAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> .. ,� _-T, COLWTY OF SAY T®AQUA <br /> L`Y'= DEPARTMENT OF PUBLIC WORKS I <br /> mvormag for YOU Date: 'DEC.201 Std. Dwg. No. R-29 <br />