Laserfiche WebLink
See Note 1 Below <br /> Existing <br /> 6" Min- 6"-- - PavemenI / i { _6" 59 <br /> (TYP), _ I �6_ Min <br /> 3' OF, 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 pavement... ' <br /> 00 Compact in 24" max _ p . . \i OD , " <br /> \� layers to a min relative �\ O \� ' 12 <br /> OD/2 �\ \\ compaction of 85�. <br /> Compact in 6" layers <br /> LO a min relative <br /> compaction of 90%. <br /> 10" Min u-OD ---10" Min 10" Min -OD >, <br /> -~--10 M 11-1 <br /> OD OD <br /> + 20" Min <br /> 20 Min <br /> RIGID CONDUIT FLEXIBLEGONQUI <br /> NOTES: <br /> I. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - R. *New base shall be 1" thicker than existing base, min of 0.50 R. <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 /> � Approved by: <br /> T -CAL TRENCH BACKFILL <br /> YIP <br /> No. Revision Description Date <br /> 114, COUNTY OF SAN T®AQ U.� � <br /> w—oz fee YOU DEI'ARTMEIQT of PUBLIC WORKS <br /> Date: bEC.201 a, Std. Dwg. No. R-29 <br />