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See Note 1 Below <br /> fisting <br /> G" Min- G"-rte Pavemen6„ <br /> (►yp)i ^G_ Min <br /> MID) <br /> r' See Note 2 Below \\ \\ <br /> 3 -O \\ Compact in 12" max 3'-0" <br /> layers to a m'rn relative \; <br /> N ________ compaction of 95% - _ <br /> under pavement and -------- \ Var <br /> Var \\ _-- - \\ 90% outside pavement.. \ \/ <br /> •� DO Compact in 24 mar, � <br /> \� <br /> layers" to a ruin relative �\ �O \� OD , <br /> 12,� <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 - -OD-o <br /> _-10" M in <br /> 1 <br /> OD OD <br /> �;- 20" Min - <br /> -+ 20 Min <br /> RIGID CONDUIT -EXIBLE C.ONDUI T <br /> NOTES: <br /> I. Nwv pavement shall be 1" 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-alar 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 inaccordance 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 cornpactability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> T. Special bedding and backfill requirements may be shown on " the plans or <br /> specified in the special provisions. <br /> ICAj� ApproIF <br /> ved by: <br /> ", TRENCH BAC�u ILL <br /> 1 - r No. Revision Description I Date <br /> COUNTY OF SAN J®AQU V <br /> DEPARTMENT OF PUBLIC WORKS <br /> �r R for YOU <br /> Date: DCC 201 Std. Dwg. No. o � <br />