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See Nate 1 Below <br /> Existing <br /> 6" Min�'� �- 6''-�1 _ PavemenT 6" Min <br /> P) (Typ) <br /> 3'-0" \\ \\ See Note 2 Below \\ \\ <br /> \\ - Compact in 12" max \ \\ 3' 0" <br /> <\ \1 lay-ers to a min relative <br /> ------ \i compaction of 95% -------- \i <br /> �\ _____- � under pavement and \ -------- °r <br /> Var \\ _-- -- \� 90% outside pavement. � \\ <br /> _ � r <br /> Compact in 24" max �\ �_ \i OD-12" . <br /> \� <br /> layers to a min 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— 0" Min 10" Min-- OD - —10" Min <br /> OD OD <br /> 20" Min 20 Min <br /> RIGID CO-NDUIT 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 1" thicker than existing base, min of 0.50 Ft. <br /> 2. Select native material or imported granular 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 spec-ial provisions. <br /> Approved by: <br /> y=am IPCAL THE CH BACKFILL <br /> No.1 Revision Description Date <br /> s �- `}`-4 COUNTY, OF SAN TOAQ <br /> Wwl� for YOU'"• DEPARTMENT OF PIJBLIC WORKS <br /> Std.Date: DEC 201c d Dwg. No. R®29 <br />