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See Note 1 Below <br /> E, fisting <br /> 67 Min- 6"–+ Pavement <br /> (Typ) Mini �_ <br /> 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 /> �O –Compact in 24" max ODy 12" . <br /> \� layers' to a min relative <br /> OD/2 �\ \\ compaction of 85%. :a <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min D –10" Min 10" Min –0D 10" Min <br /> OD OD <br /> + 20" Min ; 20 Min <br /> RIGID CONDUIT FLEXIBLE CONDLI-I <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 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 irn 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 requirernents may be shown on ' the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> TVIFCr, ® TRENCH <br /> No. Revision Description Date <br /> �f► -� .�- <br /> COUNTY OF SAY JOAQUZ� I <br /> Lyf DEPARTMENT OF PUBLIC WORKS <br /> war g � YOU <br /> Date: DCC 201c Std. Dwg. No. �o�� <br />