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See Note 1 Below <br /> Existing- <br /> 6" MinImo- 6'- - �Pavement� X16" [-*—: 6" Min <br /> (�Yp)r (IYO) <br /> �\ \� See Note 2 9Below <br /> 3 -O' \ <br /> Compact in 12 max 3' <br /> 0 <br /> <\ \� Payers to a min relative <br /> 4 ;� -_ i compaction of 95% --_-- <br /> \\ -- _- \� under pavement and \�-------- Var- <br /> Var X 90% outside pavement. <br /> Compact in 24" max �\ p \i OD 12 <br /> \�.layers tol a min relative \\ O �� <br /> OD/2 �\ \\ 'compaction of 55%. \\ <br /> � . <br /> 4 Compact in 6" layers <br /> to ❑ min relative <br /> compaction of 90%. <br /> 10" Min --OD _ -10" Min 0" Min OD - ---10" Min. <br /> OD OD <br /> + 20" Min 20 Min <br /> RIGID C,OND-UIT FLEXIBLE CONQUIT <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 /> I 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 sho-wn on ' the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> �rIPCAL TRENCH BACKFILL <br /> r , No. Revision Description Date <br /> .�.. f <br /> COUNTY Y Off' S'A.� TOS <br /> Q UI1V <br /> DEPARTMENT OF PUBLIC WORKS I <br /> aedng fer YOU <br /> Date: DEC Std.td. Dwg. No. Ro29 <br />