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See Note 1 Below <br /> E> sting <br /> 6" Min 6"--rte � �Pavemen� � �6" <br /> (Iyp)( Min <br /> (syn) <br /> 3'-0" �� \i 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 /> 90% outside pavement. <br /> /\ <br /> �p - -Compact in 24° mar, �_ p \i OD+12" <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 --x-1 0" Min 10" Min --0D 10" Min <br /> OD OD <br /> + 20" Min 20 Min <br /> RIGID CONDUIT FLEXIBLE CCNQUI T <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 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 /> 4�X- WIFICAL TRENCH <br /> -{ No. Revision Descri tion Date <br /> COLWTY OF SAN JOA' QUDV <br /> DEPARTMENT OF PUBLIC WORKS <br /> fer YOU DEC 201 . Dw9� No.Stdo <br /> Date: �- �� <br />