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See Note 1 Below <br /> Existing <br /> 6" Min 6"-rte �Pavemen <br /> (Typ), ^6_ Min <br /> - (lyR) <br /> 3'O„ \� See Note 2 Below \\ \\ <br /> ,� \\ Compact in 12" max " <br /> layers to a min relative \� 3 -0 <br /> �\ ______ compaction of 95% - __ - <br /> \� under pavement and \ -------- \ Var <br /> Var \\ _- - \� 90% outside pavement.. <br /> 00 Compact in 24" max ODS " <br /> \� layers to a ruin relative � 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 --0D „ <br /> - 10 Min <br /> OD _ OD <br /> + 20” Min <br /> 20 Min <br /> RIGID CONDUIT. FLEXIBLE CON®UI T <br /> NEM <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 /> T Special bedding and backfill requirements may be shown on ' the plans of- <br /> specified <br /> in the special provisions. <br /> V-10i <br /> Approved by: <br /> TRENCH BACKFILL <br /> ~' No. Revision Desc <br /> ri tion Date <br /> COLWTY OF SAN J®AQU V I <br /> L.f -' YOU T DEPARTMENT OF PUBLIC WORKS <br /> Date: bEC 201 Std. Dwg. No. o � <br />