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See Note 1 Below <br /> Existing <br /> G Min Pavemen - I G" 6" Min <br /> (Typ)r - I h� <br /> (Tyh) <br /> 3'-0" \i See Note 2 Below �� <br /> Compact in 12" max \ \ 31-0" <br /> layers to a miry relative \i <br /> �\ ______ compaction of 95% <br /> —__-__-- �i under pavement Qnd \ -------- \ Var <br /> Var \\ --- -- 90% outside ' <br /> \\ _ _• \\ pavemen�� <br /> OO Compact in 24" m <br /> \� layers to a min relative �\ O� \� OD ,y 12" <br /> OD/2 �\ \\ compaction of 85%. \� <br /> Compact in 6 layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min —0D ---10" Min 10" Min --0D —10" Min <br /> OD OD <br /> + 20" Min <br /> ; 20". Min <br /> RIGID CONDUIT ILEXIBLE CONDUIT <br /> NOTES: <br /> I. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - Ft. 'Nevi base shall be I" 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—Nay -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 /> r., <br /> Q n� Approved by: <br /> 17TYIPULTREENCHBACKFILL <br /> No. Revision Descri tion Date <br /> � COUN -'Y OF SAN JOA U - I <br /> DEPARTMENT OF PUBLIC WORKS <br /> > r fyoU <br /> Date: bCC 2014 Std. Dwg. No. �o � <br />