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See Note 1 Below <br />EkistingG" Mir-- (- G» Pavemen G:, TYp)i <br />G Min <br />a„3, See Note 2 Below <br />Compact in 12" max <br />layers to a. min relative <br />3 0 <br />compaction of 95% <br />under pavement Qnd <br />Var \\ _----- 90% outside pavemen;L <br />OO Compact .in 24" mar ", _ OD+1 „layers toga rein rel-ative 2 <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 OD -10" M in <br />OD OD20" Min <br />20". Min <br />RIGID CONDUIT FLEXIBLE CONQUI-T <br />NOTES: <br />1. New pavement shall be 1" thicker than existing pavement, minimum.of 0.25 - R. 'New- base shall be 1" thicker than existing base, min of 0:5o Ft,2. Select native material or imported gran-ular material as approved by the DirectorofPublicWorks. Backfill with materials equal to or better than the existingpavementandbaseinquality. <br />3. Relative compaction of materials shall be tested in accordance withthe- State of California, Dept. of Transportation' Testing Manuals, ;testmethodNo. California 216 or 231. <br />4. All existing pavement shall be. neatly cut to line prior to trench excavation.5. Jetting or ponding will be permitted within the street right-of-way 'witha3yearbond, when approved by the Director of Public Works. <br />6. When shown by soil composition and compactability, ninety percent (90%)compaction may be used, when approved by the Director of -Public Works.7-. Special bedding and backfill requirements may be shown on'the plans orspecifiedinthespecialprovisions. <br />r._ Q Approved by: <br />t`' TVIFCAL THEMCH BACKFILL <br />Revision Descri tion Date1, <br />COUNTYTY OF SAN JOA ]jQVT F!7 I l <br />DEPARTMENT OF PUBLIC WORKS,Hng fee YOU <br />Qate: DEC 2p7 Std. D19g. No. R-29