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I <br /> See Note 1 Below <br /> Existing <br /> (TyP�n 6' Pavement6Y -6_ Min <br /> 3'-0" ' \ See Note 2 Below ' \\ <br /> Compact in 12" max \\ 3'-0" <br /> --- \r layers to, a. min relative \ , <br /> compaction of 959 —_`-- <br /> -____—_-----_- \\ under pavement and \' — ——— - Var <br /> Var \\ -- \ 90% outside pavement... <br /> Compact in 24" max \� <br /> layers to a min restive OD+12" <br /> OD/2 �\ \\ compaction of B57,. <br /> F7 Compact in 6" layers <br /> to a min relative <br /> compaction of 907". <br /> 10" Min D 10" ?din 10" Min OD 10" Min <br /> OD <br /> + 20" Min + 20'. Min <br /> RIGID CONDUIT FLEXIBLE CONDU1'T <br /> .-NOTES: <br /> I. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of '0.25 ' Pt. 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 /> 3. Relative compaction of materials shall be tested .in accordance with <br /> the- State of California, Dept. of Transpbrtotion Testing Manuals, ;test <br /> method No. -California 216 or 231. <br /> 4. All existing pavdment 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, wh.en approved by the Director of Public Works. <br /> 6. When shown by soil composition and compactability, 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 or <br /> specified in the. special provisions. <br /> Approved by: <br /> `YIP-CAL TRENCH BACKFILL <br /> NO Revision Desai tion Date <br /> VINCOlTNI O SA TOAQ <br /> fnrDEPARTMENT QP PUBLIC WORKS <br /> w� Std. Dw <br /> Date: bEc,2a14 g. N0, R-29 <br />