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See Note 1 Below <br /> Existing <br /> 6 �Pavemen ---6" Min <br /> 6" Min _Z--t2n-1 --- 7\ <br /> (Typ) –----- <br /> 7- lyp) <br /> -2 <br /> $ See Note 2 Below <br /> 3 -0 Compact in 12" max 31 0" <br /> layers to a min relative <br /> - -––––––––- compaction of <br /> –––––– under pavement 9and ---------n\ Var <br /> 90% outside pavement. \� \\ <br /> pp Compact in 24" max OD+12" <br /> layers to a min re[ative <br /> OD/2 compaction of 85%. <br /> �V <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min � ---lo" Min 10" Min . --=—z-- Jo" Min <br /> OD OD <br /> + 20" Min + 20". Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. New pavement shall be 1 t'hicker than existing pavement, minimum. <br /> of 0.25 - Ft. 'New base shall be I" thicker than existing <br /> base, min of 0.*50 Ft, <br /> 2. Select native material or imported gran-ular mate'rial 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 beneatly 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 per-cent (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 /> a IN <br /> ENCH BACKFILL <br /> Z <br /> r. TVIFCAL TRE <br /> Q <br /> No. Revision Desc,i tion <br /> Date <br /> COLWT Y OF SAN JOAQULV <br /> DEPARTMENT OF PUBLIC WORKS <br /> W- armng for, YOU Date: DEC 201 4 Std. Dwg. No. R-29 <br />