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Bockfill with materials equal to or___._ <br /> better than the existing pavement \\ <br /> in quohily and thickness. <br /> Existing Pavement- <br /> o - -- 64- Compact In 12"max-layers - - • <br /> r 6"Mire. - _ to a min.relative Compaction - - __ II <br /> (TYD•) _- - ofS6%*Underpavement and <br /> shoulders,and 905 _ <br /> -- — outside shoulders. — — <br /> o — <br /> �-Compact in 24"max.layers <br /> to o minimum N <br /> N OC relative compaction p• <br /> O <br /> �. of 65%. �. 1 <br /> Compact in 6" layers 1 <br /> 10 0. 0_ i0" to o minimum 10 0.D. 10" <br /> Min. Min relative compaction Min. Min. <br /> 0. D.t 20 Min. of 90%. 20" Min. <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> I <br /> I. Relative compaction of materials shall be tested by the State of California, <br /> Dept. of Transportolion Testing Manual, lesl method No California 216 or 231 <br /> 2. All existing pavement sholl be neatly cut to line prior to trench excavation. j <br /> 3. Jetting or ponding will be permitted within the street Right of Way with 3 year bond. <br /> 4. 's When shown by soil Composition and compoclibili ty, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> i <br /> I <br /> I <br /> ILN <br /> N TYPICAL TRENCH BACKFILL <br /> DulaO01 <br /> 7�!COUNTY 0 SAN JOAQUINHENRY D°"- ZI2se <br /> DEPARTMENT OF Pt�6LiC WORKS STANDARD NO. A-7 <br />