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in <br /> Backfill with materials equal to or <br /> better than the existing pavement <br /> in quality and thickness. <br /> existing Pavement <br /> o 6'}-- Compact in 12"max-layers o <br /> -,;, 6"�l Min. to a min.relati m compaction 1 <br /> (Typ•) of 955/61under pavement and <br /> shoulders,and 90% - <br /> - — — — outside should rs. — <br /> o `^ Compact in 24" ax.layers <br /> > to a minimurnN <br /> O relative comp Ilion O n <br /> O of 85 <br /> Ci Compact in 6' layers <br /> D. It]" to ❑ minimum IQ" 0. D. I0" <br /> Min. Min. relative compo Sion Min. Min. <br /> 0. D.+ 20 Min. of 90%. 0. D.+20" Min. <br /> I <br /> I <br /> ' RIGID 'CONDUIT FLEXIBLE CONDUIT <br /> NOTES; <br /> 1. Relative compaction of materials shall be tested by the State of California, <br /> Dept. of Transportation Testing Manual, test method No. California 216 or 231. <br /> 2. All existing pavement shat! be neatly cut tc line prior to trench excavation. <br /> 3. Jetting or ponding will be permitted within the stree Right of Way with 3 year bond. <br /> 4. When shown by soil composition and compocti ility, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> I <br /> NO REVISED DATE RP nded fa <br /> "Vapprovao by <br /> TYPICAL TRENCH BACKFILL °°" <br /> APP OVED BY <br /> T .: . 7 � <br /> DRAWN 8Y P D:ehu H Doge <br /> CHECKED BY COUNTY OF',_ SA JOAQUIN h r - CE.21258 <br /> SCALE NONE DEPARTME=NT OF PIJb LIC WORKS STANDARD NO. A-7 <br />