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Note 1 Below <br />G" Min <br />(Typ)r <br />y <br />Pavement6' 6" <br />6 :� _, Min <br />11'\ <br />\i See Note <br />2 Below \ \� <br />'31—o <br />�\\ <br />\ <br />r Compact in <br />layers to, <br />12" max \ <br />\� 3'-0" <br />\ a, <br />\r <br />min relative <br />�\ <br />r <br />_—_------- <br />compaction <br />undpavement <br />of 95% <br />and \_-------- <br />�\ Var <br />--- <br />Ver B90% <br />__ <br />\ outside <br />\ <br />pavemen# <br />\r <br />00 <br />\ Compact in <br />\ layers'to ❑ruin <br />24" max �� � <br />relative <br />\i OD+12" . <br />OD/2 �\ <br />\\ "compaction <br />of 85%, <br />Compact in <br />6" layers \ ;\ \;r�\ \ <br />to a min relative <br />compaction <br />of 90%. <br />10° Min <br />—OD <br />__10 " <br />_10" Min <br />10" Min OD—fl <br />—10" Min <br />+ 20" Min—. ' 1�= � <br />- 20 Min <br />RIGID CDOUI T FLEXIBLE CONDUIT <br />NOTES- <br />1. New pavement shalf be 1" Thicker than existing pavement, minimum. <br />of '0.25 Ft. 'New base shall be 1"- thicker than existing base, rain 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 Transportation Testing Manuals, ,.test <br />method No. California 216 or 231. <br />4. All existing pavement 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, when approved by the Director of Public Works. <br />6. When shown by soil composition and compactobility, ninety percent (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 speoiol provisions. <br />7im:aVg' frm You <br />.. TYWCAL TRENCH BACKFILL <br />I COUNT' OF SAM fOAQUZN 1 <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC ,2014 <br />Dwg. No. R-29 <br />