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See Note 1 Below <br /> Existing <br /> 6" Min- f�— 6„-�I �_ Pavement 6” �--6" Min <br /> (Typ)i (TYP) <br /> See Note Note 2 Below..': . <br /> 3 —0I' <br /> �\ � Compact in 12" max \ \\ 3'-0" <br /> <\ \, layers to a min relative �\ <br /> --_— i compaction of 95% �— <br /> \\ _ _ \� under pavement and \ — — \ Var <br /> Var \\ _— —_ X 90% outside pavement. <br /> �\ op — Compact in 24" max �\ �p �; 0D+12" . <br /> \ la ers to a min relative \ \ <br /> OD/2 �\ \\ compaction of 85%. \� <br /> Compact i n 6" l aye rs <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min —01D —10" Min 10" Min OD 10" Min. <br /> OD OD <br /> + 20" Min 20 Min <br /> RIGID GO-NDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. New pavement shall be 1 " thicker than existing pavement, minimum. <br /> of 0.25 Ft. 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 /> 5. 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 compact ability, 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 special provisions. <br /> Approved by: <br /> r R <br /> TYIPCAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> COLW- TY OF SAIV TOA <br /> QUIN <br /> DEPARTMENT OF PUBLIC WORKS I <br /> o— g for YOU Std. Dw . <br /> Date: DEC.2014 g No. 11®29 <br />