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Note 1 De <br />G" Nlin - g I 1� Pave ent6:s ' <br />(Typ)I a---- d 6Min <br />yp) <br />\\ \ See Note 2 Below <br />Compact in 12" max <br />\ layers to, Q. min relative \i 3 0" <br />compaction of 95% <br />f - ---- \ 'under Pavementand \ ------ \\ Var <br />Var \\ - 90% outside pavement_ ; \/ <br />_ O Compact Jn 24" may, \\ <br />D \ layers to1a ruin relative \ 00 \ OD+12". <br />OD/2 �\ \ compacuo.n of 857. <br />Com -pact in 6" layers <br />to a min relative <br />compaction of 9D%. <br />10" Vin - OD --10" Min 10" Min OD —10" Min <br />OD OD <br />+ 20" Min <br />20 Min <br />RIGID CONDUIT FLEXIBLE CONQUIT <br />NOTES: <br />1. New pavement shall be 1" thicker than e>dsting pavement, minimum. <br />of '0.25 Ft. New base shall 6e 1 thicker than existing base, min of 0.50 Fi. <br />2. Select native material or imported granular material as approved by the Director <br />Of <br />Public WOJ_ks. Backfill with materials equal to or better than the existing <br />pavement and base in gdality. <br />3. Relative compaction of materials shall be tested .in accordance wiih <br />the- State of California, Dept, of Transportation Testing Manuals, ,.test <br />metho-d No. California 216 or 231. <br />4. All existing pavement shall be. neatly cut to line prior to trench excavatibn. <br />5. Jetting or ponding will be permitted within the street right-of-vday 'with <br />a 3 year bond, wh.en approved by the Director of Public Works. <br />6. When Shown by soil composition and compaciability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Warks. <br />7. Special bedding and backfill requicements may be shown on the plans or <br />specified in the, special provisions. <br />far fou <br />No. Revision Desori tion Dote <br />COUNT' Off` SAS TOA�LT�r <br />DEPARTMENT OF PUBLIC WORKS <br />�� Dole: DEC 2014 Std. DWg. No. �,�� <br />