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Note 1 <br />Pavement 6' '� 6" Min <br />-1y P., 0y.) <br />\ See Note 2 Belotro'"` \\ <br />3 01" �\ Compact in 12" mox <br />`c layers to, a. min relative i <br />— \ <br />compaction of 957 �\ —_---- <br />— = \ under pavement and \ --\\ Var <br />90% outside pavement <br />Compact in 24" mar. <br />O \ <br />layers 'tota ruin relative �\ 00 : ' \ OD+12" . <br />OD /2 �\ \� compaction of <br />Compact in 6" layers <br />to ❑ min relative <br />compaction of 90%. <br />10" Min —OD --10" Min 10" min �—OD —10" Min <br />+ 20" MinMID CM-4DWT <br />- 20 Min <br />FLEXIBLE WiQUIT <br />NOES: <br />1. New pavement shall be 1" thicker than existing pavement, minimum. <br />of 0.25 Ft. New base shall be 177 thicker than existing base, rnin of 0.50 Ft. <br />2. Sefect native material or imported granular material as approved by the Director <br />Of Public Works. Backfill with materials equal to or better than the eyisting <br />pavement and 'base in quality. <br />3. Pefative compaction of materials shall be tested .inaccordance with <br />the- State of California, Dept. of Iranspertation 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—vday 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 thespecial provisions. <br />vwuz fail You <br />. TVIPGAL TRENCH BACKFU <br />` DEPARTMENT OF PUBLIC WORKSflv <br />Dote: DEC.2014 <br />': Y-�- /; �/ a , <br />Dwg. No. R-29 <br />