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Backfi(I with materials equal to or <br /> better than the existing pavement <br /> and base in quality. New pavement <br /> shall be 1" thicker than existing <br /> pavement, minimum of 0.25 feet. <br /> New base shall be 1 " thicker than <br /> existing base, minimum of 0.5 feet. <br /> Existing <br /> P —\ --I <br /> avement <br /> 6" Min. --, 6" [— 6" 6" Min. <br /> (TyP•) (Typ-) <br /> ,� -Compact in 12" max. , <br /> 3 —0„ layers to a min. relative 3'-0' <br /> \ compaction of 95%* <br /> under pavement and <br /> ------------ / 90% outside pavement. _— �____ / Variable <br /> Variable --_= Compact in 24” max. <br /> — — % layers to a min. relative „ <br /> O — compaction of 85%. O' OD-12 <br /> O.D./2 Compact in 6" layers <br /> to a minimum relative <br /> compaction of 90%. <br /> 10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min. <br /> 0.D. 0.D. <br /> + 20" Min. + 20" Min. <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1 . 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 /> 2. All existing pavement shall be neatly cut to line prior to trench excavation. <br /> 3. Jetting or ponding will be permitted within the street Right of Way with <br /> a 3 year bond. <br /> 4. When shown by soil composition and compactability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> 5. Special bedding requirements may be shown on the plans or specified in <br /> special provisions. <br /> 6. Shoulders shall be as shown on the plans or specified in the special <br /> provisions but in no case shall the shoulder be less than three feet wide <br /> as measured from the edge of pavement. <br /> No. Revised By <br /> Approved by <br /> 1 Feb. 1996 Po TYPICAL TRENCH BACKFILL )72• <br /> Oireet of Public Works <br /> Drawn by J LD <br /> a.dw by COUNTY OF SAN JOAQUIN Date JUNE 1997 <br /> Seale NONE oer►9111W Of Pueuc wof= drawing No. R-29 <br />