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Backfill 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 /> Pavement <br /> 6" Min. -=1 g°I . 6" Min. <br /> (Typ•) CTYP ) <br /> 4 ^Compact in 12" max. 3'-0" <br /> ,31-01?• layers to- a min. relative \ <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 /> compaction of 85%. �O' OD+12' <br /> 0.D./2 Compact in 6" lavers <br /> to a minimum relative <br /> compaction of 90%. <br /> 10" Min. - O.D. 10" Min. 10" Min. 0.D. 10" Min. <br /> 0.D. 0.D. <br /> + 20" Min. + 20" Min.- <br /> RIGID <br /> inaRIGID CONDUIT FLEXIBLE. CONDUIT <br /> NOTES: <br /> 1. Relative compaction of materials shall be tested. in acdordance 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 Approved by <br /> 1 Feb. 1996 PD TYPICAL TRENCH BACKFILL <br /> Directo of Public Works <br /> Drawn by J LD <br /> Chocked by COUNTY OF SAN JOAQUIN "ate JUNE 1997 <br /> Scale NONE DEPARIMExr OF PUBLIC NMPXS Drawing bio. R-=29 <br />