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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 /> P -- <br /> avement <br /> 6" Min. —� 6', 61, <br /> (TYp•) � 6" Min. <br /> `(Typ•) <br /> To-.� Compact in 12" max.3 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 i <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 /> O.D. O.D. <br /> + 20" Min. + 20" Min. <br /> RIGID 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 stre-et 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 /> Feb. ,sss Po TYPICAL TRENCH BACKFILL �22- -1y/A <br /> °rop^ byDirect of Public Works <br /> Chocked by COUNTY OF SAN JOAQUIN Date <br /> JUNE 1997 <br /> ScO'e NONE o£Pn1;nU r or PUBUC WORKS <br /> Drawing No. R-29 <br />