Laserfiche WebLink
1 . - <br /> 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. 6” to- 6„ 6" Min. <br /> (TyP ) {TyP ) <br /> •.. <br /> „ Compact in 12" max. 3'-0" <br /> 31-0 \ layers to- a min. relative \ <br /> \ compaction of 95%* <br /> ender pavement and __________ <br /> \ f 90% outsidepavement. \ _ -_____-_ Variable <br /> Variable --__ Compact in 24 max. <br /> - -- layers to -a min. relative <br /> 04' - compaction of 85%. DO' 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 <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 /> Feb. 1996 P° TYPICAL TRENCH BACKFILL m <br /> Mrect4 of Public Works <br /> Dmw, by J LD <br /> Chocked by - COUNTY OF SAN JOAQUIN Date JUNE 1997 <br /> scale NONE DeAffilIEW OF PUBLIC WORKS Drawing No. R=29 <br />