Laserfiche WebLink
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. -�I 6" �- -� 611 6" Min. <br /> (Typ•) .(Typ•) <br /> �� II Compact in 1211 max. 3'_0" <br /> 3-10 \ layers to a min. relative \ <br /> \ compaction of 957# <br /> under pavement and _______ <br /> 907 outside pavement. _ Variable <br /> Variable -_-_-- ---- Compact in 24 max. <br /> - - i layers to .a min. relative .. <br /> compaction of 857. �4' OD+12 <br /> O.D./2 Compact in 6" levers <br /> to a minimum relative <br /> compaction of 907. <br /> 10" Min. Q.D. 10" Min. 10" Min. O.D.--� 10" Min. <br /> O.D. O.D. <br /> + 20" Min. + 20" Min.- <br /> RIGID <br /> inaRIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. Relative comp-action 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 (907) <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 /> Approved by <br /> No. Revised BY <br /> ' Feb- 1996 p° TYPICAL TRENCH BACKFILL m' <br /> Direct4 of Public Works <br /> Drown by JLD <br /> chocked by COUNTY OF SAN JOAQUIN Date JUNE 1997 <br /> Scale NONE DVAMNEW OF PUMM WORKS Drawing No. R-29 <br />