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 /> 6" Min. 5„ <br /> Pavement <br /> (TyP-) 6, ( �- 5" Min. <br /> .(Typ•) <br /> 3'-0" Compact in 12" max. , <br /> layers to a rain. relative 3 0" <br /> compaction of 95%* <br /> __ __ _ under pavement and <br /> _ _ / 90% outside pavement. T—_` —'_ '" / Variable <br /> Variable1 --j <br /> Compact in 24" max. <br /> layers to a min. relative <br /> 01 compaction of 85%. OD+12" <br /> O.D./2 , . Compact in 6" layyers <br /> to o minimum relative <br /> �� \\ compaction of 90%. <br /> 10" Min. 0.D. 10" Min. 10" Min. D. 10" Min. <br /> 0.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 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, ROYSOed ay <br /> pp MPraved by <br /> TYPICAL TRENCH BACKFILL 1r1 <br /> °`9"" by <br /> JLD Direct of Public wprks <br /> Chookod COUNTY Or SAN JOAQUIN D, <br /> NONE DEPnMW or pUan WopjZ JUNE 1997 <br /> 07win9 No- R-29 <br /> TT/80 39dd H0310dIAN3 X3dd LLT01989T6 LE ET 0TOZ/0T/TT <br />