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OCT.18.2005 9:50AM APEX ENVIROTECH,INC. NO.819 P.9 <br /> i <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 /> 6„ Pavement <br /> 6" Min. <br /> (Typ•) tTYPi) <br /> K� .•:tl��.d I •\� <br /> 3i_O" Compact in 12" max. <br /> layers to a min, relative 34 0" <br /> compaction of 95x'" / <br /> under pavement and <br /> 90% outside pavement. `— / Variable <br /> Variable --_— --- Compact in 24" max. <br /> _ — layers to a min, relative r <br /> p� compoction of 85%, OD+12" <br /> O.D./2 <br /> Compact •in 6" la ers <br /> \ compaction uof 90%eve <br /> 10" Min. O.D. 10" Min. 10" Min. O.p. 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 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 compactobility, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> b. 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 shad the shoulder be less than three feet wide <br /> as measured from the edge of pavement. <br /> No. R"sed 6y APWO"d by <br /> e;„4•;.=:: 1 Feb. 199s PD \ <br /> TYPICAL TRENCH BACKFILL rn, <br /> Wwftwf of P Le war” <br /> �*^ byJLD <br /> Chniaq by <br /> COUNTY OF SAN JOAQUIN Doti UNE 19$7 <br /> so* <br /> NO DMARrMW eP PUKV MUM � '_�N- R-29 <br />