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1 <br />' Backfill with materiols equal to or <br /> better than the existing pavement <br /> and base in quality Now pavement <br />' shall be 1 " thicker than existing <br /> pavement, minimum of 025 feet <br /> New base shall be 1 " thicker than <br /> existing base, minimum of 0 5 feet <br />' Existing <br /> Pavement <br /> 6n Min ---i 621 I..� g" 6" Min <br /> Compact in 12" max. V-011 <br /> 3' Q" layers to a min relative <br />' \ compCotion of 957" <br /> __ _ under pavement and ---------- / Variable <br /> — � 907. outside pavement � — --_-- <br />' VariableCompact in 24" max. <br /> — — i layers to a min relative Op.} 12� <br /> b�. compaet►en of 85% <br /> IO.D /2 Compact in 6" la ers <br /> to a minimum re at:ve <br /> compaction of 90% <br />' 10" Min O.D 10" Min 10" Min. 0 D. 10' Min. <br /> O.D 0 D. <br /> 1• + 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 215 or 231. <br /> 2 All existing pavement shall be neatly cut to line prior to trench excavation <br /> 3. .letting or ponding will be permuted 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 />' Ipprovod by <br /> Ko Revised 6y <br /> °b 1996 pa TYPICAL TRENCH BACKFILL ?72 <br />' 1)"Ct of puttee works <br /> JLD <br /> ce.ak.d ra COUNTY OF SAN JOAQUIN Data JUNE 1997 <br /> scd. NONE DERAM NT of PUBO VOW Driving No R-29 <br />