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OD/2 <br />f <br />10" Mmy <br />See Note 1 Below <br />Existing <br />Pavement <br />See Note 2 Below 4 <br />1 ,T--ayerso to a min relative V <br />RIGID CONDUIT <br />under pavement an <br />a90%nd outside pavemed ntt <br />Compact in 24" max j <br />Dyers to a min relative <br />compaction of 85% Jyv- <br />Compact in 6" layers J " <br />to a min relative <br />compaction of 90% <br />10" Min 10" Miny <br />OD <br />+ 20" Min <br />[�6" Min <br />(Typ) <br />3'+ 0" <br />Var <br />OD�12" <br />10" Min <br />NOTES: <br />1 New pavement shall be 1" thicker than existing pavement, minimum <br />of 025 Ft New base shall be 1" thicker than existing base, min of 050 Ft <br />2 Select native material or imported granular material as approved by the Director <br />of Public Works Backfill with materials equal to or better than the existing <br />pavement and base in quality <br />3 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 />4 Al existing pavement shall be neatly cut to line prior to trench excavation <br />5 Jetting or ponding will be permitted within the street right—of—way with <br />a 3 year bond, when approved by the Director of Public Works <br />6 When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works <br />7 Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions <br />• � I Appraxee by <br />-rrr�a <br />TYPICAL TRENCH BACKFILL �^� <br />1xo se.i.un oe.enwoe 0ea <br />COUNTY OF SAN JOAQUlN <br />D�AR'IxIDMI@IIIBIIC WO1tK9 <br />Wotidng for YOU I space DEC 201+1'Ed Dwg No R-29 <br />