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e Note 1 Below <br />Existing <br />6" Min— 6" Pavement 6" 6" Min <br />TYp) (TYp) <br />See Note 2 Below. <br />3' 0' VA Compact in 12" max V <br />3'-0" <br />V layers to a min relative\ <br />i compaction of 95% — \ VarVAVASunderpavementandV -------- V <br />Var VA — _ AAi 90% outside pavement. <br />VAi <br />Compact in 24" max <br />A <br />p V\i OD+12" <br />layers to a min relative \\ \\X <br />OD/2 \ _ \ compaction of 85%. \\ <br />Compact in 6" layers <br />to a min relative <br />compaction of 90%. <br />10" Min ---OD 10" Min 10$' Min OD 10" Min <br />OD OD <br />20" Min + 20" Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES: <br />1. New pavement shall be 1" thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be 1" thicker than existing base, min of 0.50 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. All 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 />waking for YOU <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Dgte: DEC 2014 Dwg. No. R-29