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·' -~7 Compact in 6" layers to a min relative compadiein of 90%. 1 o" Min "" • .:._OD ·· OD --1 o" Min 1 o" Min ·--OD OD ~10" Min + 20" Min + 20"-Min FLEXIBLE CONDUIT NOTES: 1. New pavement shall be 1" -chicker than e>dsting pavement, minimum. of ·o.25 · Ft. New base shall be 1" thicker th □r-1 existing b_ase, min of 0.50 Ft. 2. Select native material or imported gran.ulm" mate_ri0l as approved by the Director of Public Wo1·ks-. Backfill with materials equal to or better than the existing pavement and base _in quality. . 3. Relative compaction . of materials shall be tested in accordance with the-State of California, Dept. of Transpbrtation Testing Manuals, _.test metho.d No. California 216 or 231. 4. All existing pavement shall be-neatly cut to line pribr to trench excavation. · 5. Jet.ting or ponding will be permitted within the street right-of-way with a 3 year bond, when approved by the Director of Public Wo_rl,cs. 6. When shown by soil composition and compacfobility, ninety percent (90%) compaction may be used, when approved by the Director of ·Public Works. 7·. Special bedding and backfill requirements rriay be shown on· the plans or specified in the special provisions. Approved by: TTf!P-CAl JRENCH BACKf~llL No. Revision Descri tion Date I COUNTY OF SAN JOAQUIJV r---•,-1 -----1---1 DEPARTMENT OF PUBLIC WORKS Date: .DEC _2014 Std. Dwg. _No. IR_ ... 2£)