Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1502501 thru PS-1503000_ - PS-1502617

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See Note 1 Below r—E>isting 6' Mir, Pavement " Min Oyp) (D 3 MID) 3'-0" V See Note 2 Below pact in 12" max _ 1� 31-0 layers to a min relative* ve ———————— compaction of 95% ———————— ——————-- under pavement and ———————— Var Var rnen..L90% outside pavement_.-... X Compact in 24" max \'N I layers to a min re[ativ e 1> OD +1 12" OD/2 compaction of 85%. Compact in 6" layers 10 a min relative Compaction of 90%. 10" Min OD 0" mill 10" Min —10" Min OD 20" Min OD + 20". Min BIGID CONDUIT, -FLEXIBLE CONQUIT —NOTES- 1. New pavement shall be 1" thicker than existing pav' ement, minimum. of 0.25 - Ft. New base shall be 1" thicker than existing base, min of 0.50FtL . 2. Select native material or imported gran-ular mate'rial as. approved by the Director of Public Works. Backfill with materials equal to or better than the existing L pavement and base in quality. 3. Relative compaction of material's shall Lie tested in accordance with the- State of California, Dept. of Transportation' Testing Manuals, ..test method No. California 216 or 231. 4. All existing pavi6ment shall be. neatly cut to line prior to trench excavatio- 5. Jetting or ponding will be permitted within the street right—of—way 'with n. a 3 year bond, when approved by the Director of Public Works. 6. When shown by soil composition and compact'abiiity, ninety percent (90%) compaction may be used, when approved by the Director Of 'Public Works. T Special bedding and backfill requirements may be shown on the plans or specified in the special provisions. Approved by: 1PICAL TRENCH RAC K FILL No. tion Revision Descd Date COUNTY OF SAN JOAQULV for. YOU DEPARTMENT OF PUBLIC WORKS Date: C72014 Std. Dwg. No.