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See Note I Below <br /> E'disting <br /> Pavement <br /> 6" Min . 6' 6 " <br /> (Typ) 6Min <br /> , <br /> (lyp) <br /> Note 2 Below <br /> 3D OF9 See <br /> Corhpaci in 12" max 3'-0'p <br /> layers to a min relative <br /> ———————— compaction of 95% ————————- <br /> under pavement -------- R Var-K <br /> -------- - and <br /> Var 90% outside pavement_. <br /> 00 X X Compact in 24" max OD+12" <br /> layers* to a min rela'Live <br /> OD/2 X <br /> compaction of 85%. <br /> Compact in 6" layers <br /> to a mTri relative <br /> compaction of 90%. <br /> 10" Min =- D —10" Mill loll Min --10" Min <br /> Q <br /> OD <br /> + 20 Min ­_=_+ 20",- Min <br /> RIGID u"ONDUIT -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 b"ase, min of 0.50 Ft. <br /> 2. Select native material or imported gran-ular mate*rial 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 pavdment 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 compact ability, 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 /> Approved by: <br /> TVIFCAL TREMCH BACKFILL <br /> No. Revision Description Date <br /> ti <br /> L <br /> WEE <br /> COUNTY OF SAJV JOAQU)N <br /> DEPARTMENT OF PUBLIC WORKS <br /> vvarmng for YOU Date: "DEC 201 Std. Dwg. No. <br />