Laserfiche WebLink
Sege Note 1 Below <br /> Eisting- <br /> 691 Min 6" d Pavement Min <br /> (I yp)c r <br /> - :- (gyp) <br /> ,� ,, \� See Note 2 Below <br /> 3 _O \\ ! Compact in 12" max _ \\ 3'-0" <br /> layers `_o a min relative ;\ <br /> �\ _______ compaction of 95% <br /> — --- \� under pavement cord \ -------- \ Vor <br /> Var \\ _-- —_ �� 90% OLftSlde pavemena`L <br /> OO Compact in 24" mar, 0D+12" . <br /> \� layers to a min relative \� <br /> OD/2 compaction of 85%. \� <br /> Compact in 6" layers <br /> to a n1n relative <br /> compaction of 90%. <br /> 10" Min---, D —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 gran-ular 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 anc' 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 /> r. <br /> � Approved by: <br /> IFICAL THENCH BACKFILL <br /> r , <br /> No. Revision Descrition Date <br /> �`®U1VTY I <br /> L.f— DEPARTMENT OF PUBLIC WORKS <br /> Wmaing fer YOU R o 2 9 <br /> Date: DEC 201� Std. Dwg. No. <br />