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See Note 1 Below <br /> El';isting <br /> 6'i Min-- 6„-� rpavemen r1 -6” 6" Min <br /> ( Yp)., I ^ <br /> -,1:.;:- (EYP) <br /> 3'-0" \ \i See Note 2 Below <br /> Compact in 12" max <br /> �\ layers to a min relative <br /> \ <br /> �-- - ------_- \\ compaction of 95% --= <br /> under pavement and \ -------- \ Var <br /> Var \\ _- -_ �� 90% outside pavemen�s <br /> G � <br /> Compact in 24" max OD+12" <br /> \� layers* to a min relative <br /> OD/2 �\ \� compaction of 85%. <br /> Co m pa cit in 6" layers77 <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min ---OD - - -10" Min 10" Min --0D —10" Min <br /> OD <br /> ;- 20" Min - OD <br /> 20"• Min <br /> RIGID CONDUIT FLEXIBLE CONDUI I <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-v✓ay 'with <br /> a 3 year bond, when approved by the Director of Public Works. <br /> 6. When shown by soil composition and cortmpactability, 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 speoial provisions. <br /> Approved by: <br /> r' <br /> v i Tli IPCAL TRENCH NppN <br /> '-ti`i�/fJ t'y5+,•J 1'. No. Revision Description DatY"Ie <br /> C'®U1 TY OF SAN J®AQ LIII�T <br /> L.f DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC 201 Std. Dwg. No. Ro29 <br />