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/—See Note 1 Below <br /> --- <br /> 6" Min <br /> —�{ Existing _\ <br /> (Iyp) I —� Pavemen t 6„ �^ „ <br /> 6_ Min <br /> In7yp) <br /> P-� ,, \� See Note 2 Below <br /> 30 \\ Compact in 12" max _ \ 3'-0" <br /> layers to a min relative <br /> \\ \� compaction of 93% --= <br /> under pavement and \ -------- \ Var <br /> Var \\ _-- —_ �� 90% outside pavement.. ' <br /> Compact in 24" max OD X12" <br /> \� layers' to a min relative <br /> OD/2 �\ \\ compaction of 85%. <br /> Com act in 6" layers <br /> p Ye <br /> o a min relative <br /> compaction of 90%. <br /> 10" Min --10" Min 10" Min —OD 10" Min <br /> OD OD <br /> + 20" Min <br /> + 20 Min <br /> RIGID CONDUIT ELEXIQLE CONDUIT <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum <br /> Of C-25 - Ft. 'New base shall be 1" thicker than existing base, min of 0.50 Ft. <br /> 2. Select native material or imported gran-alar 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 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 /> r, <br /> Q _ Approved by: <br /> IPCAL TRENCH RACKFQLL <br /> t <br /> Ii.4 <br /> jNo. Revision Description Date <br /> COUNTY OF SAN JOAQ U-VV I <br /> Warldng for, YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: bEC.2014 S.W. Dwg. No. Ro29 <br />