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See Note 1 Below <br /> 6" Min <br /> Existing— <br /> (T <br /> Pavement -6" \^ fc-6„ Min <br /> (�YP)� (IYP) <br /> 3'-0" \ \i See Note 2 Below \\ \\Compact <br /> in 12" max \\ <br /> \ �\ layers to a min relative <br /> ------ compaction of 95% ------� � Var\ ________ \� under pavement and \ -------- <br /> Var \\ _-- __ \� 90% outside pavement. \ <br /> DO Compact in 24" max OD+12" . <br /> \� layers to a rain relative <br /> OD/2 �\ \\ compaction of 85%. \� <br /> Compact in 6" layers \; ;�\,�\,�\ �\ <br /> to a min relative <br /> compaction of 90%. <br /> 10' Min OD —10" Min 1 IJ" Min --OD --10" Min <br /> OD <br /> 20" Min ' 20'D Min <br /> RIGID CONDUIT TLEKIBLE 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 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 requirernents may be shown on the plans or <br /> specified in the special provisions. <br /> 0/, . <br /> Approved by: <br /> 61 IFCAL TRENCH BACKFILL <br /> x No. Revision Descri tion Date <br /> C'O LWTY OF SACT IOA UIN <br /> DEPARTMENT OF PUBLIC WORKS I <br /> �G�F� for YOU <br /> Date: DEC 2014 Std. Dwg. No. ©�� <br />