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See Note 1 Below <br /> 6" Min Existing <br /> 6" avernent <br /> (Typ)t _ I �`6" Min ; <br /> � \ •, E-'i= .},r.';� it's:;:': <br /> 3 O ; See Note 2- Below \ \\ <br /> \ Compact in 12" max ' <br /> \� layers to, a. min relative \� 3 —0 <br /> compaction of 95� __ <br /> __" ` <br /> —_— - \� under pavement and \_ -------- \ Var <br /> Var \\ _ \\ 907. outside pavement.. , <br /> Compact .in 24" max <br /> \'layers to a min resOD+1 <br /> tive \ O 2 <br /> OD/2 \\� \X 'ccmpactio.n of 85%. <br /> mpact in 6 layErs <br /> to a min relative <br /> compaction of 90,, <br /> 10" Min D 10" Min 10" Min OD <br /> 10" Min <br /> OD OD <br /> + 20" Min + 20 Min <br /> .RIGID CONDUIT <br /> FLEXIBLE C.ONDUi-�' <br /> NDTES <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 graiiular 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 Jr). accordance with <br /> the- State of Cdlifornia, Dept. of Transpbrtation 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. W!•ien shown by soli composition and compactability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of 'Public Works. <br /> 7-. Special bedding a-nd backfill requirements may be shown on'the plans or <br /> specified in the.special provisions. <br /> Approved by; <br /> _. � WAL TRENCH;BACKFILLNo Revision Descrition Date <br /> CO�TNTY Off' SAWADBPARTM&Nr of rusLs <br /> Wcdftg f0v <br /> Date: bEc.2014 Std. Dw <br /> g• No. �„ � <br />