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------------- <br /> See Note 1 Below <br /> E>:isting- <br /> 6" Min 6" mI rpavement -6" —G" Min <br /> (EYP) YO) <br /> See <br /> \\ \� See Note 2 Below \� B <br /> 3 -0' \ -Compact in '2" max \\ 3 -0 <br /> <\ layers to a min relative '\ <br /> _----- \i compaction of 95% -------- i <br /> \\ ------ - \i under pavement and -------- \ Var <br /> Var \\ _-- -_ 90% outside pavement. \\ <br /> l \ _ <br /> Compact in 24" max �\ p \i OD 12" . <br /> la ers to a min relative \\ \\ <br /> OD/2 compaction of 85%. \ <br /> Compact in 6" buyers <br /> to a min relatiVE: <br /> compaction of 90%. <br /> 10" Min -�-OD - -10" Min 10" Min —OD--j -10" Min. <br /> OD OD _ <br /> + 20" Min 20 Min <br /> RIGID CC-iNDUI T F=LEXIBLE CONDUIT <br /> NOTES: <br /> 1. New pavement shall be 1 " Thicker than exlst`'ng 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 granular 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 /> S. 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 /> T. Special bedding and backfill requirements may be shown on the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> i IPCAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> �'- <br /> _ CO LW Y OF SA-Ar TOA <br /> _ DEPARTMENT OF PUBLIC WORKS <br /> We for YOU I Date: DEC.201 4 Std. Dwg. ND. �o�� <br />