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See Note 1 Below <br /> Existing <br /> 6" Minrpavemen7, 66„ Min <br /> (Typ)i Ty P) <br /> 3,'� 0„.. '..,\\-,•.• _ -•::i�\:•;. :.See Note 2 Below ' .:\\ •-\� fl <br /> \\ Compact in 12" max—!`\ \\ 3', 0" <br /> <\ layers to a min relative _ <br /> _----- \i compaction of 95% � -------- �- <br /> 4 -—_---_--- under pavement and \ -------- \ Var <br /> Var —_ \� 90% outside pavement. \� <br /> i <br /> \�—Compact in 24" mar. OD+12" . <br /> \ layers to a min relative <br /> OD/2 \\ \\ compaction of 85`0. <br /> Compact in 6 layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD —10" Min 10" Min OD —10" Min <br /> OD OD <br /> + 20" Min + 20" Min <br /> RIGID G0-NQUIT FLEXIBLE CONDUIT <br /> NOTE'S. <br /> 1. New pavement shall be I " 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 granular material as approved by the Director- <br /> Of <br /> irectorof 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—sway 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 shaven on the plans or <br /> specified in the special provisions. <br /> _ Approved by: <br /> SPCAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> COLWTY OF 4� <br /> SAN TOAD LTIN <br /> ` DEPARTMENT OF PUBLIC WORKS <br /> ' d� fer YOU Date: DEC 207 Std. Dwg. No. Ro29 <br />