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See Note 1 BeIDVV <br /> E-fisting <br /> 6" Mirr �— 6„— �Pavemen — 6” — ��6" Min <br /> (Typ). (lyp, <br /> „r �\ \� See Note 2 Below \\ <br /> 3 —0 \\ —_\N,"—Compact in 12" max \ - \ 3'-0" <br /> layers to a min relative �! <br /> _--__— compaction of 95% -------- <br /> �\ -_—_—_—_—__- \� under pavement and \ -------- \ Var <br /> Var \\ _-- —_ �� 90% out pavemeni �� \\ <br /> 00 — Compact in 24" max OD-12" <br /> r \r layers to a min rel-ative \\ O \\ <br /> OD/2 ��� \\ compaction of 85%. \� <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min --OD -:z-1 0" Min 10" Min --0D —10" Min <br /> OD OD <br /> + 20" Min 20" Min <br /> RIGID CONDUIT FLEXIBLE CONDIJI i <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 i=mported 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 /> metho-d 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 requiremen=ts may be shown on' the plans or <br /> specified in the special provisions. <br /> R - Approved by: <br /> ( TVIFICU TRENCH BACKFU <br /> a� .,i;•_• 'moi <br /> No. Revision Description Date <br /> z _ <br /> COUNTY OF SAN TOAQ UEV <br /> DEPARTMENT OF PUBLIC WORKS l <br /> � 15&---a!g YOU Date: bEC.2014 Std. Dwg. No. R-29 <br />