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See Note 1 Below <br /> Ekisting <br /> 69i Min 6„- _ rpavemen IL-6„ \ �6” Min <br /> ( yp)r - <br /> _ (lyp) <br /> 30-0"...:\� \� See Note 2 Below \* <br /> 0 \\ Compact in 12" max--!�\_ \\ 3'-0" <br /> layers to a min relative ; <br /> ------- \\ compaction of 95% \ -------- i <br /> ------- \� under pavement and \ -------- \ Var <br /> Var \\ _-- -_ �� 90% outside pavement- <br /> �OCompact in 24" mar. OD+12" <br /> \� layers* to a ruin 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 10" Min -OD--;i- --10" Min <br /> OD OD <br /> + 20" Min + 20 Min <br /> RIGID CONDUIT FLEXIBLE CCNQUI T <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 requirements may be shown on the plans or <br /> specified in the special provisions. <br /> �< <br /> - Approved by:wu TYIPCAL TRENCH BACKFILL <br /> No. Revision Desch tion Date <br /> DEPARTMENT OF PUBLIC WORKS <br /> worms � YOU Std. Dw _ <br /> Date: DEC 2014 g• No• <br />