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See Note 1 Below <br /> Existing <br /> 6" Minim - 6" Pavemen { 6" �--6" Min <br /> P) C I YP) <br /> 31�+ O„ �\ \� See Note 2 Below <br /> �\ Compact in 12" max \\ \\ 3' C" <br /> layers to a min relative <br /> ------ \i compaction of 95% ;\\ -------- i <br /> \\ \� under pavement and \ -------- \ Var <br /> Var \\ - - -- \\ 90% outside pavement. <br /> Compact in 24" max OD'12" . <br /> \� layers to a min relative \\ O \X <br /> OD/2 �\ \\ compaction of 85%. <br /> �-Co m p a ct 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 CO-NDUIT FLEXIBLE CONDUIT <br /> N07IS: <br /> 1 . New pavement shall be I " thicker than exisi_ing 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 -naterial 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 /> Approved by: <br /> �S��, <br /> 6PCAL TRENCH BACKFILL4�z,14 <br /> No. Revision Descrition Date <br /> COUNTY OF SAN .TOAQUIT <br /> arl ` f YOU DEPARTMENT OF PUBLIC WORKS I <br /> Date: DEC 2014 Std. Dwg. No. ®�� <br />