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See Note 1 Below <br /> Existing <br /> 6" Minim 6'>-�I �— Cpavemen7, { [-­1­6" �- 6" Min <br /> (Ts'p) (Gyp) <br /> A ° _ <br /> '�.f9...,\\ "See Note 2 BelowJ .\\ » <br /> 3 —0 �\ � Compact in 12" max \\ 3 0 <br /> <\ layers to a min relative <br /> -------- \i compaction of 9.5% -------- — <br /> \\ _ ______ \� under pavement and \ -------- °r <br /> V it �\ ___--__ X 90% outside pavement. \\ <br /> _ <br /> I_ <br /> \ Cornpact in 24" max OD 12" . <br /> \� <br /> layers to a min relative \\ O <br /> OD/2 �\\ compaction of 55%. \� <br /> Compact in 6" layers <br /> 7 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 /> N 0 T E'S: <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 FL <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 /> 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 /> IPCAL FRENCH BACKFILL <br /> Lvi�T-L <br /> No. Revision Description Date <br /> COLWTY OF SAN IOAQU.LZV <br /> DEPARTMENT OF PUBLIC WORKS <br /> +aye for YOU Dat . <br /> ( e: DEC 201 Std. Dwg. No. Rm29 <br />