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See Note 1 Below <br /> EYisting --\- <br /> 6" Min 6" �� r)avement -�{ � -6" Min <br /> (Iyp)� I I I - <br /> (IYP) <br /> ,� ,,"�� \� See Note 2 Belo <br /> 30wl \ � <br /> \\ r Compact in 12" max - \\ 3'-0" <br /> \ �\ layers to a min relative <br /> �\ ----_- \ compaction of 95% ------ r <br /> - ----- - \r under pavement and \ - - \ Var <br /> Var \\ _-- -_ \� 90% outside pavemen-L <br /> p0 Compact in 24" max ODS 12" . <br /> \r layers to a ruin relative \\ 0 \\ <br /> OD/2 compaction of 85%. <br /> Compact in 6" layers <br /> to a min relative: <br /> compaction of 90%. <br /> 10" Min - OD --:9-10" Min 10" Min -ODS 10" Min <br /> OD <br /> + 20" Min OD <br /> 20 Min <br /> RIGID CONDUIT FLEXIBLE CONQUI 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 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 spec-iol provisions. <br /> � Approved by: <br /> No. Revision Descri tion Date <br /> �£► ` COUNTY OF SAN JOAN ULV <br /> Warlcimg for. YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: bEC 201 Std. Dwg. No. PI-29 <br />