Laserfiche WebLink
See Note 1 Below <br /> � Existing- <br /> 6n6" Min avemeni 6in <br /> (gyp) (gyp) <br /> - <br /> ::. . .;. <br /> X\ \� I See Note 2 Below <br /> 3 <br /> —0" <br /> Compact in 12" max �j \� 3970" <br /> '`\ \ layers to a min relative <br /> —_-----_—_—_ \i compaction of 95% ;\ -------- <br /> ' \\ —______ — `i under pavement and \ -------- \ Var- <br /> Var \\ —_-- --_ \� 90% outside pavement. \\ <br /> Compact in 24" max �_ r OD+12" . <br /> \ layers to a min relative <br /> OD/2 compaction of 85%. <br /> Compact <br /> in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min - -OD---i —10" Min 10" Min OD 10" Min. <br /> OD OD <br /> 20" Min 20 Min <br /> RIGID u"ONDUIT FLEXIBLE CONDUIT <br /> N®TES1- <br /> 1. New pavement shall be I" 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 /> -r - TYIPCAL TRENCHI BACKFILL <br /> 1VNo. Revision Description Date <br /> s ` j COUNTY OF SAAT J®A UEV <br /> DEPARTMENT OF PUBLIC WORKS <br /> WaAdng fer YOU <br /> Date: bEC.209c Std. Dwg. No. R®29 <br />