Laserfiche WebLink
See Note 1 Below <br /> Existing- <br /> 6 Min 6' Pavementg" 6„ Min <br /> (Iyp)r <br /> - - _ (IyP) <br /> ,� ,, \� ' See Note 2 Below \\ \ <br /> 3 —0 \\ Compact in 12" max _ \\ 3'-0" <br /> \\ layers to a min relative '\ ; <br /> _--_---- compaction of 9,13% ------ <br /> �\ \� under pavement and \ -------- \ Var <br /> Var \\ _-- —_ �� 90% outside pavemen=t. <br /> �O — —Compaca in 24" mqx OD+12" <br /> \� layers' to a min retative �\ \\ <br /> OD/2 �\ \� compaction of 85%. <br /> Compact in 6 layers <br /> to a rain relative <br /> compaction of 90%. <br /> 10" Min OD —10" Min 10" Min —OD 10" Min <br /> OD OD <br /> + 20 Min <br /> = 20"- Min <br /> RIGID C Ol>QUIT FLEXIBLE CONDUIT <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 materfals equal to or better than the existing <br /> pavement and base in quality. <br /> 3. relative compaction of materials shell 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 compactability, 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 /> r" <br /> � - - Approved by: <br /> TVIPICAL TRENCH BACKFILL <br /> No. Revision Desco tion Date <br /> JOA Q <br /> COUNTY Gq SAN <br /> s L. � <br /> 0—mr YOU <br /> L.Y DEPARTMTNT of PUBLIC WORKS <br /> Date: bEC 2014 Std. Dwg. No. R-29 <br />