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—See Note I Below <br />--- <br />Exi . sting <br />6" Min 6 Pavement 6 6 <br />Typ) <br />Min <br />(Typ) <br />3 -0 See Note 2 Below <br />loll Compact in 12" max <br />layers to a min relative <br />- - - - - - - compaction o 95% <br />Va <br />Linder pavernef rif and r <br />Var 90% outside pavement. X <br />L Compact in - 24" 'max OD -I-12" <br />'layers to (i min relative <br />OD/2 compaction of 85%, <br />Com pact in 6" layers <br />to a min relative <br />compaction of 90%. <br />'10" Min— OD -1— --a-I 0" Min 10" Min OD —10" Min <br />OD OD <br />1- 20"" Min Min + 20" Min <br />.RIGID CONDUIT 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 V' 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 />G. When shown by soil composition and rompockibility, 111110ty pewcent (90%) <br />111(1/ Isf! ll:wfl, !vlwlo hy 111, Nlo!1:1111 ill 1,11111it <br />pociol Im(Hil)(I (Illd 11(l(dflill 111(1Y k: !d1twill (m Illf! plolls ()I <br />pecified in the special provisions, <br />Wavymg for YOU <br />TYNCAL TENCH RACKFU I <br />No. Revision Description Date <br />COUNTY OF SAIV f0AQMVN <br />— <br />DEPARTMENT UH PUBLIC WoVI<S <br />Date: DEC 2019 Std. Dtiyg. No. <br />