Laserfiche WebLink
6" Minim <br />(Typ) <br />OD/2 <br />10' M;n <br />+ 2i]" Min <br />Fiche 1 Be�ow <br />-Lxi4tinq- <br />Pavement <br />See Noe 2 FMiow <br />Compact ;n 12" mox— <br />layefs to a min r ative <br />compaction of 95K <br />under pavement and <br />90% outside pavement. <br />- Compact in 24' max - <br />layers to a min relative <br />cornpaci6on of 55X. <br />-Compact in 6' wyners <br />to a min relative <br />corrupoetion of 90%_ <br />10" Won ^-a-1 1�01) <br />+ 20" Mir, <br />(Typ) <br />f-dom <br />GD+ 12" <br />10" Min <br />NOTES <br />1. Now pavernent shall be 1 thicker than existing pavement, minimum <br />of 0.25 Ft. Now base shall be 1 " thicker than existing base m;,n of 0.50 Ft. <br />2. Select native material or imparted granular material as approv" by the Director <br />of Public Works. Bockfill with rnatericks equal to or better than the existing <br />pavement ono ba3v in quality. <br />3. Relative compaction of mate4ols shall be tested ir► accordance with <br />the State of Colifornia, Dept, of Transportation Testing manuals, test <br />rFwthod No. California 216 ar 231. <br />4. Al existing pavement sholl bo neatly cut to lire prior to trench evcovaf;an, <br />5_ Jetting or ponding will be, permitted within the street right -a( --way with <br />a 3 year bond, when opproved by the Director of Public Works. <br />45. When, shown by sail composition and compvctability, ninety percent (M) <br />compaction may be used, when approved by the Director of Public Works, <br />7. Special beddir►g and backfill requirennents may be shown on the plarns or <br />specified in the special provisions. <br />e <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF -VAN JOAQ1171? <br />uenAnYMEN I %& E*.,WX %I'W %l <br />�iiarla ! YOU awe: DEC <br />