Laserfiche WebLink
Backfill with materials equal to or <br /> better than the existing pavement <br /> and base in quality. New pavement <br /> shall be 1 " thicker than existing <br /> pavement, minimum of 0.25 feet. <br /> New base shall be 1 thicker than <br /> existing base, minimum of 0.5 feet. <br /> Existing <br /> Pavement- <br /> -�,. <br /> » <br /> 6 Min. 6„ (� 6" Min. <br /> 6 <br /> (TYp ) (Typ ) <br /> Compact in 12 max. <br /> �, <br /> ' ' ^ <br /> 3 —0" \ layers to a min. relative \ <br /> \ compaction of 95'/,.* <br /> Linder pavement and —_--_--__ <br /> ---------- 90% outside pavement. \ __ Variable <br /> Variable Compact in 24"• max. i <br /> — — layers to a min. relative <br /> compaction of 85%. DO' OD+12 <br /> O.D./2 Compact in 6" Imters <br /> to a minimum relative <br /> compaction of 90:.. <br /> 10" Min. O.D. —10 Min. 10" Min. —O.D.— 10" Min. <br /> O.D. - O.D. <br /> + 20" Min. + 20" Mina <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. 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 /> 2. All existing pavement shall be neatly cut to line prior to trench excavation. <br /> 3. Jetting or ponding will be permitted within the street Right of Way with <br /> a 3 year bond. <br /> 4. When shown by soil composition and compactability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> 5. Special bedding requirements may be shown on the plans or- specified in <br /> special provisions. <br /> 6. Shoulders shall be as shown on the plans or specified in the special* <br /> provisions but in no case shall the shoulder be less than three feet wide <br /> as measured from the edge of pavement. <br /> No. Revised By Approved by <br /> ' Feb- 1996 P° TYPICAL TRENCH BACKFILL <br /> Direct of Public Works <br /> Ora;, by J LD <br /> cnx!<gd by COUNTY OF SAN JOAQUIN Date JUNE 1997 <br /> Seale NONE DEPARTMEW of PUMX:WORKS Drawing tio. R=29 <br />