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 /> Qpavement, 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 /> 6" Min. -•� 6" f-�- --� 6" 6" Min. <br /> (TyP•) MID.) <br /> . . '.r. .� <br /> Compact in 12" max. 3' 0" <br /> 3'-0" layers to a min. relative <br /> \ compaction of 959.* <br /> under pavement and __________ <br /> -----""--- / 90X outside pavement. Variable <br /> Variable =-- _--= Compact in 24" Max. <br /> — — layers to a min. relative „ <br /> compaction of 859.. OD+12 <br /> 0.D/2 Compact in 6" laers ` <br /> to a, minimum re�ative <br /> compaction of 90X. / <br /> 10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min. <br /> O.D. O.D. <br /> + 20" Min. + 20" Min. <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES.- <br /> 1- <br /> OTES: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 (90X) <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. R"aad By 1 Approved by <br /> Feb. 1996 POTYPICAL TRENCH BACKFILL m' <br /> of POW <br /> by JI_D <br /> cMaya by COUNTY OF SAN JOAQUIN Doc. JUNE 1991• ' <br /> $Oak NONE WARnOff or PUKC waacs m-ring No. R-29 <br />