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I <br /> Bockfill with materials equal to or <br /> better then the existing pavement <br /> and base in quality. New pavement <br /> shall be " thicker than existing <br /> pavement, minimum of 0.25 feet. <br /> N <br /> existing base, minimum of 0.5 feet. <br /> ew base shall be 1"- thicker than <br /> Existing <br /> Pavement <br /> 1 6":Min. 6" 6" I'- 6T Min_ <br /> (Typ.) ( YP ) <br /> Compact in 12" max. <br /> 3'-0" = layers to a min. reletive <br /> compaction of 95%* <br /> under pavement and ---------- ./ Variable <br /> _-__--___- j 90% outside pavement. - -------_ / <br /> Variable - ---- �'ompact in 24" max_ = i <br /> - i layers to a min. relative OD+12" <br /> - compaction of 85%. 00' <br /> G.D./2 Compact..-in .6." -layers <br /> to a minimum .relative <br /> compaction of .90%. // <br /> 10" Min. G.D.- 10" Min. 10" Min. O.D. 10" Min. <br /> 0.D. O.D_ <br /> + 20" Min. + 20" Min. <br /> RIGID CONDUIT FI-EXI.B:LE 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 /> Approved by <br /> No. Revised By <br /> —1 Feb. 1996 PD TYPICAL TRENCH BACKFILL ' <br /> F_ Directof of PuViic Works <br /> Dm" by J LD <br /> Ch..kW b,. C ouNTY OF SAN JOAOUIN Date JUNE 1997 <br />