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Note 1 Below <br />- y <br />G°' Nlir 6" d Pavement �— <br />(lyp)t rim I ri 6:, 6„ Min <br />\` \ See Note 2 Below <br />Compact in 12" max <br />layers to a. min relative W <br />compaction of 95% �\ ------ \i <br />— — \ under pavement and \ -- \\ Var <br />VI r \\ �f 90% outside pavement- <br />Compact <br />avemen -Gompac't in 24" may <br />i\ \ layers toLa ruin relative �\ o� : ' \� OD+12" . <br />OD/2 �\ \\ compaction of 85%. {I <br />\i Y <br />Compact in 6" foyers <br />to ❑ min relative <br />compaction of 90%. <br />10" Min --OD --10" Min 0" Min OD —l0" Min <br />+ 20" Min — �{ <br />20 Min <br />RIGA) CONDUIT FLEXIBLE CONDUIT <br />NOTES: <br />I. New povement shall be 1" thicker than existing pavement, minimum. <br />of 0.25 Ft. 'New base shall be 1',. thicker than existing base, Min of 0:50 Ft. <br />2. Select native material or imported gronular 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 gdality. <br />3. Relative compaction of rnaterials shall be tested in accordance with <br />the- State of California, Dept. of Tronspartation Testing Manuals, ,test <br />mathad No. California 216 or 231. <br />4. All existing pavement shall be neatly cut to line pritir to trench excavation. <br />5. Jetting or ponding will be permitted within the street right—of—v✓ay with <br />a 3 year bond, when approved by the Director of Public Works. <br />6. When shown by soil composition and cornpactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7. Special bedding and backfill requirements may be shown on the plans or <br />specified in thespecial provisions. <br />%T'jCgR:iqg fee o8 9 <br />.. TV8PCAL TRENCH RACKFILL <br />COUNTY OF SAN IOAQUIN <br />I DEPARTMENT OF PUBLIC WDRKS <br />Dale: <br />Dwg. No. -29 <br />