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See ~Iote 1 Below <br />10"MinOD <br />OD <br />+20"Min <br />10"Min~ <br />See Note 2 Below <br />Compact in 12"maxlayerstoaminrelative <br />compaction of 95%under pavement and <br />90%outside pavement. <br />10"Min <br />.r-;E)(istingr--f Pavement <br />OD+20"Min <br />S:<~~~/C(,o )'<::;~>'---------~~---------~~=======~-~>'-=-------~C(--::<):%\)-Compact in 24"max <br />~~,0 ~layers to a min relative <br />~,;::;compaction of 85%, <br />,,/:::::'/:;/"':/>:\/.0,\:..::<-Compact in 6"layers <br />to a min relativecompactionof90%, <br />6"Min4 -t--(Typ)-, <br />T3'~O}J <br />V <br />fVari <br />OD/2 <br />10"Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />I~OTES( <br />1,New pavement sholl be 1"thicker than existing pavement,minimum <br />of 0,25 Ft.New base shall be 1"thicker than existing bose,min of 0,50 Ft. <br />2,Select native material or imported granular material as approved by the Director <br />of Public Works,Backfill with materials equal to or better than the existingpavementandboseinquality, <br />3,Relative compaction of materiols sholl be tested in occordance with <br />the State of California,Dept.of Transportation Testing Manuals,testmethodNo.California 216 or 231, <br />4,All existing pavement sholl be neatly cut to line prior to trench excavation, <br />5,Jetting or ponding will be'permitted within the street right-of-way witha3yearbond,when approved by the Oil'ector of Public Works, <br />6,When shown by soil composition and compactability,ninety percent (90%) <br />compaction moy be used,when approved by the Dire'ctor of Public Works, <br />7,Special bedding'and backfill requirements may be shown on the plans or <br />specified in the special provisions,