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._--,------_.__.•._-_......•.-.--_.•.-...~-,._---.....,._.__.~--_..--~-------~--- <br />.!'-•....• <br />.:S~~""Note 1 Below <br />10"10"Min <br />r-::Existingr-f Pavement <br />~.See Note ;2 Below <br />Compact in 12"maxlayersto,a min relative <br />compaction of 95% <br />under pavement and <br />90%outside pavement, <br />y <br />~:<~~,;; <br />'"Compact in 24"max <br />~layers to a min relativetcompactionof85%, <br />7"":;7-:;::::'/,,"."'''..Compact in 6",layerstoaminrelative <br />compaction of 90%. <br />OD <br />4-20"Min <br />OD+20"Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES: <br />1.New pavement sholl be 1"thicker than existing pavement,minimum <br />,of 0,25 'Ft.New bose shall be 1"thicker than existing bose,min of 0.50,Ft. <br />2,Select native materi(J1 or imported granular material as approved by the Director <br />6f Public Works,Backfill wi,th materials equal to or better than the existing <br />pavement and bas~in quality, <br />3,Relative compaction of 'materials shall be tested in accordance with <br />the State of'California,Dept.of Transportotion Testing Manuals,test <br />method No,California 216 or 231. <br />4.All existing pavement shall be neatly cut to line 'prior to trench .excovation, <br />5.Jetting or ponding will be'permitted within the street right-of-way with <br />a 3 year bond,when'approved by the Director of Public Works. <br />6,When shown by soil composition and compoctability,ninety percent (90%) <br />compaction may be used!when approved by the Director of Public Works. <br />7,Special be'dding'and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />Approved by: <br />No.Revision Oeseri tion Date