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G'--' M i r� �-- � 6 "- <br />(�yp) <br />3'^OF9 <br />__ <br />Var \� --- --� <br />,� \� - <br />OD/2 <br />10" M.in <br />+ 20" Min <br />Note 1 Belovv <br />E>;isting- <br />Pavement <br />See Note Z Be•lovv <br />Compact in 12" max --- <br />layers to a, min relative <br />compaction of 95% <br />under pavement vnd <br />90� outside pavement... <br />-Compact .ira 24" maY — <br />layers' to a ruin relative <br />"compa�tio.n of 85%. <br />Compact in 6" layers <br />to a min relative <br />compaction ofi 90%. <br />0" Min <br />10" Min <br />6„ <br />OD <br />' 20" <br />•Min <br />�.���I�� � ��N�UI�I <br />�--E" Min <br />(i YP) <br />3J� 0„ • <br />Var <br />ODS -12" <br />10" Min <br />N�?�CSa ' <br />1. Nevv pavement shall be 1" thicl.er than e>risting pavement, minimum. <br />of '0.25 • Ft. 'New base shall be 1 "� thicker than existing base, rnin of 0:50 Ft. <br />2. Select native material or imported grail.ular- material as approved by the Director <br />of Public Works: Backfill with materials equal to or bei er than the existing <br />pavement and base in quality. • <br />3, f:elative compaction of materials shall be tested iri accordance with • <br />the- State of Cdlifiornia, Dept, of Transportation Testing Manuals, ;test <br />method No. California 216 or 231. • <br />�-. All existing pavement shall be• neatly cut to line prior to trench excavation. • <br />5. Jetting or ponding will be permitted within the street right—of—vvay •with <br />a 3 year bond, when approved by the Director of Public Works. <br />6. Wlien shown by soil composition a•nd compactability, ninety percent (90�) <br />compaction may be used, when approved by the Director of 'Public Works. <br />7: Special bedding and backfill requiremen•is may be shown on •the plans or <br />. specified in the special provisions. _ <br />_ {t �%� <br />7 <br />� � � <br />� • •• <br />�. � • ' '•' <br />� � � � •` �. <br />��r� <br />