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See Note 1 Below <br /> „ Existing- <br /> 6 Min -- Pavement I 6y <br /> (IYp)r 6 � � I � � ��6"_ Min <br /> (lYP) <br /> 3Of, \� See Note 2 Below \\ \ <br /> \\ Compact in 12" max \ _ \ 3'-0" <br /> layers to a- min relative <br /> �\ -__--_ compaction of 95% _ <br /> -_---__- \� under pavement and \ -------- \ Var <br /> _ \\ 90% outside pavement. <br /> •� �O Compact in 24may, <br /> 27s <br /> \� <br /> layers' to a min relative <br /> 1 <br /> OD/2 �\ \\ compaction of 85%. <br /> Compact in 6 layers <br /> to a nein relative <br /> compaction of 90%. <br /> 10" Min < D ' <br /> --10' Min 10" Min -EEH0" Min <br /> OD OD <br /> + 20" Min <br /> 20 Pp. Min <br /> RIGID CONDUIT. FLEXIBLE CONQUI I <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - R. 'New base shall be 1" thicker than existing base, min of 0.50 Ft. <br /> 2. Select native material or imported cyan-ular 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 quality. <br /> 3. 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 /> 4. 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-way with <br /> a 3 year bond, when approved by tie Director of Public Works. <br /> 6. When shown by soil composition and compact ability, 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 the special provisions. <br /> r' 0 ,' t_ T\(�( Approved by: <br /> �G�ENCH BAC KI FILL <br /> ~' too. Revision Descri tion Date <br /> � ► ' COUNTY OF SAN JOAQUIN I <br /> DEPARTMENTT OF PUBLIC`VORKS <br /> We-rung for YOU <br /> DCc Std. Dwg. No. R-29 <br />