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See Note 1 Below <br /> E> 'Ing _\ <br /> 69' Min 6"—� rpavemen --� f , 6" <br /> (TYp)i I �6'i Min <br /> _ - ( Yp) <br /> ,A „ �\ \� See Note 2 Below \\ \\ <br /> 3 -0 \, _ t�—Compact in 12" max - �\ 3'-0" <br /> layers to a min relative <br /> _----- i compaction of 957 ------ Var <br /> �\ \� under pavement and \ ——————— \ <br /> Var �\ _---_ _ �� 90% outside pavement. <br /> p0 Compact in' 24" mar, _ OD-1 " <br /> \� layers to a min relative �\ O \� 12 <br /> OD/2 �\ \\ compaction of 85%. \� <br /> Compact in 6" layers <br /> to a mm relative <br /> compaction of 90%. <br /> 10" Min—m --OD . -:z—10 Min 10" Min —0D —10" Min <br /> OD <br /> + 20" Min 20'D Min <br /> RIGID CONQUIT FLEYIBL CDNDUI1 <br /> NOTES: <br /> 1. Nevv pavement 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 o; imported gran-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 -iii 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 the 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 /> €� Approved by: <br /> -CAL `TENCH BACK I <br /> No. Revision Descri tion Dote <br /> z COU1 TY OF SAN JOAQ UEVWarldng for YOU I I <br /> DEPART?vMNT OF PUBLIC WORKS I <br /> Dote: DCC,2D1� S.W. Dwg. No. R-29 <br />