Laserfiche WebLink
See Note 1 Below <br /> Existing <br /> 6" Min 6" Pavement 6" �6' Min <br /> (TYP) (TYP) <br /> See Note 2 Below \ <br /> 3'-0" Compact in 12" max 3-0" <br /> layers to a min relative <br /> compaction of 95% -------- Var <br /> \ —_---_--= under pavement and \ -------- <br /> Vor = _ _ 90% outside pavement. <br /> V '�-Ail 0 — Compact in 24" max 00 OD+12" <br /> layers to a min relative <br /> OD/2 \ compaction of BSR. <br /> Q 'a z t3i o min <br /> in 6" layers t a mm \n\ <br /> to a Q relative compaction of 90%. <br /> •• 9•F 10' Min 10" Min 10" Min 7 10" Min <br /> t O e D <br /> OD <br /> T& � + 20 Min + 20 Min <br /> y RIGID CONDUIT FLEXIBLE CONDUIT <br /> s o NOTES <br /> O �egy¢ 1. New 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 or imported granular material as approved by the Director <br /> U _ of Public Works. Backfill with materials equal to or better than the existing <br /> Q ... 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 /> \ny 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 compoctobility, 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 /> e MPrwea ey: <br /> n TYPICAL TRENCH BACKFILL gu- <br /> ^I uu RwiWn oexn eon Data <br /> H COUNTY OF SAN JOAQUIN <br /> oseaennwr or vueuc woxxs <br /> a'ai*ins for You Pee: Dec 2014 std. 0wq. No. R-29 <br />