Laserfiche WebLink
See Note 1 Below <br /> Existing <br /> 6" Min— � 6'°-� �— �Pavemen� Min <br /> See Note 2 Below..".:',,-:`\ <br /> 3 —0' \ <br /> — —Compact in 12" max \ \ 3'—0 <br /> ---_---- \\ layers to a min relative �\ ----- \r <br /> �\ --- compaction of 959 --- �---- <br /> I ---_—_--_ \� under pavement and \ -------- \ Var <br /> Var \\ --- —_ \ 909 outside <br /> _ \ pavement. <br /> DO Compact in 24" max OD 12" <br /> \� layers to a min relative <br /> OD/2 compaction of 859. <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 909. <br /> 10" Min OD —10" Min 10" Min OD <br /> 10" Min. <br /> OD OD <br /> + 20" Min <br /> 20 Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES <br /> I. New pavement shall be I " thicker than existing pavement, minimum. <br /> of 0.25 Ft. New base shall be 17' thicker than existing base, min of 0.50 Ft, <br /> 2. Select native material or imported granular 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 /> 5. 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 the Director of Public Works. <br /> 6. When shown by soil composition and compactability, ninety percent (909) <br /> compaction may be used, when approved by the Director of Pubic 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 /> ,YI® A p TRENCH BACKFILL <br /> J <br /> No. Revision Descri tion Date <br /> COLW- TY OF SAN <br /> DEPARTMENT OF I BLIC WORKSWORKS1 Q v�� I <br /> add. for YOU <br /> Date: bEC 209 Std. Dwg. No. R®29 <br />