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See Note 1 Below <br /> Min�M i n � Existing— <br /> ,6teMin_\vement <br /> 3,�' a„ \� See Note 2 Below <br /> � \\ Compact in 12" max <br /> layers tD a min relative \ <br /> �\ --____-- � compac-_ion of 95;� <br /> -- __---- \� under- pavement and \ -------- \ Var <br /> 9D% outside pavemenL <br /> O - �—Compact in 24" max 1L <br /> OD 2 \� layers' to a rein relatiODve �\ �O \� <br /> \\ compaction of 85%. <br /> .� <br /> Co m p a cc in 6 ye <br /> lay <br /> to a min relative <br /> compaction of 90,%. <br /> 10" Min --OD - - —10" Min 10" Min - --OD - —10" Min <br /> OD <br /> OD <br /> ,- 20" Min <br /> " <br /> 20 <br /> . . � . Min <br /> .RIGID CONDUIT -LEXIDLE CONDUIT <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 gran-ular material as approved by the Director <br /> of Public Works. Backfill with materiels equal to or better than the existing <br /> pavement and base in quality. <br /> 3. Relative compaction of materials shad 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. ften shown by soil composition and compactability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of 'Public Works. <br /> T Special bedding and backfill requirements may be shown on' the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> TV <br /> WCAL TRENCH BAC KFILL <br /> ' ~' No. Revision Description Date <br /> T z <br /> COUNTY 01{ SAN 3-OAQUEV I <br /> DEPARTMENT OF PUBLIC WORKS <br /> for YOU <br /> Date: DEC 2014 Std: Dwg. No. �o � <br />