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See Note 1 Below <br /> Existing <br /> 6" Minim 6" Pavemen6' — -6" Min <br /> � ....:\\ 5\\j See <br /> c•See Note 2 E3elow•..�'.: ::..._:\\ •.\i•.. '� " <br /> 3P-0" <br /> �\ Compact in 12" max— <br /> x", <br /> \\ 3 —0 <br /> <\ \� layers to a min relative <br /> Q -__--_ i compaction of 55 ------ �— <br /> \\ - - \� under pavement and \ — — \ Var <br /> Var \\ _-- — \� 90% outside pavement. \\ <br /> 00 — Compact in 24" max p \i OD-L 12" . <br /> \ layers to a min -elative \\ <br /> OD/22 \\ compaction of 85%. \ <br /> 4 Compact in 6" ayers \ <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min --OD —10" Min 10" Min OD 10" Min <br /> OD OD <br /> 20" Min 20 Min <br /> RIGID CO-NDUIT FLEXIBLE CONDUIT <br /> NDTEJ, <br /> 1. New pavement shall be I " 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 /> 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 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 /> r, <br /> .,I I-WV? <br /> «CAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> - _ - I^•;'j c� -; CO NY. OF S'AN JT®A Q U.V <br /> DEPARTMENT OF PUB,,IC IVORKS <br /> r ad' for YOU"� Date: DEC 2014 Std. Dwg. No. R®29 <br />