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See Note 1 Below <br /> Ex"isting <br /> G" Min-- G"-�I _ /Pavemen - � -6' �=G" Min <br /> (Typ)r <br /> See Note 2 Below' <br /> 3 —0 \\ Compact in 12" max \\ 3'-0" <br /> �T \ layers to a min relative <br /> _— \i compaction of 95% �\ --___—__ <br /> �\ -_--_ - \� under pavement and \ — — \ Var- <br /> Var 90% outside pavement. \ �\ <br /> Compact in 24" max- \\ <br /> \� layers• to a rain relative OD-12,_ <br /> OD/2 �\ \� compaction of 85%. <br /> Compact in 6" layers \ <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min —OD - -10" Min 10" Min OD --10" Min. <br /> OD OD <br /> RIGID QQNDUI! I=LEXIQLE CONQUIi <br /> NOTE&: <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. Back-fill with materials equal to or better than the existing <br /> pavement and base in quality. <br /> 5. f elative 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 excavatibn. <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 sho-wn on •the plans or <br /> specified in the special provisions. <br /> Q r Approved by: <br /> 411 TYIPCAL TRENCH BACKFILL <br /> _ No. Revision Description Date <br /> COU_7V1 Y OF SAN TOAQUT <br /> _ <br /> L-X DEPARTMENT OF PUBLIC WORKS <br /> Wff-dng fer, YOU I Date: bEC.2014 Std. Dwg. No. o � <br />