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See Note 1 Below--� <br /> Existing \ <br /> G" Min— 6" _ rpC,Vernen1 6>, <br /> (�Yp)r I —G Min <br /> 3,_0" \i See Note 2 Below \\ \\ <br /> —Compact in 12" max \ - 3'_0'° <br /> \\ layers to a min relative \ <br /> compaction of 95% _ <br /> I ----_---- \� under pavement and \ -------- \ Var <br /> Var \\ _-- —_ �\ 90% outside pavement_. <br /> 00 Compact in 24" mar. O \i OD 12" <br /> \� layers to=a rain rel-alive �\ O \� 2 <br /> OD/2 �\ \� compaction of 85%. <br /> Compact in 6" layers <br /> L a min relative Y <br /> Compaction Of 90%. <br /> 10" Min --0p ---10" Min 10" Min <br /> ~—OD —10" Min <br /> OD OD <br /> + 20" Min <br /> 20 Min <br /> RIGID CONDUIT, FLEXIBLE Q0I' QUI T <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - Ft. New . base shall be I" 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 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 pavdment 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 (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 /> r'. Approved by: <br /> er <br /> NP <br /> s <br /> ' r No. Revision Description Date <br /> COUNTY OF ,SlA_N T®AQ 1� <br /> war for YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC 2014 Std. Dwg. No. R-29 <br />