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See Note 1 Below <br /> E>cisting- <br /> 7Min . <br /> 6" avement L+t9 6" <br /> Ll _ Min <br /> (IYPJ <br /> 3,�,.F,.. , \� See Note 2 Below \\ \1 <br /> 0 \\ _,' Compact in 12" max3 —0 <br /> _ " <br /> layers to a min relative 3�1_--_----- compaction of 9:3% --=— <br /> �\ —______— under pavementand \ -------- \ Var <br /> Var \\ _-- —_ \� 90% outside pavement` <br /> Op —Compact in 24" maxOD x-12" <br /> \� layers' to a rein relative <br /> OD/2 �\ \\ compaction of 85%. <br /> Compact in 6 layers <br /> Lo a rnTn relative <br /> compaction of 90%. <br /> 10" Min 4—OD ---10" Min 10" Min —OD 10" Min <br /> OD OD <br /> + 20" Min + 20 Min <br /> FIs ID CONDUIT -FLEX IDLE CONDUI I <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 io 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 /> methozd 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—vvay 'with <br /> a 3 year bond, when approved by the Director of Public Works. <br /> 6. When shown by soil composition anc' compactcability, 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 /> Y. <br /> � Approved by; <br /> TVIPCAL THENCH BACKFILL <br /> I .-{ No. Revision Descri tion Date <br /> �► y <br /> COUNTY OF SAN TOAQUVV � <br /> DEPARTMENT OF PUBLIC,tVORKS <br /> ar Std. Dw No. R-2� <br /> Date: DCC 201� 9• <br />