Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1501501 thru PS-1502000_ - PS-1501629

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See Note I Below 6" MinExisting avemen ---D�:-j l- - 6" ",- [--- (T yp)( rp Min MID) See Note 2 Below 3� OF) Compact in 12" max layers to cl min relative 30� compaction of 95% ————— - - under pavement and Var Var \ —-- —_ \\ 90% outside pavement- 00 Compact in 24" max layers' to a rain relative OD+12" compaction of 857. \� Compact In 6" layers to a min relative compaction Of 90%. 10" Min OD —10" Min 10" Min 10" Min OD RIGID CONDUIT TLEXIBLE CONDUIT NOTES- I. New pavement shall be 1"' thicker than existing pav- ement, minimum. of 0.25 Fc. New base shall be 1" thicker than existing base, min of 0.-50 pc, - 2. Select native material or imported gran-ular material as approved an by the of f Public Works. Backfill with materials equal J- oj- better th -the existingDirector pavement and base in quality.ality. Lo 3. Relative compaction of materials shall be tested in accordance with IL the- State of California, Dept. of Transportation Testing Manuals, Jest method No. California 216 or 231. 4'. All existing Pavement shall be. neatly cut to line prior to trench excavation. 5. Jetting or ponding will be permitted within the street right—of—WOY with a 3 year bond, when approved by the Director I of Public Works. L 6. When shown by soil composition and compact'ability, ninety percent (90%) compaction May be used, when approved by y the Director of 'Public Works. 7-. S*pecial bedding and backfill requirements may be shown on the plans or specified in the special Provisions. r. Revision LDescriptio:n Approved Q TYIPCAL TRENCH BAC PILL �4-L4,1 No. Revi Date COLWTY OF SAN JOAQULV L u. twu fer YOU DEPARTMENT OF PUBLIC WORKS Date: bEC.2014 Std- Dwg. No.