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See Note 8 <br /> -I —1 --_= I1 III= 95% Relaive <br /> 6" Compaction under Pavement <br /> Install 17" x 30" Utility Box2,-6„ 90% in all other locations. <br /> Christy FL 36, or approved equal. <br /> Compact in 12" Max. <br /> Layers to a Min. Relative <br /> Compaction of 90% <br /> - - - — 3' Lift Max. Compact D+16" Min."' <br /> to a Min. Relative CompactionI- <br /> of 85% Compaction by Jetting "D+24 Max.. . i <br /> or Mechanical means <br /> 12" 8" Locating Wire <br /> m (Typ.) Compact in 6" to a <br /> Min. Relative Compaction of 85% <br /> Install 6" riser with Material to be Imported Sand <br /> N threaded cap. or an approved clean granular <br /> o D material free of all lumps <br /> and debris, etc. <br /> Shape Bottom of trench 11 iI—iii_ Having the following grading <br /> i o Compression to fit Pipe Barrel and D 2 100% passing 3/4" , 5%-20% <br /> a Fitting Pipe Joints. Pipe shall / passing No.200 Minimum Sand. <br /> c, be centered in trench. <br /> c, <br /> 6" PVC Pipe PVC PIPE Jetting or Mechanical means. <br /> D m <br /> n <br /> NOTES: <br /> Install thrust block. 1. When Trench and Excavation is in Existing Paved Streets, replace Pavement <br /> 12" on each side of trench. <br /> 2. Deviation from above may be allowed when approved by the Engineer. <br /> 3. Trench- Where the Trench section parallels the existing Curb and Gutter <br /> RISER DETAIL the edge of The Trench shall be a Min. of 1'-0" from lip of existing <br /> Gutter. The Pavement shall be removed and replaced to the Lip of the Gutter. <br /> 4. Control Density Fill (CDF) May be used in lieu of Specified Backfill Method <br /> Minimum Trench width may be reduced to 2-1/2" clear of each side of Pipe. <br /> 5. Flexible Pipe shall have 6" Beding of granular material. <br /> — 6. All Vertical Edges of Existing Asphalt Concrete shall be tack coated. <br /> 7. Contractor shall field verify existing grade elevations. <br /> 8. Contractor shall restore existing ground condition after New Storm Discharge <br /> m 1 ` /06 Line placement. <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS BOGGS TRACT EMERGENCY STORM Sheet No. <br /> DISCHARGE LINE 5 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br /> Enrique Siva 04/06 <br />