Laserfiche WebLink
TYPICAL END OF LINE CLEAN-OUT DETAIL <br />PLUG <br />I.D. Socket <br />8" Min.12" Min.12" Min. <br />Grade <br />Depth Socket <br />3 8" ∅ Rod <br />for Lifting 8" Min.Tarred Felt Disk <br />Plug <br />Class "A" Conc. Pad <br />O.D. Jacket Plus 16" <br />8" Min. Thickness <br />45° Cut Elbow <br />Same Size as Service Lateral <br />45° Cut Elbow <br />Blocking Class "A" Conc. <br />Service Lateral <br />Pipe (Typ.) <br />Service Tap or Wye <br />Sewer Main <br />Mid-Run Clean-Out <br />End of Line Clean-Out <br />150' Max. <br />PLAN VIEW - SERVICE LINE CLEAN-OUTS <br />Wye <br />45° Elbow <br />Sanitary Service From Building <br />8" Min. <br />Grade <br />8" Min.Tarred Felt Disk <br />Plug <br />Class "A" Conc. Pad <br />O.D. Jacket Plus 16" <br />8" Min. Thickness <br />TYPICAL MID-RUN CLEAN-OUT DETAIL <br />Same Size as Service Lateral <br />6/26/18 <br />CITY OF SOUTH BENDItemRevision <br />STANDARD <br />EFFECTIVE DATE: <br />REF STD SPEC SEC <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />Kara M. Boyles, Ph.D., P.E. Date <br />TYPICAL CLEAN-OUT 4-9 <br />4-2 <br />June 26, 2018 <br />SECTION 4 - SANITARY <br />NOTES: <br />1.Insert a manhole in service lateral if its length exceeds 150 ft. <br />2.The minimum service lateral size shall be 6-inches diameter, placed at a minimum slope <br />of 0.61%. Larger sized service laterals shall be installed according to the minimum <br />slopes required by 317 IAC 3-6-12(a).