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Public Works Standard Drawings Subcommittee Meeting Monday August 6, 2018 Regional Forum Room NCTCOG Construction Standards Fifth Edition Division 1000 Drawings The slides in this presentation reflect the edits discussed at the July 2, 2018

  1. Public Works Standard Drawings Subcommittee Meeting Monday August 6, 2018 Regional Forum Room

  2. NCTCOG Construction Standards Fifth Edition Division 1000 Drawings The slides in this presentation reflect the edits discussed at the July 2, 2018 Standard Drawings Subcommittee meeting. Slides 2 - 3: 1030 Interceptor Swale Slides 4 - 6: 1040 Diversion Dike Slides 7 - 9: 1050 Triangular Sediment Filter Dike Slides 10 - 12: 1080 Sand Bag Check Dam Slide 13 - 14: 1090 Stone Outlet - Sediment Trap Slide 15 - 16: 1110 Pipe Slope Drain Slide 17 - 20: Additional Edits - Drawing Titles

  3. For channel material, see Note 6

  4. Provide edits/additions below: 9. For temporary stabilization rip-rap; width, depth, and surface water elevation should be designed by owner or owner’s representative. 10. Refer to Drawing 1230A and B for Replace “grades” with “longitudinal slopes” turf reinforcement mat. 11. See iSWM Manual for more information on interceptor swale. 95%

  5. Plan view should include an “outlet flow” arrow. See note 5

  6. Standard Specification Reference Date Standard Drawing No. 1040B

  7. Provide edits/additions below: 7. See iSWM Manual for more “Refer to Item 202.7 in the information on Diversion Dikes. Standard Specifications.” Replace “grades” with “longitudinal slopes” 1040C

  8. Replace 1050A with iSWM 3.32

  9. Standard Specification Reference 202.8 * Date Standard Drawing No. 1050A

  10. Provide edits/additions below:

  11. Replace 1080A with iSWM 2.2

  12. Standard Specification Reference 202.10 * Date Standard Drawing No. 1080A

  13. Provide edits/additions below: 8. See iSWM Manual for more information on Sand Bag Check Dam 202.10

  14. Replace 1090A with iSWM 3.30 and 3.31

  15. Standard Specification Reference Standard Specification Reference 202.12 * 202.12 * Date Standard Drawing No. Date Standard Drawing No. 1090A 1090B

  16. Replace 1100 with iSWM 3.20

  17. Standard Specification Reference Date Standard Drawing No. 1100

  18. Additional Edits Drawing Titles

  19. Exit Exit - Area - Area

  20. BLOCK AND GRAVEL BLOCK AND GRAVEL

  21. INLET PROTECTION-AREA INLET PROTECTION-AREA EXCAVATED IMPOUNDMENT

  23. Next Steps Determine action items for subcommittee members and NCTCOG staff

  24. Next Meeting – Possible Dates Sept. 10, Six Flags Conference Room Oct. 1, Regional Forum Room Sept. 24, Pecan Conference Room Oct. 22, Six Flags Conference Room

  28. NCTCOG Construction Standards Fifth Edition Division 1000 Drawings Slides 2 - 3: 1030A, 1030B Interceptor Swale Slides 4 - 5: 1040A, 1040B Diversion Dike Slides 6 - 7: 1050A, 1050B Triangular Sediment Filter Dike Slides 8 - 9: 1080A, 1080B Sand Bag Check Dam Slide 10: 1090 Stone Outlet, Sediment Trap Slide 11: 1110 Pipe Slope Drain *When providing comments on the following drawings, please preface edits with your initials.

  29. KM - Slope @ 2% or less, or add reinforcement. See note below. KM - TRM extend beyond top of bank KM - Per detail # KM - Define material better? Rock size, etc. (See note 6 for reinforcement) Which slope?

  30. KM - temporary device? Provide edits/additions below: JCI - The TRM should extend beyond the top of banks to match with the TRM details we already are using KM - Design by professional engineer KM - recycled concrete? KM - 95%

  31. KM - slope per note? KM - Add outlet flow device KM - See note 5 KM - define

  32. Provide edits/additions below: KM - Bring in 2.6 from iSWM to combine KM - at max velocity? Add info from 202.7.1

  33. KM - is this option 2? CT - Assume this means 3” to 5” depth KM - Anchors in lieu of rock?

  34. KM - Tied together? Provide edits/additions below: CT - Should there be a maximum length?

  35. KM - I’ve never seen these used like this CT - pipe spacing 24” minimum? KM - Figure 3.15, 202.10 KM - revised to filter tube KM - Any changes?

  36. Provide edits/additions below: JCI - Is this detal ever used? I have only used the rock check dams. MP- We have only used the rock check dams. Easier to remove after construction is complete.\ KM - Revise to filter tube

  37. JCI - Is the 4’ min for the filter fabric? KM - I don’t understand this detail. Need plan review? CT - 1’ minimum JCI - Water surface of top of bank? KM - where is the outlet?

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