Review Type |
Outcome |
Est. Completion Date |
Completed |
Engineering Review - Sanitary
|
No Comments
|
08/22/2024
|
08/28/2024
|
|
Sue Pyles, P.E.
|
|
Miscellaneous Correction
See combined comments in the Engineering Review - Water section.
|
|
|
Engineering Review - Water
|
No Comments
|
08/22/2024
|
08/28/2024
|
|
Sue Pyles, P.E.
|
|
Miscellaneous Correction
Corrective Action Required
Please include pipe length and material for Water Line B in Profile view.
|
|
Miscellaneous Correction
Corrective Action Required
Please review the estimate quantities and revise as needed: 8” PVC, 8” C900, 8” Gate Valves.
|
|
|
Engineering Review - Sanitary
|
Corrections
|
08/02/2024
|
08/02/2024
|
|
Sue Pyles, P.E.
|
|
Miscellaneous Correction
See combined comments in the Engineering Review - Water section.
|
|
|
Engineering Review - Water
|
Corrections
|
08/02/2024
|
08/02/2024
|
|
Sue Pyles, P.E.
|
|
Miscellaneous Correction
General:
• The sanitary sewer main extension to serve Lots 11 & 12 is public. Please submit the private water and public sanitary as separate plan sets at resubmittal.
• Provide appropriate U/E for both public sanitary main extension and private water main extension.
• Please revise the Public Roadway phone number in the Utility Contacts on the cover sheet to 816-969-1800.
• Please submit an Engineer’s Estimate of Probable Construction Costs for each plan set.
|
|
Miscellaneous Correction
Sanitary:
• MH F1 does not meet the 0.2’ minimum drop requirement.
• The minimum slope for 8” sanitary is 1.00%. 2 of the 3 segments are designed with a 0.99% slope. It is unlikely that the main can be constructed to meet the City’s requirements, given that the design technically doesn’t. Please consider revising the slopes.
|
|
Miscellaneous Correction
Water:
• Revise FH labels to reference the specific standard detail. WAT-7 is for a straight set FH and WAT-8 is for a FH with a 90-degree bend.
• Please remove the trench check detail, it is not used on this project.
|
|
Miscellaneous Correction
Corrective Action Required
Please include pipe length and material for Water Line B in Profile view.
|
|
Miscellaneous Correction
Corrective Action Required
Please review the estimate quantities and revise as needed: 8” PVC, 8” C900, 8” Gate Valves.
|
|
|
Engineering Review - Sanitary
|
Corrections
|
05/28/2024
|
05/29/2024
|
|
Sue Pyles, P.E.
|
|
Miscellaneous Correction
Corrective Action Required
See combined comments in the Engineering Review - Water section.
|
|
|
Engineering Review - Water
|
Corrections
|
05/28/2024
|
05/29/2024
|
|
Sue Pyles, P.E.
|
|
Miscellaneous Correction
Corrective Action Required
General:
• The sanitary sewer main extension to serve Lots 11 & 12 is public. Please submit the private water and public sanitary as separate plan sets at resubmittal.
• Provide appropriate U/E for both public sanitary main extension and private water main extension.
• Please revise the Public Roadway phone number in the Utility Contacts on the cover sheet to 816-969-1800.
• Please submit an Engineer’s Estimate of Probable Construction Costs for each plan set.
|
|
Miscellaneous Correction
Corrective Action Required
Sanitary:
• MH F1 does not meet the 0.2’ minimum drop requirement.
• The minimum slope for 8” sanitary is 1.00%. 2 of the 3 segments are designed with a 0.99% slope. It is unlikely that the main can be constructed to meet the City’s requirements, given that the design technically doesn’t. Please consider revising the slopes.
|
|
Miscellaneous Correction
Corrective Action Required
Water:
• Revise FH labels to reference the specific standard detail. WAT-7 is for a straight set FH and WAT-8 is for a FH with a 90-degree bend.
• Please remove the trench check detail, it is not used on this project.
|
|
|