Review Type |
Outcome |
Est. Completion Date |
Completed |
Engineering Review - Street and Storm
|
No Comments
|
06/12/2025
|
06/12/2025
|
|
Gene Williams, P.E.
|
|
Miscellaneous Correction
Awaiting results of storm sewer cleanout at the 5 foot manhole to finalize design. This manhole is noted on the plans in red.
|
|
Miscellaneous Correction
Itemized cost estimate required prior to formal approval.
|
|
|
Engineering Review - Sanitary
|
No Comments
|
05/12/2025
|
05/12/2025
|
|
Gene Williams, P.E.
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 4: 1. Rename the public sanitary sewer lines as "Public Sanitary Line xx" or equivalent to distinguish these lines from private laterals (i.e., when laterals are invoked to describe a sanitary sewer in Lee's Summit, it implies a private service line). Correction required.
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 5: 1. The horizontal distance between manhole AA3 and the storm line is too close. Minimum distance in the horizontal direction is 5.0 feet. 2. The distance between manhole AA3 and the storm line is too close in the vertical direction. Minimum distance in the vertical direction is 18 inches. Correction required.
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 6: 1. Sanitary sewer line BB is shown with a 15 foot easement. Minimum width for a sanitary sewer of this depth is 20 feet. 2. The easement width described above assumes the sanitary sewer is centered-within the easement, which is not the case. Center the sanitary sewer line within a 20 foot easement. Correction required.
|
|
|
Engineering Review - Street and Storm
|
Corrections
|
05/12/2025
|
05/12/2025
|
|
Gene Williams, P.E.
|
|
Miscellaneous Correction
ADA-accessible ramps and median do not meet City standards. Cross-slopes do not meet the maximum 1.5% design guidelines for intersections in a yield or stop controlled situation. Turning space within the median is not flat (i.e., defined as being less than or equal to 1.5% in any direction, including the diagonal). It is recommended that a meeting be setup to discuss.
|
|
Miscellaneous Correction
Corrective Action Required
Awaiting results of storm sewer cleanout at the 5 foot manhole to finalize design. This manhole is noted on the plans in red.
|
|
Miscellaneous Correction
Corrective Action Required
Itemized cost estimate required prior to formal approval.
|
|
|
Traffic Review - Streets
|
No Comments
|
05/12/2025
|
05/09/2025
|
|
Erin Ralovo
|
|
Miscellaneous Correction
Corrective Action Required
The cross slope for the E/W crossing across Blue Parkway should be 5% or less. If you are unable to obtain 5% a request should be submitted for a variation.
|
|
|
Traffic Review - Streets
|
Corrections
|
03/24/2025
|
03/24/2025
|
|
Erin Ralovo
|
|
Miscellaneous Correction
Corrective Action Required
The cross slope for the E/W crossing across Blue Parkway should be 5% or less. If you are unable to obtain 5% a request should be submitted for a variation.
|
|
|
Engineering Review - Sanitary
|
Corrections
|
03/24/2025
|
03/21/2025
|
|
Gene Williams, P.E.
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 4: 1. Rename the public sanitary sewer lines as "Public Sanitary Line xx" or equivalent to distinguish these lines from private laterals (i.e., when laterals are invoked to describe a sanitary sewer in Lee's Summit, it implies a private service line). Correction required.
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 5: 1. The horizontal distance between manhole AA3 and the storm line is too close. Minimum distance in the horizontal direction is 5.0 feet. 2. The distance between manhole AA3 and the storm line is too close in the vertical direction. Minimum distance in the vertical direction is 18 inches. Correction required.
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 6: 1. Sanitary sewer line BB is shown with a 15 foot easement. Minimum width for a sanitary sewer of this depth is 20 feet. 2. The easement width described above assumes the sanitary sewer is centered-within the easement, which is not the case. Center the sanitary sewer line within a 20 foot easement. Correction required.
|
|
|
Engineering Review - Street and Storm
|
Corrections
|
03/24/2025
|
03/21/2025
|
|
Gene Williams, P.E.
|
|
Miscellaneous Correction
Corrective Action Required
ADA-accessible ramps and median do not meet City standards. Cross-slopes do not meet the maximum 1.5% design guidelines for intersections in a yield or stop controlled situation. Turning space within the median is not flat (i.e., defined as being less than or equal to 1.5% in any direction, including the diagonal). It is recommended that a meeting be setup to discuss.
|
|
|
Engineering Review - Water
|
No Comments
|
03/24/2025
|
03/21/2025
|
|
Gene Williams, P.E.
|
|
|