Review Type |
Outcome |
Est. Completion Date |
Completed |
Record Drawings Review
|
No Comments
|
01/25/2022
|
01/25/2022
|
|
Gene Williams, P.E.
|
|
|
Record Drawings Review
|
Corrections
|
01/12/2022
|
01/12/2022
|
|
Gene Williams, P.E.
|
|
|
As-graded MDP Review
|
No Comments
|
01/11/2022
|
01/11/2022
|
|
Gene Williams, P.E.
|
|
|
Engineering Review
|
No Comments
|
08/11/2021
|
08/11/2021
|
|
Gene Williams, P.E.
|
|
|
Engineering Review
|
No Comments
|
12/02/2020
|
12/02/2020
|
|
Gene Williams, P.E.
|
|
|
Traffic Review
|
No Comments
|
12/02/2020
|
11/24/2020
|
|
Michael Park
|
|
|
Engineering Review
|
Corrections
|
10/16/2020
|
10/16/2020
|
|
Gene Williams, P.E.
|
|
Corrective Action Required
A brief stormwater memorandum is required, which discusses the previous plats detention basin construction, and the applicability of this plat to the overall plan.
|
|
Corrective Action Required
Sheet C104: The grading plan appears to show adverse impact to adjacent properties along the entire western edge of the development. Existing grades are altered, and drainage pathways are now directed toward the properties to the west.
|
|
Corrective Action Required
Please ensure there are sufficient notes that define the construction of ADA-accessible ramps being part of this project (i.e., not by the homebuilder).
|
|
Corrective Action Required
Sheet C118: Buckthorn St. is a collector street, and therefore, HDPE is not allowed. Suitable alternatives include CPP and RCP.
|
|
Corrective Action Required
Sheet C118: The crown of the incoming pipe at JB-1-2 is lower than the outgoing pipe. At a minimum, please ensure the crowns are matched.
|
|
Corrective Action Required
Sheet C118: An odd dashed line is shown within JB 1-2. Is this a drafting remnant?
|
|
Corrective Action Required
Drainage Calculations: The mannings n factor does not appear correct for any of the pipe calculations. The 0.010 was applied for all pipes, and does not appear to meet any of the City of Lee's Summit design standards. Please verify and reconcile.
|
|
Corrective Action Required
Profile Views of Stormwater: Where fill is being placed prior to trenching and backfill of storm lines, please show in graphic format (e.g., cross-hatching, etc.) the limits of the fill and compaction that will be done prior to trenching and backfill of the pipe. The note is also required (which has already been done), but a graphic reference must also be provided.
|
|
Corrective Action Required
Sheet C118: The hydraulic grade line for the design storm must be shown on all profile views. It would appear the storm line was designed for the 100 year event, and we would agree this is required in this case due to the fact the storm line is being placed in between homes. Please update the profile view as appropriate.
|
|
Corrective Action Required
Master Drainage Plan: Please show the locations of all swales that were detailed in the previous sheets, showing their location, and showing the sheet number where the details can be found.
|
|
Corrective Action Required
Master Drainage Plan: The entire western edge of the development is being shown with grading that alters the existing condition. While that is acceptable if not impacting adjacent properties, it would appear the grading will have an adverse impact on them. Please determine the best way to manage this situation.
|
|
Corrective Action Required
Master Drainage Plan: A spot check of several of the proposed MBOEs appear to show the proposed MBOE is not 2.0 feet above the calculated 100 year water surface elevation within the rear yard swale. Please perform a thorough review, and ensure all MBOEs are a minimum of 2.0 feet above the calculated 100 year water surface elevation.
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|
|
Traffic Review
|
No Comments
|
10/16/2020
|
10/07/2020
|
|
Michael Park
|
|
|