Planning Application Status

PL2022369




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Summary
PL2022369
Fire Station #4 - Public Offsite Storm Sewer
Engineering Plan Review
Engineering Plan Review
Approved
10/21/2022
CITY OF LEES SUMMIT
Realign existing storm sewer on the north side of the project out of the footprint of the building.
Locations
Contacts
GLMV ARCHITECTURE , Address:9229 WARD PKWY SUITE #210, Phone:(816) 444-4200  
CITY OF LEES SUMMIT, Address:220 SE GREEN ST  
Reviews
Review Type Outcome Est. Completion Date Completed
Record Drawings Review No Comments 11/27/2024 11/20/2024
Sue Pyles, P.E.
Record Drawings Review Corrections 07/23/2024 07/24/2024
Sue Pyles, P.E.
Corrective Action Required
07/24/2024

See email.
Engineering Review No Comments 03/24/2023 03/10/2023
Gene Williams, P.E.
Engineering Review No Comments 12/19/2022 12/16/2022
Gene Williams, P.E.
Engineering Review Corrections 12/05/2022 12/02/2022
Gene Williams, P.E.
Corrective Action Required
12/02/2022

A cover sheet is required, with the title "Lee's Summit Fire Station #4 - Public Stormwater Relocation" or equivalent language.
Corrective Action Required
12/02/2022

High density polyproplyene pipe (HDPP) is called-out for the storm lines, but it is not clear what type of HDPP is being specified. Were you intending to call-out HDPE? HDPE is allowed in this nistance, and may be cheaper than corrugated polyproplyene pipe. Please review, evaluate, and revise as appropriate.
Corrective Action Required
12/02/2022

Pipe profiles show that matching crowns was not done during design. Please ensure the re-design shows pipe of differing size entering the larger size pipe at the crown or higher. Please evaluate and revise as appropriate, and ensure the drainage table is updated as appropriate.
Corrective Action Required
12/02/2022

Sanitary sewer details were shown in the plans, but no sanitary sewer plans were presented. Unless combining the sanitary sewer plans with the stormwater plans, please eliminate details that do not pertain to the project.
Corrective Action Required
12/02/2022

A trenching and backfill detail was missing. Please ensure the detail includes the July 2020 revision to the Design and Construction Manual which requires 12 inches of aggregate over the top of pipe rather than the old 6 inch standard. Please update with a trenching and backfill detail, and please be aware the City has no standard detail yet for trenching and backfill (i.e., you will need to prepare your own detail in this instance).
Engineering Review Corrections 11/03/2022 11/03/2022
Gene Williams, P.E.
Hearings

There are no hearings for this planning application.

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