Permit Application Status

PRSUBD20250770


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Summary


PRSUBD20250770
Public Infrastructure
Approved
QUIKTRIP CORPORATION
DEVELOPMENT COMPLETE
Public water and sanitary for Quik Trip, 1001 SW Blue Pkwy
03/10/2025
Locations
Contacts
Tara Limbach, Address:5725 Foxridge Drive, Phone:(913) 905-2070  
Tara Limbach, Address:5725 Foxridge Drive, Phone:(913) 905-2070  
QUIKTRIP CORPORATION, Address:5725 FOXRIDGE DR  
Noel Ross, Address:Rothwell Construction, Phone:(816) 877-3290  
ROTHWELL CONSTRUCTION INC, Address:1500 NORTH 7 HWY STE 100, Phone:(816) 228-8808  
Reviews
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
Resolved
06/12/2025

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
Resolved
06/12/2025

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
04/28/2025

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
04/28/2025

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
04/28/2025

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
Resolved
05/12/2025

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
05/12/2025

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
05/13/2025

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
04/28/2025

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
03/24/2025

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
03/21/2025

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
03/21/2025

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
03/21/2025

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
03/21/2025

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.
Fees
Paid Fees Amount Paid Owing Date Paid
None $0.00 $0.00 $0.00
Outstanding Fees Amount Paid Owing Date Paid
91100C8-Sanitary Sewer Insp Fees $1,702.50 $0.00 $1,702.50 Not Paid
91100C9-Water Insp Fee $896.25 $0.00 $896.25 Not Paid
9110068-Storm Sewer Inspection Fee $1,102.95 $0.00 $1,102.95 Not Paid
9110081-Paved Surface Inspection Fee $6,332.31 $0.00 $6,332.31 Not Paid
9110071-Site Grading Fee $2,391.93 $0.00 $2,391.93 Not Paid
9110072-Water Test Fee $400.00 $0.00 $400.00 Not Paid
9110073-Right of Way Permit Fee $85.00 $0.00 $85.00 Not Paid


$12,910.94    Add Fees to My Cart
Inspections

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