Planning Application Status

PL2022162




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Summary
PL2022162
Lakewood Business Center on I-470 Plat S - Public Water
Engineering Plan Review
Engineering Plan Review
Approved
04/22/2022
NORTH OAK SAFETY STORAGE LLC
Locations
Contacts
POWELL CWM INC, Address:3200 S STATE ROUTE 291 BLDG 1, Phone:(816) 373-4800  
NORTH OAK SAFETY STORAGE LLC, Address:1120 NW EAGLE RIDGE BLVD  
Reviews
Review Type Outcome Est. Completion Date Completed
Record Drawings Review No Comments 02/21/2025 02/13/2025
Gene Williams, P.E.
Record Drawings Review Corrections 10/04/2024 10/10/2024
Gene Williams, P.E.
Engineering Review No Comments 08/11/2023 08/11/2023
Gene Williams, P.E.
Engineering Review No Comments 05/22/2023 05/25/2023
Gene Williams, P.E.
Engineering Review No Comments 03/07/2023 03/07/2023
Gene Williams, P.E.
Engineering Review Corrections 02/03/2023 02/02/2023
Gene Williams, P.E.
Corrective Action Required
02/01/2023

Shut-down of the 16 inch line to install valves and to make the connection will likely require night work or after-hours work in order to minimize impact to water customers. Please add notes to the plans stating that this work shall be coordinated with the Development Services inspector, and night work or after-hours work shall be completed within 8 hours of shutdown.
Corrective Action Required
02/01/2023

Sheet 511: Profile view shows a 12" by 8" tee, which conflicts with the plan view showing a 16" by 8" tee. Please reconcile.
Corrective Action Required
02/01/2023

The existing fire hydrant on the west end of Maguire Blvd. is shown as an offset fire hydrant. A spot-check of the as-built Record Drawings for this fire hydrant shows what appears to be a temporary inline fire hydrant. Please add sufficient notes on the plans for the relocation of this temporary inline fire hydrant, and conversion of the existing fire hydrant to an offset design. Please revise.
Corrective Action Required
02/01/2023

A trenching and backfill detail was not shown. Although not caught during the previous review, the MDNR typically will not approve of water line plans without a trenching and backfill detail. Please provide a trenching and backfill detail, including the new July 2020 requirement for 12 inches aggregate over the top of pipe.
Engineering Review Corrections 09/12/2022 09/14/2022
Gene Williams, P.E.
Corrective Action Required
09/14/2022

Please refer to the previous applicant letter comment #1. It does not appear the question was answered. Is the tie-in line at Hagan a 16 inch line, or a 12 inch line? The response to comments states "this was not field verified". The original question asked whether Record Drawings were consulted to make this determination. Please reconcile.
Corrective Action Required
09/14/2022

If the above line is a 12 inch line, a gate valve shall be installed rather than a butterfly valve. This was recently changed in the Design and Constructon Manual, and it should also be noted the lack of availability of 12 inch butterfly valves at the moment due to supply chain issues. Please revise.
Corrective Action Required
09/14/2022

Please revise the cost estimate to reflect the changes and revisions made to the plans, and please include restoration costs associated with the placement of water main along the north side of Maguire Blvd. along the existing business west of Lot 1. Finally please include the cost associated with the cut-in tee at Hagan, and cutting-in the new valve to the south of Maguire at Hagan.
Engineering Review Corrections 05/06/2022 05/08/2022
Gene Williams, P.E.
Corrective Action Required
05/08/2022

According to our GIS, we are showing a 16 inch line at Hagan rather than a 12 inch line. Was this determined using as-builts? Please reconcile.
Corrective Action Required
05/08/2022

In commercial, industrial, and apartment house areas, fire hydrants shall be provided so that in no case shall more than 300 feet of fire hose, using an approved route, be required to reach any point at the base of any exterior building wall from the nearest fire hydrant to supply the stipulated fire flow. Please review and ensure these conditions are met for all future customers. It appears at least one (1) additional fire hydrant is required, and it also appears the spacing needs to be adjusted.
Corrective Action Required
05/08/2022

Plan view of water line does not appear to show locations of bends in vicinity of Cargo and Maguire. It appears there is a reliance on bending the pipe to fit. This is not allowed. The only deflection that may be allowed is within the joint itself, and only 1 degree of deflection is allowed in that case. This equates to roughly a 1200 foot radius of curvature. No bend is allowed within the body of the pipe itself, as this degrades the pipe and lessens the life of the pipe. Please show the location of all bends on the plan view, along with the magnitude of the bend.
Corrective Action Required
05/08/2022

Sheet C-512: Will a vertical bend be required at this location? It is difficult to determine based on the exaggrerated vertical scale. Please see above comments concerning deflection of pipe.
Hearings

There are no hearings for this planning application.

Documents & Images
Date Uploaded File Type Document Name
04/22/2022 Plans 2022-04-01 Water Plans
04/22/2022 Engineers Estimate Water Cost Estimate
05/08/2022 Letter DE-Comment Letter (Engineering Plans)
08/25/2022 Letter Signed Lakewood Business Park Public Water Comment Response Letter
08/25/2022 Plans 2022-08-24 21-1883 Lakewood Businesss Park Water
09/14/2022 Letter DE-Comment Letter (Engineering Plans)
01/20/2023 Plans 21-1883 Lakewood Businesss Park Water
01/20/2023 Letter Public Water Comment Response Letter
01/20/2023 Engineers Estimate Waterline Cost Estimate
02/02/2023 Letter DE-Comment Letter (Engineering Plans)
02/21/2023 Plans Approvable Lakewood Businesss Park Water
02/21/2023 Letter Public Water Comment Response Letter
02/21/2023 Engineers Estimate Waterline Cost Estimate
03/07/2023 Activity Document FeeWorksheetWater
03/07/2023 Email STKY NOTE APPROVAL COMMENTS MAR2023
03/07/2023 Email EMAIL WU CONC MAR2023
05/08/2023 Plans 2023-05-04 21-1883 Lakewood Business Park
05/25/2023 Email STKY APPROVAL
05/26/2023 Email MDNR Concurrence and Water Model
08/04/2023 Engineers Estimate Waterline Cost Estimate
08/14/2023 Activity Document WATER FEE WORKSHEET
09/06/2023 Approved Plans WATER STAMPED PLANS CONST
09/21/2023 3rd Party Permit/Approval MDNR Water
09/27/2024 Plans Water As-Built_Rev 0_PL2022162
10/10/2024 Email EMAIL REJECTION ASBUILT RECORD DRWGS
02/06/2025 Plans 21-1883 AS BUILT Lakewood Business Park Water
02/13/2025 Accepted Record Drawings ACCEPTED WATER RECORD DWG
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