Planning Application Status

PL2021296




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Summary
PL2021296
NAPA VALLEY 5TH PLAT - PUBLIC WATERLINE
Engineering Plan Review
Engineering Plan Review
Complete
08/02/2021
CHOYCE LLC
Locations
Address
3905 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3909 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3913 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3917 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3921 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3925 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3929 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3933 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
4012 SW MONDAVI LN, LEES SUMMIT, MO 64082

Address
4008 SW MONDAVI LN, LEES SUMMIT, MO 64082

Address
4004 SW MONDAVI LN, LEES SUMMIT, MO 64082

Address
4000 SW MONDAVI LN, LEES SUMMIT, MO 64082

Address
4001 SW MONDAVI LN, LEES SUMMIT, MO 64082

Address
4005 SW MONDAVI LN, LEES SUMMIT, MO 64082

Address
3949 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3953 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3952 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3948 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3944 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3940 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3936 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3932 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3928 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3924 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3920 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3916 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3912 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3908 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
3904 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Address
4009 SW MONDAVI LN, LEES SUMMIT, MO 64082

Property
69720102800000000

Property
69720102700000000

Property
69720102600000000

Property
69720102500000000

Property
69720102400000000

Property
69720102300000000

Property
69720102200000000

Property
69720102100000000

Property
69720102900000000

Property
69720103600000000

Property
69720103500000000

Property
69720103000000000

Property
69720103400000000

Property
69720103100000000

Property
69720103200000000

Property
69720103300000000

Property
69710120800000000

Property
69710120900000000

Property
69710121000000000

Property
69710120700000000

Property
69710121100000000

Property
69710121200000000

Property
69710121300000000

Property
69710120600000000

Property
69710120500000000

Property
69710120400000000

Property
69710121400000000

Property
69710121500000000

Property
69710121600000000

Property
69710121700000000

Address
3900 SW FLINTROCK DR, LEES SUMMIT, MO 64082

Contacts
CHOYCE LLC, Address:PO BOX 847  
ENGINEERING SOLUTIONS, Address:50 SE 30TH ST, Phone:(816) 623-9888  
Reviews
Review Type Outcome Est. Completion Date Completed
Record Drawings Review No Comments 11/14/2022 11/14/2022
Gene Williams, P.E.
Engineering Review No Comments 12/22/2021 12/16/2021
Karen Quackenbush
Engineering Review Corrections 10/12/2021 10/12/2021
Gene Williams, P.E.
Corrective Action Required
10/12/2021

Please refer to comment 5 in the previous applicant letter. The comment states "Lot 177 can be served by a private line from the opposite side of the street. Please shorten the length of the water main extension to a point where Lot 178 can be served with a fire hydrant and a meter. This point should be just beyond Lot 179". The line is still too long, and should be adjusted as requested. Please call if any questions.
Corrective Action Required
10/12/2021

Please refer to comment 7 in the previous applicant letter. The notation "compacted backfill" on the profile view is not sufficient notation to meet the standards in Section 2102.6 of the Design and Construction Manual. The notation shall be clear in terms of what is required to meet the standards.
Engineering Review Corrections 08/16/2021 08/17/2021
Gene Williams, P.E.
Corrective Action Required
08/17/2021

Water line is not contained within the easement around the end of the cul-de-sac bulb or at the beginning of Mondavi Ln. Either move the water main partially within right of way, or increase the width of the easement along the cul-de-sac and the beginning of Mondavi Ln. Please see Final Plat comments concerning the 15 foot requirement for an easement around the cul-de-sac bulb.
Corrective Action Required
08/17/2021

Our GIS records show the existence of a fire hydrant at the present end of Flintrock Dr. It would appear a fire hydrant is warranted in the vicinity of the current location. What is the plan for this existing fire hydrant? Will this be relocated, and where will it be relocated? If to remain, please provide notes stating "to remain in place", or equivalent language.
Corrective Action Required
08/17/2021

The same issue appears to exist at the intersection of Stoney Brook Dr. and Flintrock Dr. It appears a fire hydrant exists at this location. What is the plan for relocating this fire hydrant? The Design and Construction Manual does not allow fire hydrants to remain within the radius of intersections. Fire hydrants shall be located a minimum of 20 feet from the points of curvature of the curb return.
Corrective Action Required
08/17/2021

Sheet C.503: What is meant by the note "install existing fire hydrant"?
Corrective Action Required
08/17/2021

Lot 177 can be served by a private line from the opposite side of the street. Please shorten the length of the water main extension to a point where Lot 178 can be served with a fire hydrant and a water meter. This point should be just beyond Lot 179.
Corrective Action Required
08/17/2021

Water main along Lot 196 is outside the limits of the easement. Either dedicate a wider easement, or adjust the line within the easement with a minimum of 5 feet from the outside of the pipe to the limits of the easement. It should be noted the Design and Construction Manual requires a minimum easement width of 15 feet around the outside of cul-de-sac bulbs, and only 10 feet was shown. This was provided as a comment on the Final Plat.
Corrective Action Required
08/17/2021

Please provide sufficient notation on the profile view of the water main where existing grade is low enough to trigger the fill and compaction rule contained within the Design and Construction Manual. When pipe is to be installed in embankment or fill, the embankment shall be constructed in accordance with APWA section 2102.6 and shall be built up to a plane at least 18 inches above the top of the pipe prior to the excavation of the pipe trench. Cross-hatching and notation shall be provided on the profile view so there are no misunderstandings on this rule. This shall also apply to the sanitary sewer, where this condition was shown on Sheet C.403.
Hearings

There are no hearings for this planning application.

Documents & Images
Date Uploaded File Type Document Name
08/02/2021 WATER 8-2-2021
08/17/2021 Letter DE-Comment Letter (Engineering Plans)
09/28/2021 COST ESTIMATE NAPA VALLEY PHASE 5 2021-9-28 WATER
09/28/2021 WATER 9-28-2021
09/28/2021 Comment Response Letter 2021-9-28 Water
10/12/2021 Letter DE-Comment Letter (Engineering Plans)
12/08/2021 COST ESTIMATE NAPA VALLEY PHASE 5 2021-12-6 WATER
12/08/2021 Comment Response Letter 2021-12-6 Water
12/08/2021 NV5TH WATER - 12-8-2021
01/04/2022 FeeWSWater
01/04/2022 STKY APPROVAL
01/07/2022 MDNR Concurrence Letter and Water Model Run
02/22/2022 LEES SUMMIT PWS-MO1010459-JACKSON CO-20220210-1000012-22-PDWB-CI
03/22/2022 Approved Plans Napa Valley, 5th Plat Water Approved 3.22.22
03/22/2022 Letter DE-Engineering Plans Approval Letter
11/07/2022 Plans WATER ASBUILTS
11/14/2022 Accepted Record Drawings ACCEPTED RECORD DRAWINGS NOV2022
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