Permit Application Status

PRSUBD20235704


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Summary


PRSUBD20235704
Public Infrastructure
Approved
HUNT MIDWEST REAL ESTATE DEV INC
DEVELOPMENT COMPLETE
Eagle Creek Villas - Public infrastructure
11/01/2023
Locations
Contacts
Nelson Willoughby, Address:Olsson Associates, Phone:(816) 361-1177  
Nelson Willoughby, Address:Olsson Associates, Phone:(816) 361-1177  
HUNT MIDWEST REAL ESTATE DEV INC, Address:8300 NE UNDERGROUND DR  
Reviews
Review Type Outcome Est. Completion Date Completed
Engineering Review - Street and Storm Approved with Conditions 06/12/2024 05/30/2024
Susan Nelson, P.E.
Miscellaneous Correction
Corrective Action Required
05/23/2024

The water quality BMP design data provided in the plans still does not appear to be correct. Please verify the dimensioning details and insure that they agree with the submitted storm water report.
Miscellaneous Correction
Corrective Action Required
05/23/2024

Sheet C133: Two pipes are shown on Storm Line 3 between C.I. 1-6 and 4-1. This was corrected in part of the set but not carried through the entire plan set.
Miscellaneous Correction
Corrective Action Required
05/23/2024

The curb ramps shown in the plans do not comply with the City standard details. Wings on the curb ramps are not allowed, please revise accordingly.
Engineer Review - Grading Approved with Conditions 06/07/2024 05/23/2024
Grant White
Engineering Review - Sanitary Approved with Conditions 06/07/2024 05/23/2024
Grant White
Engineering Review - Water Approved with Conditions 06/07/2024 05/23/2024
Grant White
Engineering Review - Streetlight No Comments 05/22/2024 05/21/2024
Grant White
Miscellaneous Correction
Corrective Action Required
05/08/2024

Please be aware that the SWPPP, including attachments, must be submitted prior to issuance of the permit.
Miscellaneous Correction
Corrective Action Required
05/08/2024

Sheet C102: Use the correct asphalt mix. Revise pavement type to identify KCMMB asphalt mix that is now required. (DCM 2205.4). Please specifically state KCMMB asphalt mix.
Miscellaneous Correction
Corrective Action Required
05/08/2024

Sheet C103: Please label the added easement for Storm Line 2 as a U.E.
Miscellaneous Correction
Corrective Action Required
05/08/2024

Sheet C129: Two pipes are shown on Storm Line 3 between C.I. 1-6 and 4-1.
Miscellaneous Correction
Corrective Action Required
05/08/2024

Sheet C137: - Prominently label the water quality basin as a BMP. - Add the 100-year water surface elevation and the basin bottom elevation to the diagram. - Label the top elevation of the outlet structure in Section B-B and profile. - Include the flowline of the square cut out or indicate that the flowline matches the flowline of the pipe. - Add a note that states that the spillway has been sized to handle the 100-year flow.
Miscellaneous Correction
Corrective Action Required
05/08/2024

Sheet C138: - Review Note 3, as it is not understandable. - Please note that the as-built contours will be required on the as-built master drainage plan. The proposed contours will need to be shown tying into existing contours.
Engineering Review - Street and Storm Corrections 05/22/2024 05/21/2024
Susan Nelson, P.E.
Miscellaneous Correction
Corrective Action Required
05/21/2024

The water quality BMP design data provided in the plans still does not appear to be correct. Please verify the dimensioning details and insure that they agree with the submitted storm water report.
Miscellaneous Correction
Corrective Action Required
05/21/2024

Sheet C133: Two pipes are shown on Storm Line 3 between C.I. 1-6 and 4-1. This was corrected in part of the set but not carried through the entire plan set.
Miscellaneous Correction
Corrective Action Required
05/21/2024

The curb ramps shown in the plans do not comply with the City standard details. Wings on the curb ramps are not allowed, please revise accordingly.
Engineer Review - Grading Approved with Conditions 05/22/2024 05/21/2024
Susan Nelson, P.E.
Engineering Review - Sanitary Approved with Conditions 05/22/2024 05/21/2024
Susan Nelson, P.E.
Engineering Review - Water Approved with Conditions 05/22/2024 05/21/2024
Susan Nelson, P.E.
Engineer Review - Grading Corrections 04/16/2024 04/12/2024
Susan Nelson, P.E.
Misc
Corrective Action Required
04/12/2024

Please see Water, Sanitary, and Street/Storm Engineering Review Comments and revise these plans as necessary.
Engineering Review - Sanitary Corrections 04/16/2024 04/12/2024
Susan Nelson, P.E.
Misc
Corrective Action Required
04/12/2024

Please align the sanitary manholes on the same side of the centerline, unless there is a particular unavoidable conflict.
Engineering Review - Water Corrections 04/16/2024 04/12/2024
Susan Nelson, P.E.
Misc
Corrective Action Required
04/12/2024

Sheet 309: Please install the 8-inch water main along SW Suncatcher Rd. that connects to Eagle View Dr. water main as shown in the previous plan submittal. A dead end water main will not be permitted here. It appears that there is approximately 4 feet of cover over the storm pipe so the water main should have about 6 inches of separation over the storm pipe and have about 33 inches of cover. The vertical separation between the water main and the storm pipe is substandard, so the plans need a note regarding restraining all joints on the water main within 10 feet of the outside wall of the storm pipe. Use an 8-inch pipe for Water Line 3 as shown in the previous plan submittal. Provide a hydrant along SW Suncatcher Rd.
Engineering Review - Street and Storm Corrections 04/16/2024 04/12/2024
Susan Nelson, P.E.
Misc
Corrective Action Required
04/12/2024

Please verify the water quality BMP design data provided in the plans and revise accordingly. This data must agree with the submitted storm water report.
Traffic Review - Streets No Comments 03/08/2024 03/08/2024
Erin Ralovo
Miscellaneous Correction
Corrective Action Required
02/23/2024

Where does Rambling Vine Rd go in the future? It would appear that there is another N/S street going in further to the East and closer to the intersection of Eagle View and Pryor. This intersection will be getting a signal with the Pryor Road Improvements and an intersecting street would not be allowed in the functional space of this intersection. Show more detail of the future area to the east or provide a bulb at the end of Rambling Vine Rd.
Miscellaneous Correction
Corrective Action Required
02/23/2024

Type III Baricades at the throats of each street are not needed. If these are to be used during construction only lable as temporary during construction.
Miscellaneous Correction
Corrective Action Required
02/23/2024

The Ramp on the North side of Rambling Vine at Pheasant Trail should be a Type M Ramp. The detectable surfaces should be on the ramp not the landing pad. Please correct and include the City's Standard detail for a Type M ramp in the plans.
Engineering Review - Streetlight Corrections 03/08/2024 03/08/2024
Susan Nelson, P.E.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Please be aware that the SWPPP, including attachments, must be submitted prior to issuance of the permit.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Sheet C102: Use the correct asphalt mix. Revise pavement type to identify KCMMB asphalt mix that is now required. (DCM 2205.4). Please specifically state KCMMB asphalt mix.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Sheet C103: Please label the added easement for Storm Line 2 as a U.E.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Sheet C129: Two pipes are shown on Storm Line 3 between C.I. 1-6 and 4-1.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Sheet C137: - Prominently label the water quality basin as a BMP. - Add the 100-year water surface elevation and the basin bottom elevation to the diagram. - Label the top elevation of the outlet structure in Section B-B and profile. - Include the flowline of the square cut out or indicate that the flowline matches the flowline of the pipe. - Add a note that states that the spillway has been sized to handle the 100-year flow.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Sheet C138: - Review Note 3, as it is not understandable. - Please note that the as-built contours will be required on the as-built master drainage plan. The proposed contours will need to be shown tying into existing contours.
Engineering Review - Street and Storm Corrections 03/08/2024 03/08/2024
Susan Nelson, P.E.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Please see all corrections for the Street and Storm Sewer Plans within the Storm Engineering Review.
Engineer Review - Grading Corrections 03/08/2024 03/08/2024
Susan Nelson, P.E.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Please note that the MDNR Permit must cover all areas that are being graded.
Engineering Review - Water Corrections 03/08/2024 03/08/2024
Susan Nelson, P.E.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Please label all valves and verify that the notes agree with the graphical representation of the valves in the plans.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Sheet C309: Add a note to restrain all joints within 10 feet of the storm pipe crossing near Sta. 14+30. Please be aware that MDNR will want to see that to approve the substandard vertical clearance.
Engineering Review - Sanitary Corrections 03/08/2024 03/08/2024
Susan Nelson, P.E.
Miscellaneous Correction
Corrective Action Required
03/08/2024

Please remove the pipe stub in profile view.
Traffic Review - Streets Corrections 11/21/2023 11/21/2023
Grant White
Miscellaneous Correction
Corrective Action Required
11/21/2023

Where does Rambling Vine Rd go in the future? It would appear that there is another N/S street going in further to the East and closer to the intersection of Eagle View and Pryor. This intersection will be getting a signal with the Pryor Road Improvements and an intersecting street would not be allowed in the functional space of this intersection. Show more detail of the future area to the east or provide a bulb at the end of Rambling Vine Rd.
Miscellaneous Correction
Corrective Action Required
11/21/2023

Type III Baricades at the throats of each street are not needed. If these are to be used during construction only lable as temporary during construction.
Miscellaneous Correction
Corrective Action Required
11/21/2023

The Ramp on the North side of Rambling Vine at Pheasant Trail should be a Type M Ramp. The detectable surfaces should be on the ramp not the landing pad. Please correct and include the City's Standard detail for a Type M ramp in the plans.
Engineering Review - Street and Storm Corrections 11/21/2023 11/21/2023
Grant White
MISC
Corrective Action Required
11/21/2023

Please see all corrections for the Street and Storm Sewer Plans within the Storm Engineering Review.
Engineering Review - Streetlight Corrections 11/21/2023 11/21/2023
Grant White
MISC
Corrective Action Required
11/21/2023

Submit an Engineer's Estimate of Probable Construction Costs.
MISC
Corrective Action Required
11/21/2023

Submit the SWPPP and a copy of the MDNR Land Disturbance Permit.
MISC
Corrective Action Required
11/21/2023

Please correct the Lee’s Summit Water Utilities contact name and phone number (816-969-1900) on the cover sheet.
MISC
Corrective Action Required
11/21/2023

Sheet C102: Use the correct asphalt mix. Revise pavement type to identify KCMMB asphalt mix that is now required. (DCM 2205.4)
MISC
Corrective Action Required
11/21/2023

Sheet C103: Add utility easement for F.I. 2-1 to 2-3 to 2-4 in Tract B. Show combined utility easement with 10’ wide easement along SW Eagle View Dr. and Lot 1. Delineate the location of the stream buffer and floodplain. Coordinate with the Plat.
MISC
Corrective Action Required
11/21/2023

Sheet C103: Show and label the location and limits of the one percent annual chance flood, as set forth on the current FEMA maps, with reference to the panel number and effective date. Elevations shall be provided if shown on the FEMA map.
MISC
Corrective Action Required
11/21/2023

Sheet C113: Call out end of road markers.
MISC
Corrective Action Required
11/21/2023

Sheet C127: Relocate notes away from the structures in the profiles to improve clarity. Enlarge and make the profile labels easier to identify. Continue throughout the plan set. Include the following note on any profile sheet applicable: “Compacted Fill shall be placed to a minimum 18” above the top of the pipe prior to installation.” Show and label the limits of the compacted fill placement in the Profile view. Use hatching for clarity.
MISC
Corrective Action Required
11/21/2023

Sheet C127: CMP end section may not be used. Add a note that any curb inlet taller than 7 feet will require special design.
MISC
Corrective Action Required
11/21/2023

Sheet C128: Relocate the Sta. 14+00 Match Line to the correct stationing.
MISC
Corrective Action Required
11/21/2023

Sheet C130: Storm sewer stub is not allowed.
MISC
Corrective Action Required
11/21/2023

Sheet C137: Add label that clearly states Stormwater BMP. Label 100-year WSE at every lot corner and structure adjacent to 100-year flow or detention.
MISC
Corrective Action Required
11/21/2023

Sheet C137: The stormwater report does not appear to match the plans for bottom of basin elevation, crest length, invert elevation, etc. Please reconcile.
MISC
Corrective Action Required
11/21/2023

Sheet C138: Review Note 3 for accuracy. Include both proposed and existing contours. Include the FEMA Firm panel number and effective date in Note 2.
MISC
Corrective Action Required
11/21/2023

Sheet C138: Please size all rear yard pipes for 100-year flow. With upsized pipes, please evaluate whether or not proper lot grading can replace the engineered swales. The goal is to eliminate as much 100-year overflow as possible. Note that the 10-year HGL must be contained within the pipe but the 100-year HGL must remain a minimum of 6” below any opening.
MISC
Corrective Action Required
11/21/2023

Sheet C139: Label drainage information on all drainage areas.
MISC
Corrective Action Required
11/21/2023

Sheet C142: The curb and gutter detail or pavement detail must show that the aggregate base and compaction of native subgrade extends a minimum of one (1) foot beyond the back of curb.
MISC
Corrective Action Required
11/21/2023

Please verify coordination of these plans with the Pryor Road Capital Improvement Plan project.
Engineering Review - Water Corrections 11/20/2023 11/20/2023
Susan Nelson, P.E.
MISC
Corrective Action Required
11/20/2023

Please correct the Lee’s Summit Water Utilities contact name and phone number (816-969-1900) on the cover sheet.
MISC
Corrective Action Required
11/20/2023

Provide 3 valves at all tees.
MISC
Corrective Action Required
11/20/2023

Sheet C307: Install a fire hydrant at Sta. 23+09.71 Line 1 instead of a flushing assembly.
MISC
Corrective Action Required
11/20/2023

Sheet C309: The maximum cover for water mains in Section 6900 is 7 feet. The water main exceeds 7 feet of cover. Water Utilities would rather have the water main go over the storm pipes than be over 7 feet deep.
MISC
Corrective Action Required
11/20/2023

Generally, open street cuts are not permitted. Please explain where proposed and why this is necessary. Public Works approval is necessary.
MISC
Corrective Action Required
11/20/2023

Please verify coordination of these plans with the Pryor Road Capital Improvement Plan project.
Engineering Review - Sanitary Corrections 11/20/2023 11/20/2023
Susan Nelson, P.E.
MISC
Corrective Action Required
11/20/2023

Please correct the Lee’s Summit Water Utilities contact name and phone number (816-969-1900) on the cover sheet.
MISC
Corrective Action Required
11/20/2023

Label the existing manhole where connecting to the system at EX. MH 1-1 (50-145) and the manhole just to the southwest EX. MH 1-0 (50-111). See 6501.H.9.c.
MISC
Corrective Action Required
11/20/2023

Remove future stub at MH 1-9. Future lines are not to be stubbed out, future pipe connections to be core-drilled (6501.E.5).
MISC
Corrective Action Required
11/20/2023

Please verify coordination of these plans with the Pryor Road Capital Improvement Plan project.
Engineer Review - Grading Corrections 11/20/2023 11/20/2023
Susan Nelson, P.E.
MISC
Corrective Action Required
11/20/2023

Please correct the Lee’s Summit Water Utilities contact name and phone number (816-969-1900) on the cover sheet.
MISC
Corrective Action Required
11/20/2023

Provide explanation for why the areas beyond this phase of development are being disturbed.
MISC
Corrective Action Required
11/20/2023

Review use of silt fence and determine if intermediate silt fence is needed.
MISC
Corrective Action Required
11/20/2023

Please verify coordination of these plans with the Pryor Road Capital Improvement Plan project.
Fees
Paid Fees Amount Paid Owing Date Paid
Site Grading Fee $11,856.93 $11,856.93 Paid 05/28/2024
Sanitary Sewer Insp Fees $6,138.56 $6,138.56 Paid 05/28/2024
Water Insp Fee $5,373.49 $5,373.49 Paid 05/28/2024
Right of Way Permit Fee $85.00 $85.00 Paid 05/28/2024
Outstanding Fees Amount Paid Owing Date Paid
Paved Surface Inspection Fee $12,815.61 $0.00 $12,815.61 Not Paid
Storm Sewer Inspection Fee $6,938.70 $0.00 $6,938.70 Not Paid
Totals: $43,208.29 $23,453.98 $19,754.31


$19,754.31    Add Fees to My Cart
Inspections

There are no inspections for this permit application.

Documents & Images
Date Uploaded File Type Document Name
11/01/2023 Plans Water Plans_Rev 0_PRSUBD20235704
11/01/2023 Plans Street & Storm Plans_Rev 0_PRSUBD20235704
11/01/2023 Engineer Report/Study Stormwater Letter_Rev 0_PRSUBD20235704
11/01/2023 Plans Site Disturbance Plans_Rev 0_PRSUBD20235704
11/01/2023 Plans Sanitary Plans_Rev 0_PRSUBD20235704
11/21/2023 Letter Applicant Letter_Rev 0_PRSUBD20235704
02/23/2024 Letter Comment Response Letter_Rev 0_PRSUBD20235704
02/23/2024 Plans Sanitary Plans_Rev 1_PRSUBD20235704
02/23/2024 Engineers Estimate Sanitary Cost Estimate_PRSUBD20235704
02/23/2024 Plans Site Disturbance Plans_Rev 1_PRSUBD20235704
02/23/2024 Engineers Estimate Site Disturbance Cost Estimate_PRSUBD20235704
02/23/2024 Plans Street & Storm Plans_Rev 1_PRSUBD20235704
02/23/2024 Engineers Estimate Street & Storm Cost Estimate_PRSUBD20235704
02/23/2024 Engineer Report/Study SWPPP_PRSUBD20235704
02/23/2024 Plans Water Plans_Rev 1_PRSUBD20235704
02/23/2024 Engineers Estimate Water Cost Estimate_PRSUBD20235704
02/23/2024 Engineer Report/Study Stormwater Letter_Rev 1_PRSUBD20235704
03/08/2024 Letter SUBD Comment Letter
04/02/2024 Letter Comment Response Letter_Rev 2_PRSUBD20235704
04/02/2024 Plans Sanitary Plans_Rev 2_PRSUBD20235704
04/02/2024 Engineers Estimate Sanitary_Cost Estimate_PRSUBD20235704
04/02/2024 Plans Site Disturbance Plans_Rev 2_PRSUBD20235704
04/02/2024 Plans Street & Storm Plans_Rev 2_PRSUBD20235704
04/02/2024 Plans Water Plans_Rev 2_PRSUBD20235704
04/02/2024 Engineers Estimate Water_Cost Estimate_PRSUBD20235704
04/17/2024 Letter SUBD Comment Letter
05/07/2024 Letter Eagle Creek Villas First Plat_Comment Response Letter_24-05-07
05/07/2024 Plans Eagle Creek Villas First Plat_Sanitary Plans_24-05-07
05/07/2024 Engineers Estimate Eagle Creek Villas First Plat_Sanitary_Cost Estimate_24-05-07
05/07/2024 Plans Eagle Creek Villas First Plat_Site Disturbance Plans_24-05-07
05/07/2024 Plans Eagle Creek Villas First Plat_Street & Storm Plans_24-05-07
05/07/2024 Plans Eagle Creek Villas First Plat_Water Plans_24-05-07
05/07/2024 Engineers Estimate Eagle Creek Villas First Plat_Water_Cost Estimate_24-05-07
05/07/2024 Engineer Report/Study Eagle Creek Villas_Storm Memo_24-05-07
05/21/2024 Activity Document Eagle Creek Villas Sanitary CV Fee Worksheet FY24
05/21/2024 Activity Document Eagle Creek Villas Water CV Fee Worksheet FY24
05/21/2024 Activity Document Eagle Creek Villas Site CV Fee Worksheet FY24
05/21/2024 Letter SUBD Comment Letter
05/23/2024 Letter SUBD MDNR SANITARY CONCURRENCE LETTER
05/23/2024 Letter SUBD MDNR WATER CONCURRENCE LETTER
05/23/2024 Approved Plans Approved Eagle Creek Villas First Plat_Sanitary Plans_24-05-23
05/23/2024 Approved Plans Approved Eagle Creek Villas First Plat_Water Plans_24-05-23
05/23/2024 Approved Plans Approved Eagle Creek Villas First Plat_Site Disturbance Plans_24-05-23
05/28/2024 Receipt Receipt for transaction:2024-004013
05/29/2024 Letter Eagle Creek Villas First Plat_Comment Response Letter_24-05-29
05/29/2024 Plans Street & Storm Plans_PRSUBD20235704
05/30/2024 Activity Document Street Storm CV Fee Worksheet_PRSUBD20235704
06/04/2024 Activity Document Signed_WATER CONCURRENCE LETTER_PRSUBD20235704
06/04/2024 Activity Document Water Model results_PRSUBD20235704
06/04/2024 Activity Document Signed_Sanitary Concurrence Letter - PRSUBD20235704 - Signed
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