Planning Application Status

PL2022325




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Summary
PL2022325
Orchard Woods - Streets, Stormwater, and Master Drainage Plan
Engineering Plan Review
Engineering Plan Review
Approved
09/07/2022
ENTRES DEVELOPMENT LLC
Locations
Address
4000 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4004 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4008 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4012 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4016 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4020 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4100 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4104 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4108 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4112 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4116 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
1200 NE PIEDMONT DR, LEES SUMMIT, MO 64064

Address
1204 NE PIEDMONT DR, LEES SUMMIT, MO 64064

Address
1208 NE PIEDMONT DR, LEES SUMMIT, MO 64064

Address
1212 NE PIEDMONT DR, LEES SUMMIT, MO 64064

Address
1216 NE PIEDMONT DR, LEES SUMMIT, MO 64064

Address
1217 NE PIEDMONT DR, LEES SUMMIT, MO 64064

Address
1213 NE PIEDMONT DR, LEES SUMMIT, MO 64064

Address
1209 NE PIEDMONT DR, LEES SUMMIT, MO 64064

Address
1205 NE PIEDMONT DR, LEES SUMMIT, MO 64064

Address
1201 NE PIEDMONT DR, LEES SUMMIT, MO 64064

Address
1200 NE APPLE GROVE CT, LEES SUMMIT, MO 64064

Address
1204 NE APPLE GROVE CT, LEES SUMMIT, MO 64064

Address
1208 NE APPLE GROVE CT, LEES SUMMIT, MO 64064

Address
1212 NE APPLE GROVE CT, LEES SUMMIT, MO 64064

Address
1216 NE APPLE GROVE CT, LEES SUMMIT, MO 64064

Address
1213 NE APPLE GROVE CT, LEES SUMMIT, MO 64064

Address
1209 NE APPLE GROVE CT, LEES SUMMIT, MO 64064

Address
1205 NE APPLE GROVE CT, LEES SUMMIT, MO 64064

Address
1201 NE APPLE GROVE CT, LEES SUMMIT, MO 64064

Address
1200 NE CIDER MILL DR, LEES SUMMIT, MO 64064

Address
4009 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4005 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Address
4120 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Property
43600232500000000

Property
43600232400000000

Property
43600232300000000

Property
43600232200000000

Property
43600232100000000

Property
43600232000000000

Property
43600231900000000

Property
43600231800000000

Property
43600231700000000

Property
43600231600000000

Property
43600232600000000

Property
43600231100000000

Property
43600231200000000

Property
43600231300000000

Property
43600231400000000

Property
43600231000000000

Property
43600430700000000

Property
43600430800000000

Property
43600430900000000

Property
43600430600000000

Property
43600430100000000

Property
43600430500000000

Property
43600430200000000

Property
43600430400000000

Property
43600430300000000

Property
43600231500000000

Property
43600431500000000

Property
43600431200000000

Property
43600431300000000

Property
43600431100000000

Property
43600431400000000

Property
43600431000000000

Property
43600530300000000

Property
43600530200000000

Property
43600530100000000

Address
4001 NE APPLE GROVE DR, LEES SUMMIT, MO 64064

Contacts
Daniel Villanueva, Address:424 BROCKTON DR NE, Phone:(310) 760-6205  
Doug Ubben, Address:Phelps Engineering, Phone:(913) 393-1155  
Scott Ready, Phone: 8169691225  
ENTRES DEVELOPMENT LLC, Address:424 NE BROCKTON DR  
Reviews
Review Type Outcome Est. Completion Date Completed
Record Drawings Review No Comments 03/13/2024 03/14/2024
Sue Pyles, P.E.
Traffic Review No Comments 03/21/2024 03/07/2024
Scott Ready
Record Drawings Review Corrections 03/13/2024 03/06/2024
Scott Ready
Traffic Review No Comments 03/13/2024 03/06/2024
Scott Ready
Record Drawings Review Corrections 03/04/2024 02/27/2024
Sue Pyles, P.E.
Traffic Review No Comments 03/12/2024 02/27/2024
Scott Ready
Record Drawings Review Corrections 02/05/2024 02/06/2024
Sue Pyles, P.E.
Traffic Review No Comments 01/30/2024 01/24/2024
Scott Ready
Record Drawings Review Corrections 01/12/2024 01/12/2024
Sue Pyles, P.E.
Engineering Review No Comments 08/11/2023 08/05/2023
Sue Pyles, P.E.
MISC
Corrective Action Required
08/04/2023

Revision to estimate required. Comments emailed to the engoineer.
Traffic Review No Comments 08/18/2023 08/04/2023
Scott Ready
Engineering Review Corrections 08/03/2023 08/04/2023
Sue Pyles, P.E.
MISC
Corrective Action Required
08/04/2023

Revision to estimate required. Comments emailed to the engoineer.
Traffic Review No Comments 08/03/2023 07/20/2023
Scott Ready
Engineering Review Corrections 07/03/2023 07/05/2023
Sue Pyles, P.E.
Corrective Action Required
07/05/2023

Submit an updated Engineer's Estimate of Probable Construction Costs.
Corrective Action Required
07/05/2023

The comment response letter indicates that swale depths have been revised, but this submittal matches the previous submittal. Please review.
Corrective Action Required
07/05/2023

Include TRM in Swales A & C. This is not dependent on shear stress calculations.
Corrective Action Required
07/05/2023

Add 100-yr WSE at each inlet that water is above the opening and at each property corner.
Corrective Action Required
07/05/2023

The MBOE shall be 2’ above the 100-yr WSE. On lots that slope from back to front, there is typically a berm that meets the MBOE elevation requirement so the house doesn’t have to be unreasonably high. Another solution, where possible, is to contain the 100-yr flow within the pipe system.
Corrective Action Required
07/05/2023

Include 100-year drainage and inlet calculations.
Corrective Action Required
07/05/2023

Add dimensions to the Outlet Structure detail to clarify which side is which width.
Traffic Review No Comments 06/30/2023 06/16/2023
Scott Ready
Engineering Review Corrections 05/19/2023 05/22/2023
Sue Pyles, P.E.
Corrective Action Required
05/22/2023

Sheet 2: Please revise General Note 7 to remove “upon request” from the last sentence.
Corrective Action Required
05/22/2023

The Grading Plan on Sheet 4 and the Master Drainage Plan on Sheet 20 each include portions of what the City requires for a “Master Drainage Plan.” Please review Design and Construction Manual LS Section 5600. The City’s added subparagraphs to APWA Section 5601.8.A provides a specific list of requirements. Sometimes we see all of the information placed on one sheet in a plan set, and sometimes we see it multiple sheet (e.g. Master Drainage Plan Sheets 1-3 within the overall plan set). Please revise the plans to provide a Master Drainage Plan (MDP) that meets City requirements.
Corrective Action Required
05/22/2023

Sheet 11: What is the “Driveway Asphalt Paving Section” detail specifically in reference to?
Corrective Action Required
05/22/2023

Sheets 13-15: • Please label the street names in Plan views. • The 10-year HGL must be contained within the pipe. If the 100-year HGL is not 6” or more from the opening of an inlet, an overflow path must be provided. • CMP end sections are not allowed Please revise Structures 10, 18, and 52 accordingly. • NE Apple Grove Court does not require RCP storm sewer pipe for the Structure 12-13 street crossing. It is allowed, just not required by the City.
Corrective Action Required
05/22/2023

Sheet 16: The Outlet Control Detail on this sheet doesn’t match the Special Outlet Structure #60 shown on Sheet 17. Please revise as needed.
Corrective Action Required
05/22/2023

Sheet 18: • How will the area shown on the drainage map all get into Structure 50? The grading doesn’t indicate that it will be possible. Please clarify. • With the storm sewer alignment as shown, there are several areas of concern which are listed below. Please review and revise as necessary: o Structure 30, as the upstream end of the storm sewer, has a large drainage area. The would better be handled by adding an additional inlet upstream. o Bypass from inlets upstream of the sump at Structures 16 & 17 is likely to pond enough to be dangerous. Please revise the drainage directed to these inlets and provide calculations to show the extent of the maximum ponding. The calculations can be separate from the plan set. o Structure 40 does not seem likely to capture all of the flow directed to it. Please address. o Please review the swales shown with respect to 100-year flow depth. For swales that go between houses, please try to minimize depth of flow.
Traffic Review No Comments 05/19/2023 05/02/2023
Scott Ready
Engineering Review Corrections 02/23/2023 02/27/2023
Sue Pyles, P.E.
Corrective Action Required
02/27/2023

General: • Submit an Engineer’s Estimate of Probable Construction Costs. • The storm sewer in this plan set is all public. Please delete or revise references to private throughout the plan set. • Based on the number and type of comments, the next review will be a 10-day review.
Corrective Action Required
02/27/2023

Sheet 2: Submission of show drawings to the field inspector is required. Please revise General Note 7 accordingly.
Corrective Action Required
02/27/2023

Sheet 3: Please include an updated Summary of Quantities with the final submission.
Corrective Action Required
02/27/2023

Sheet 4: • Please include the dotted line in the Legend. • Please include required swale grading design information on this sheet.
Corrective Action Required
02/27/2023

Sheets 5-7: Underdrains are required at all low points. This is usually done by adding a note, “Install underdrain as per APWA detail UD-1” or similar. Include UD-1 to the plan set.
Corrective Action Required
02/27/2023

Sheet 5: Label the roadway east of Sta. 4+20.68 as future in the Profile view.
Corrective Action Required
02/27/2023

Sheet 7: Include end of road markers on NE Cider Mill Drive.
Corrective Action Required
02/27/2023

Sheets 8-10: • In lieu of Type B ramps, consider revising the sidewalk alignment in order to connect the two sidewalks similar to the SE corner of Orchard Valley and Lakewood Way. This would allow the use of Type A ramps, which are always preferable. • Type B ramps have been labeled as Type A ramps. Please either revise the label or revise the ramp type as per the above comment. • Please relocate all overlapping text for clarity. • Replace all “???” with design info. • Provide a specific ADA ramp design at each location. The specific designs must include, at a minimum, the design details specified in Section 5304.8 of the Design and Construction Manual. Elevation call-outs, although required, are not sufficient. Other design details specified in this section are required, including slope call-outs which comply with the criteria listed in Table LS-5, and section views specified in 5304.8.
Corrective Action Required
02/27/2023

Sheet 11: Orchard Valley Drive and Apple Grove Drive are classified as Residential Collectors. There are no Commercial Collectors on this project. Please update this sheet as necessary.
Corrective Action Required
02/27/2023

Sheets 12-14: • Please include the design HGL in Profile views. • Please add a storm sewer general layout to the plan set.
Corrective Action Required
02/27/2023

Sheet 12: • Provide a north arrow and scale for Line 1, as the orientation differs from Line 4. • Please relocate Structure #10 number for clarity. • HDPE is not allowed for collector crossings. Please revise the Str. 15-16 pipe material.
Corrective Action Required
02/27/2023

Sheet 14: • Please include the structure numbers for Str. 60 & 61 in Plan view. • Please include information about removing and replacing the existing end section with Structure 61 in Plan view. • Please include information about the existing pipe at Structure 61 in Profile view.
Corrective Action Required
02/27/2023

Sheet 18: • Show and label the emergency spillway location in Plan view. • Please include the 2-yr WSE in place of the 1-year WSE. • The outlet structure openings shown on this sheet do not match those included in the Stormwater Report. Please revise as appropriate. • The outlet structure design does not match the design included in the Stormwater Report. Please revise as appropriate. • Please label the dimension of concrete between the 84” x 9” opening and the top slab.
Corrective Action Required
02/27/2023

Sheet 20: • Please include both the design event calculations and the 100-year event, if different. • Please include inlet calculations. • The overall storm sewer design will be reviewed when inlet bypass and gutter spread information has been included with the inlet calculations.
Corrective Action Required
02/27/2023

Sheet 21: • All engineered swales are now required to be lined with a TRM of suitable design duration. Please add that information. • Replace all “???” with design info.
Traffic Review No Comments 02/23/2023 01/25/2023
Scott Ready
Engineering Review Corrections 01/13/2023 01/13/2023
Sue Pyles, P.E.
Traffic Review No Comments 01/13/2023 01/09/2023
Brad Cooley, P.E., RSPI
Traffic Review Corrections 12/08/2022 12/08/2022
Sue Pyles, P.E.
Corrective Action Required
12/06/2022

Sheet 5-7 - Please provide horizontal curve data.
Corrective Action Required
12/06/2022

Sheet 5 - Minimum K value for sag curve on Residential Collector is 37 (Sta. 5+73.84).
Corrective Action Required
12/06/2022

Sheet 7 - Minimum K value for sag curve on a Local is 26 (Sta. 1+19.36).
Engineering Review Corrections 12/08/2022 12/08/2022
Sue Pyles, P.E.
Corrective Action Required
12/08/2022

General: • Submit an Engineer's Estimate of Probable Construction Costs. • These plan sheets are also included in the Mass Grading and ESC plan set. Please review those comments and make any necessary revisions to this plan set based on those comments as necessary. • The storm sewer design was not reviewed at this time. Please submit a final stormwater study with the resubmittal. • The second review for this plan set will require a 10 business day review period due to the plans lacking information. • Include a sign plan.
Corrective Action Required
12/08/2022

Sheet 4: • Show and label the 100-yr WSE on this sheet and throughout the plan set. • Grading is shown extending onto the adjacent lot, Lot 6 Savannah Ridge 1st Plat. No information is shown regarding what will be done due to existing features. Please clarify. • Please see Design and Construction Manual Lee’s Summit Section 5601.8.A and incorporate all required information into a Master Drainage plan within this set of plans. • The fringe drainage along the west edge of the property is being directed in a different direction than it is currently. Please provide additional information to ensure it will not cause any negative effects to the adjacent properties.
Corrective Action Required
12/08/2022

Sheets 5-7: • Provide underdrains at all low points. • Show information on connection to existing streets, such as a saw cut line and any required notes. • It is unclear how the entrance to the water tower will connect with the proposed street. • Include the Lakewood Way stationing at the Sta. 0.00.00 NE Orchard Drive label in Profile view. • Revise the street name title on Sheet 6. • Include ADA-accessible route details, using the City of Lee’s Summit design standards, across intersections under stop control. In addition, the profile view of the roadway sections must be updated to clearly show the locations of these stop controlled intersections.
Corrective Action Required
12/08/2022

Sheets 8-10: No information is provided on these sheets.
Corrective Action Required
12/08/2022

Sheets 11-13: A complete review has not been done. However, some comments follow: • Include rip-rap dimensions for constructability. • Include rip-rap calculations to verify the design is adequate. • 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. • Please show the hydraulic grade line for the design storm on the profile view of the storm system. If the pipe cannot manage the 100 year event without surcharging, then a suitable overflow route must be established for the excess. Finish floor elevations must be a minimum of 2 feet higher than the calculated 100 year water surface elevation. • Please relocate overlapping text for clarity on Line 2 Plan and Profile views. • Please clarify the Line 2 connection to the existing storm sewer. It is referred to as both proposed and existing in the labels.
Corrective Action Required
12/08/2022

Sheets 14-16: • Include a pavement design section. • 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.
Corrective Action Required
12/08/2022

Sheet 17: No information is provided on this sheet.
Corrective Action Required
12/08/2022

Sheet 18: Please revise notes on this sheet to refer the correct city, process, and reference documents.
Corrective Action Required
12/08/2022

Sheet 19: Please look at ways to make this exhibit a bit larger and more clear. Perhaps rotate and scale back some line weights, for example. Locate drainage area information where it won’t block drainage area boundaries.
Corrective Action Required
12/08/2022

Sheet 20: Storm Drainage Calculations are incomplete. Please include pipe and inlet calculations for all storm structures for both the 100-yr event and the design event, if different.
Corrective Action Required
12/08/2022

Sheets 21-24: These plan sheets are also included in the Mass Grading and ESC plan set. Please review those review comments and make any necessary revisions to this plan set based on those comments as are necessary.
Corrective Action Required
12/08/2022

Sheet 25: No information is provided on this sheet.
Hearings

There are no hearings for this planning application.

Documents & Images
Date Uploaded File Type Document Name
11/16/2022 Plans Street and Storm Sewer Plans_V1_20221116
12/08/2022 Letter DE-Comment Letter (Engineering Plans)
12/22/2022 Letter Street and Storm Comment Letter Responses
12/22/2022 Plans Street and Storm Sewer Plans_V2_20221221
01/13/2023 Email PL2022325 Orchard Woods Street_Storm Review
01/25/2023 Engineer Report/Study 2023-01-20 Final Stormwater Report
02/27/2023 Letter DE-Comment Letter (Engineering Plans)
05/02/2023 Engineers Estimate OPC - Onsite Street and Storm
05/02/2023 Letter Street and Storm Comment Letter Responses_V2_20230501
05/02/2023 Plans Street and Storm Sewer Plans_V3_20230424
05/02/2023 Engineer Report/Study 2023-05-01 Final Stormwater Report
05/22/2023 Letter DE-Comment Letter (Engineering Plans)
06/16/2023 Letter 2023-06-16 Street and Storm Comment Response Letter
06/16/2023 Engineer Report/Study Inlet Analysis
06/16/2023 Plans Street and Storm Sewer Plans_V4_20230615
07/05/2023 Letter DE-Comment Letter (Engineering Plans)
07/20/2023 Letter 2023-07-20 Street and Storm Comment Response Letter
07/20/2023 Engineers Estimate OPC 07-20-2023 - Onsite Street & Storm
07/20/2023 Plans Street and Storm Sewer Plans_V5_20230720
08/04/2023 Engineers Estimate OPC 08-04-2023 - Onsite Street & Storm
08/05/2023 Activity Document Fees PL2022325 Orchard Woods Street Storm
08/05/2023 Approved Plans Orchard Woods Street Storm MDP Approved 08 05 23
10/13/2023 Approved Plans Orchard Woods Street Storm Revised Curbs Approved 10 13 23
01/05/2024 Engineer Report/Study BMP Establishment & Maintenance
01/05/2024 Plans Orchard Woods Street & Storm As-Built Submittal - DRAFT
01/12/2024 Email Orchard Woods Record Drawing Comments
01/23/2024 Engineer Report/Study BMP Establishment & Maintenance 2024-01-23
01/23/2024 Plans Orchard Woods Street & Storm As-Built Submittal - DRAFT Rev 1
02/06/2024 Email Orchard Woods MDP & Detention Basin As-Built and Street_Storm Record Drawing Comments
02/27/2024 Plans 2024-02-21 Orchard Woods - Street and Storm As-Builts
02/27/2024 Plans Master Drainage Plan - As-Built
02/27/2024 Email Orchard Woods
03/06/2024 Plans 2024-03-06 Orchard Woods - Street and Storm As-Builts
03/06/2024 Plans Master Drainage Plan - As-Built
03/07/2024 Plans 2024-03-07 Orchard Woods - Street and Storm As-Builts
03/07/2024 Plans Master Drainage Plan - As-Built
03/25/2024 Accepted MDP PARTIAL Accepted Master Drainage Plan - As-Built
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