Planning Application Status

PL2017092




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Summary
PL2017092
The Grove at Lee's Summit LLC - Phase 1A - 16th Street Widening
Engineering Plan Review
Engineering Plan Review
Void
04/21/2017
New design engineer (George Butler and Associates) was assigned this project by the developer. Hence, this application is void
Locations
Contacts
BHC RHODES, Address:7101 COLLEGE BLVD, SUITE 400, Phone:(816) 898-6607  
Reviews
Review Type Outcome Est. Completion Date Completed
Traffic Review Corrections 05/19/2017 05/22/2017
Michael Park
Corrective Action Required
05/22/2017

Eliminate the center line pavement marking from 16th Street.
Corrective Action Required
05/22/2017

Verify the typical section 7' existing pavement north of centerline is consistent with the location of sawcut and widening depicted on the plans.
Engineering Review Corrections 05/19/2017 05/19/2017
Gene Williams, P.E.
Corrective Action Required
05/23/2017

Please add a note stating "...all construction shall follow the City of Lee's Summit Design and Construction Manual. Where discrepancies exist between these plans and the Design and Construction Manual, the Design and Construction Manual shall prevail."
Corrective Action Required
05/23/2017

Please be aware that no plans were provided for the connection to MoDOT right of way near M-291. Will there be any additional work in MoDOT right of way? This will require separate review and approval by MoDOT.
Corrective Action Required
05/23/2017

All Sheets: 15 inch storm lines are the minimum size allowed in the City of Lee's Summit, but 12 inch storm lines are called-out. In addition, CMP is called-out, but if used, must follow the standards set forth in the Design and Construction Manual, including the requirement that the CMP be aluminized. Is there a reason that HDPE or RCP is not being specified?
Corrective Action Required
05/23/2017
Corrective Action Required
05/23/2017

All Profile Sheets: The hydraulic grade line for the design storm must be shown.
Corrective Action Required
05/23/2017

All Sheets: Private entrances are called-out as being replaced with granular material. The private entrances should be replaced with KCMMB concrete, from the street to the right of way line.
Corrective Action Required
05/23/2017

All Sheets Showing Grading: Contours were not labeled, and the contour interval was not shown. Please label contours and provide a contour interval.
Corrective Action Required
05/23/2017

Ensure that minimum slopes within swales are achieved.
Corrective Action Required
05/23/2017

Sheet C11.0: The typical section should include a layer of geogrid beneath the granular sub-base.
Corrective Action Required
05/23/2017

Sheet C12.0: The trench-and-backfill method for silt fence installation is not allowed within Lee's Summit. Please specify machine-laid silt fence.
Corrective Action Required
05/23/2017

Provide notes on the traffic control plan stating that adequate notice shall be given, and appropriate right of way permits shall be obtained for the work.
Corrective Action Required
05/23/2017

Provide a typical section view of the pipe trenching.
Corrective Action Required
05/23/2017

Has there been a condition survey of the existing pavement to conclude whether or not a mill and overlay is warranted? It would appear there are instances of alligator cracking in selected areas.
Hearings

There are no hearings for this planning application.

Documents & Images
Date Uploaded File Type Document Name
05/24/2017 Letter PW-Comment Letter (Engineering Plans)
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