Planning Application Status

PL2019229




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Summary
PL2019229
TACO BELL WOODS CHAPEL - Public Water Main Relocation
Engineering Plan Review
Engineering Plan Review
Approved
07/01/2019
WOODS CHAPEL INVESTORS LLC
Locations
Contacts
BHC RHODES, Address:7101 COLLEGE BLVD, SUITE 400, Phone:(816) 898-6607  
WOODS CHAPEL INVESTORS LLC, Address:4520 MAIN ST STE 1600  
Reviews
Review Type Outcome Est. Completion Date Completed
Engineering Review Approved with Conditions 09/16/2019 09/17/2019
Gene Williams, P.E.
Engineering Review Corrections 09/06/2019 09/05/2019
Gene Williams, P.E.
Corrective Action Required
09/05/2019

Thrust blocks are called-out throughout the project, but the plans call for the use of restrained joints rather than thrust blocks. Please reconcile this discrepancy. However, it appears thrust blocks will be required where the new water main is being connected to the old water main (e.g., the north connection point, and the south connection point).
Corrective Action Required
09/05/2019

Megalugs are not considered restrained joints. The note on Sheet 2, Note 4 appears to reference the use of Megalugs. In the City of Lee's Summit, Megalugs can only be used as a temporary measure during concrete thrust block curing, in order to allow the line to be brought back into service in a reasonable timeframe. Please see Section 3900 of the Design and Construction Manual for specific references to restrained joints, or alternatively, reference the City of Lee's Summit standards, with a note specifically prohibiting Megalugs as being considered restrained joints.
Corrective Action Required
09/05/2019

What is the plan for abandonment of the water line that is to be taken out of service? If a water main is indicated for abandonment, it shall be abandoned by removal and backfill if required or by plugging each end of the line segment. To plug each end of the line segment, a section of pipe at least 10 feet long shall be cut out of the existing line. The water shall be drained out to the fullest extent practicable, and the ends shall be sealed with a 1-foot thick plug of non-shrink grout sealed with a Portland cement grout.
Corrective Action Required
09/05/2019

Sheet 3 and 4: Trust [Thrust] blocks are called-out as being required in Note 1. Note 1 also references Sheet 10 thrust block details, but no such detail is shown on Sheet 10.
Corrective Action Required
09/05/2019

Sheet 3: Note 4 states that pipe will be recycled to the extent possible. What does this mean? As previously commented in the previous applicant letter, recycled pipe shall not be used for this project.
Corrective Action Required
09/05/2019

The previous applicant letter (i.e., comment #2) contained specific references to epoxy-coated ductile iron fittings for the water line. It appears there are no such references to the epoxy-coated ductile iron fittings contained anywhere in the plan set.
Engineering Review Corrections 07/16/2019 07/16/2019
Gene Williams, P.E.
Corrective Action Required
07/16/2019

Our records indicate the existing water line is 8 inch, not a 6 inch.
Corrective Action Required
07/16/2019

Sheet 2: Note #4 discusses bituminous coated fittings and cement mortar lined interior. The City of Lee's Summit requires these fittings to be epoxy-coated. This includes the interior and exterior of all fittings. In addition, the call-out for the specification is incorrect. Please see Section 3901C(5)b for specific call-outs.
Corrective Action Required
07/16/2019

Why is a different trench being constructed for this water line? As shown, there is not enough horizontal distance between lighting poles and the new water line. A minimum distance of no less than what currently exists is allowed. Typically, for new installations, a minimum of 10 feet is required.
Corrective Action Required
07/16/2019

Why is the existing ductile iron pipe being called-out as being reused? The City does not allow reuse of ductile iron pipe. New C900 should be specified.
Corrective Action Required
07/16/2019

Why is a wye connection being proposed at station 0+74?
Hearings

There are no hearings for this planning application.

Documents & Images
Date Uploaded File Type Document Name
07/01/2019 Plans WATER MAIN IMPROVEMENTS
07/16/2019 Letter DE-Comment Letter (Engineering Plans)
09/09/2019 Letter Resubmittal Routing Sheet
09/10/2019 Plans TB - Woods Chapel Water Main 2019-09-06
09/17/2019 FeeWSPublicWaterMainRelocate
09/25/2019 Letter DE-Engineering Plans Approval Letter
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