Review Type |
Outcome |
Est. Completion Date |
Completed |
Engineering Review
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No Comments
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05/02/2017
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05/03/2017
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Gene Williams, P.E.
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Traffic Review
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No Comments
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05/02/2017
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05/01/2017
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|
Michael Park
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Traffic Review
|
Corrections
|
04/14/2017
|
04/17/2017
|
|
Gene Williams, P.E.
|
|
Corrective Action Required
Revise the northbound left-turn lane at Tudor Road to designate as U-turn (change left-turn arrows to U-turn and provide appropriate U-turn signs). The U-turn does not accommodate trucks, consequently signing should be provided to indicate no trucks on the u-turn sign(s).
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Engineering Review
|
No Comments
|
04/14/2017
|
04/14/2017
|
|
Gene Williams, P.E.
|
|
|
Engineering Review
|
Corrections
|
03/23/2017
|
03/24/2017
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|
Gene Williams, P.E.
|
|
Corrective Action Required
All Sheets: There seemed to be a lack of street labeling throughout the plan set. Please go through the plan set and provide labeling of the street names, including cross-streets.
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Corrective Action Required
Font size is very small on the profile views, and cross-section sheets to the extent that they will be illegible on the half size plan set. Please enlarge font size to the point where they are legible on the half size set.
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Corrective Action Required
Sheet C101, and C102: Call-outs are provided for ADA-accessible ramps, but only a generic, out-of-date detail is shown. The City of Lee's Summit does not use the KCAPWA standard details for ADA-accessible ramps, and therefore, these details should be removed. Site-specific details should be provided for each ADA-accessible ramp. They should be designed in accordance with Section 5300 of the City of Lee's Summit Design and Construction Manual.
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Corrective Action Required
Sheet C201: There appears to be a conflict in what is existing versus what is proposed. The profile view of Storm Line C shows an existing 15" RCP, but another note to the right states "connect to existing 15" HDPE". Regardless of whether the RCP is existing or the HDPE is existing, the existing pipe should be extended with the same material. Connecting different pipe material with a Fernco does not appear to be a good solution. This would also pertain to Storm Line B, D, and E.
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Corrective Action Required
Sheet C201: Storm Line A shows an existing box culvert with a slope of 0.02%. Is this a typographical error?
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Corrective Action Required
What is meant by the label "remove plug" on the existing RCP? How were these pipes plugged? Are all of the pipes plugged? There is concern that the "plug" may not be removable without destroying the pipe.
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Corrective Action Required
Should the notation discussed in the above comment (i.e., plug removal) be added to subsequent sheets?
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Corrective Action Required
Sheet C501: Please revise the typical pavement section for the widened portion and the full width pavement section as per the email dated Mar. 7, 2017 from Ryan Fuller to Mike Weisenborn.
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Corrective Action Required
Sheet C501: Concrete sidewalk typical section should include non-reinforced KCMMB concrete 4" thick. The aggregate layer is correct.
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Corrective Action Required
Sheet C501: The section entitled "Sidewalk with Grass Parkway" shows 5" of P.C. Concrete at 2.0%. This should be revised to 4" of KCMMB concrete at 1.5% in accordance with Section 5300 of the City of Lee's Summit Design and Construction Manual.
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Corrective Action Required
Sheet C502: Please remove the PCC Sidewalk Ramp Details since the City of Lee's Summit does not recognize the KCAPWA standard details for ADA-accessible ramps. A generic detail is not adequate, and a site-specific design for each ADA-accessible ramp is required.
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Corrective Action Required
Sheet C502: Please remove any "PC Concrete Pavement Joint Details" that are not part of this project, and please remove the expansion joint and transverse construction joint from the "PCC Sidewalk Joint Details".
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Corrective Action Required
Sheet C502: Sidewalk at Back of Curb is shown with reinforcing steel. All sidewalk should be non-reinforced KCMMB concrete, 4" thick with a 4" leveling course. Only at ADA-accessible ramps does the thickness increase to 6" with tie bars.
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Corrective Action Required
Please add sufficient notes which indicate that the field inlets to the east of the new curb inlets will be connected to the curb inlets.
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Traffic Review
|
Corrections
|
03/23/2017
|
03/23/2017
|
|
Michael Park
|
|
Corrective Action Required
Review the truck turning movement from westbound Donavan to southbound Ward. The median on the south side of the intersection along Ward may need to move farther south.
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Corrective Action Required
Drive 3 Entrance location should not be within the right-turn lane along Ward Road for Tudor Road. Continuous right-turn lanes for driveways are not permitted.
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Corrective Action Required
Why is there a short northbound left-turn lane along Ward Road at Tudor Road proposed? There is no approach (nor will there be in the future) on the west side of Ward Road.
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Corrective Action Required
The southbound lef-turn lane along Ward Road at Tudor Road appears unnecessary or inconsistent with the constructed left-turn lane in association with the Tudor Road Project.
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Corrective Action Required
Need to maintain the pedestrian crossing of Ward Road on the north side of Tudor Road intersection. The ramp in the southeast corner of this intersection should be directional crossing Tudor Road, not diagonal into the intersection.
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Corrective Action Required
Refer to Lee's Summit standard marking, signing, and traffic control details in the plans (not MoDOT). Adjust markings as required to meet the City standards. Do not use ONLY markings for the right-turn lanes in this application.
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Corrective Action Required
Show temporary traffic control plan.
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Corrective Action Required
There should not be stop lines along Ward Road where there are no stop signs or traffic signals. Markings and signs will be reviewed in more detail upon resubmittal.
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Corrective Action Required
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