Review Type |
Outcome |
Est. Completion Date |
Completed |
As-graded MDP Review
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No Comments
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06/16/2023
|
06/16/2023
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Sue Pyles, P.E.
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Record Drawings Review
|
No Comments
|
06/16/2023
|
06/16/2023
|
|
Sue Pyles, P.E.
|
|
|
As-graded MDP Review
|
Corrections
|
06/07/2023
|
06/08/2023
|
|
Sue Pyles, P.E.
|
|
|
Record Drawings Review
|
Corrections
|
06/07/2023
|
06/08/2023
|
|
Sue Pyles, P.E.
|
|
|
Engineering Review
|
Approved with Conditions
|
04/15/2022
|
04/26/2022
|
|
Sue Pyles, P.E.
|
|
|
Traffic Review
|
Approved with Conditions
|
04/15/2022
|
04/13/2022
|
|
Scott Ready
|
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|
Engineering Review
|
Corrections
|
03/08/2022
|
03/09/2022
|
|
Sue Pyles, P.E.
|
|
Corrective Action Required
Comments on the Engineer's Estimate will be sent in the next few days under separate cover.
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Corrective Action Required
Include a street sign plan.
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Corrective Action Required
Please relocate overlapping text on Sheet 12 at Sta. 10+50.00 and Sheet 13 near Sta. 0+00 in Profile views for clarity.
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Corrective Action Required
Why are all of the storm sewer street crossings using flowable fill? While allowed, it is rarely used for new construction like this due to costs.
|
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Corrective Action Required
There are several different pavement sections on this project. Each section (e.g., 26’ B-B, 28’ B-B, divided), and each will require a typical pavement section. I’ll forward an example. This example is just for information, to help explain what is required.
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|
|
Traffic Review
|
Approved with Conditions
|
03/08/2022
|
03/07/2022
|
|
Brad Cooley, P.E., RSPI
|
|
All of the islands within City R/W will require a license agreement to address maintenance responsibility.
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|
Engineering Review
|
Corrections
|
12/06/2021
|
12/07/2021
|
|
Sue Pyles, P.E.
|
|
Corrective Action Required
Please note that since the roundabout and intersection designs (Sheets 17-19) are not being provided until the second submittal, it will be a 10-day review.
|
|
Corrective Action Required
As discussed, please revise the turnaround location to be within the plat boundary in conjunction with the associated storm sewer comments, below.
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|
Corrective Action Required
Submit the following:
• Engineer's Estimate of Probable Construction Costs.
• SWPPP.
• Copy of the MDNR Land Disturbance Permit.
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|
Corrective Action Required
Sheet 1:
• KCP&L is now Evergy. Please revise the Utility contacts list accordingly.
• Dena Mezger is no longer the Public Works Director. No contact name is necessary, but Michael Park is now the PW Director.
• Please replace General Note 14 with the following: “The contractor shall contact the City’s Development Services Engineering Inspection to schedule a pre-construction meeting with a Field Engineering Inspector prior to any land disturbance work at (816) 969-1200.”
• Remove the approval signature block for the City. A stamp will be provided electronically when approved.
• “Asphalt Pavement – Existing” is shown twice in the Legend. Please delete the duplicate.
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Corrective Action Required
Sheet 2:
• Please remove “(By Others)” from the proposed water and sanitary sewer labels on this sheet and throughout the plan set. They will be constructed with this project.
• The use of text masking (if that is the correct terminology) throughout the plan set at times covers up important information and/or drawings. Please review this and all sheets for clarity.
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Corrective Action Required
Sheets 3-4:
• Please remove the utility callouts on the MDP, the line types suffice.
• Include a table showing allowable house type for each lot.
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Corrective Action Required
Sheets 8-12: See comments sent for PL2021455, Pergola Park 5th Plat ESC. Revise plans to match the ESC plan revisions.
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Corrective Action Required
Sheets 13-16:
• Please denote sidewalk to be constructed by the contractor/developer the same on every page.
• Show the sidewalk adjacent to Tract Q as being constructed by the contractor/developer.
• Show the sidewalk adjacent to all of Tract S as being constructed by the contractor/developer.
• Please note that the areas shown as future Pergola Park 6th Plat and Lumberman’s Row 1st Plat are currently unplatted and therefore require sidewalk constructed as a part of this development. In lieu of constructing the sidewalk, please note that a cash escrow for this work will be required.
• Please show underdrain in Profile views at all low points.
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Corrective Action Required
Sheet 20:
Sheets 3-4:
• Please revise the angle thru Structure 802 to be 90 degrees or greater.
• Please eliminate the stub for future connection at Structure 803. Future connections shall be core drilled.
• The 20’ U/Es shown between Lots 1 & 2 is drawn as a 15’ width easement, but labeled both as a 15’ D/E and a 20’ U/E. Please clarify.
• Why is the end section at Structure 800 shown both angled and straight? Please clarify. Future Structure 1600 is shown the same way.
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Corrective Action Required
Sheet 21:
• Please shown the design HGL in the Profile views.
• Please show all utility crossings in the Profile views.
• Structure 501 does not meet the requirement of a minimum 0.5’ drop through the structure. Please revise.
• Please note that only storm sewer included in the 5th Plat has been reviewed at this time.
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|
Corrective Action Required
Sheet 24: Please include standard pavement sections for all different pavement configurations. The sidewalk note (1 side only) included is incorrect.
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|
Corrective Action Required
Sheets 25 & 26: Field Inlet (STM-2) and Junction Box (STM-3) are not used, please remove.
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|
|
Traffic Review
|
Corrections
|
12/03/2021
|
12/01/2021
|
|
Brad Cooley, P.E., RSPI
|
|
Corrective Action Required
All of the islands within City R/W will require a license agreement to address maintenance responsibility.
|
|
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