| Review Type |
Outcome |
Est. Completion Date |
Completed |
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Engineering Review
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No Comments
|
10/18/2021
|
10/18/2021
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|
Sue Pyles, P.E.
|
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Engineering Review
|
No Comments
|
06/03/2021
|
06/07/2021
|
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|
Sue Pyles, P.E.
|
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Engineering Review
|
No Comments
|
09/24/2019
|
09/24/2019
|
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|
Sue Pyles, P.E.
|
|
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Engineering Review
|
Corrections
|
05/30/2019
|
06/05/2019
|
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|
Sue Pyles, P.E.
|
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|
Corrective Action Required
Update clouding and revision table in the title block to reflect the most recent revision, the addition of WSEs.
|
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|
Engineering Review
|
Corrections
|
05/20/2019
|
05/20/2019
|
|
|
Sue Pyles, P.E.
|
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|
Corrective Action Required
Include the 100-yr WSE at each property corner for lots adjacent to swales.
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|
Traffic Review
|
No Comments
|
05/20/2019
|
05/16/2019
|
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|
Sue Pyles, P.E.
|
|
|
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|
Engineering Review
|
Corrections
|
02/19/2019
|
03/08/2019
|
|
|
Sue Pyles, P.E.
|
|
|
Corrective Action Required
Sheet C.201:
• The grading plan indicates a swale along the rear of Lots 116-126. Show and label the begin and end swale locations and include the swale typical section and design information. Provide the same for each change of swale section.
• Since all lots have MBOEs designated, it would be more consistent to include that information in the MBOE table and not as labels on individual lots.
• The MBOE at the Lot 113/114 lot corner appears that it should be 1012.66. Review and revise if needed.
• The MBOEs for Lot 115 Rt and Lot 116 Lt should match. Please revise.
• The MBOEs for Lot 120 Rt and Lot 121 Lt should match. Please revise.
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|
Engineering Review
|
Corrections
|
01/11/2019
|
01/11/2019
|
|
|
Sue Pyles, P.E.
|
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|
Corrective Action Required
Sheet C.001: As previously requested, update the Utility Companies list to refer to Development Engineering Inspections at 816-969-1200.
|
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|
Corrective Action Required
Sheet C.201:
• As previously requested, include an MBOE for each lot. This is required for all lots, not just lots that have MBOEs set by adjacent 100-year water surface elevations.
• As previously requested, include the 100-year WSE at each property corner for lots adjacent to swales (not just Line 5). Verify that the MBOEs for those lots meet the requirements based on both property corner 100-year WSEs.
• Include specific swale begin and end locations and provide a typical section and design information for each swale. If the swale section changes along the way, specify the location of transition and provide swale information for each cross-section.
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|
Corrective Action Required
Sheet C.205:
• Include elevation and slope design elevations for the turning space in the Ramp 3 detail.
• Include detectable warnings in the ADA Ramp detail.
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|
Corrective Action Required
Sheet C.301: As previously requested, revise CI 1-5 in the Line 1 profile view to graphically match the top elevation shown.
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|
Corrective Action Required
Revise the 36” HDPE quantity in the engineer’s estimate, it appears to not include the line segment between CI 1-2 & 1-3.
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|
Engineering Review
|
Corrections
|
09/21/2018
|
09/25/2018
|
|
|
Sue Pyles, P.E.
|
|
|
Corrective Action Required
Sheet C.001:
• Update Street & Storm Sewer Note 1 to reflect the correct street names for this project and only include the street classification for this project.
• Update Street & Storm Sewer Note 2 to only include the street classification for this project.
• Update Street & Storm Sewer Note 4 to only include structures for this project
• Update General Note 4 and the Utility Companies list to refer to Development Engineering Inspections at 816-969-1200.
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Corrective Action Required
Sheet C.050-C.052:
• Include inlet protection in the Legend.
• Add silt fence along the adjacent Lot 56.
• Revise the plat boundary to match the final plat on these sheets and throughout the plan set.
• Label Tract Q on these sheets and throughout the plan set.
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|
Corrective Action Required
Sheet C.100:
• Label the storm sewer structures.
• Revise the detention label to show it as existing and include the plat name on this sheet and throughout the plan set.
• Extend the sidewalk through Lot 112, terminating with an ADA accessible ramp on Lot 112 adjacent to the Lot 112/113 lot line. Reflect this change throughout the plan set and include a note requiring the ramp to be constructed with the infrastructure.
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Corrective Action Required
Sheet C.200: Show the contours in the adjacent plats as shown on Sheet C.202, and make sure all proposed contours tie back in with existing contours.
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Corrective Action Required
Sheet C.201:
• Include an MBOE and basement type (e.g.; standard, daylight, walkout) for each lot on the Master Drainage Plan.
• Include 100-year WSE at each field inlet and each property corner on Lots adjacent to the swale. Elevate the MBOEs for these lots so they are a minimum of 2.0 feet above the 100-year WSE.
• Lot 127 is missing a finished grade elevation at the right rear lot corner.
• Lot 128 has a finished grade elevation of ??? at the left rear lot corner.
• Revise the overlapping text in the spot grades on the Lot 129/130 rear lot corner.
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|
Corrective Action Required
Sheet C.203:
• This sheet number, as shown, is incorrect. Please revise.
• Include cul-de-sac radius information.
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|
Corrective Action Required
Sheet C.204: This sheet is included in the plan set twice, once with contours shown and once without. Please only include one version of this sheet.
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|
Corrective Action Required
Sheet C.300:
• Label the inlet upstream of CI 2-4.
• CI 1-5 is mislabeled, please revise.
• Show the riprap at FES 1-1.
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|
Corrective Action Required
Sheets C.301-C.302:
• FES 1-1 is mislabeled in the Line 1 Plan view, please revise.
• Show both existing and proposed grade as well as pipe information at all locations the storm sewer for this project connects to other storm sewer.
• Include the flowline cardinal directions in the Profile views.
• The flowline elevations appear to be in the correct order, but the “FL In” and “FL Out” labels are reversed in the Profile view for CI 1-2 & 1-3. Please revise.
• All flowline information appears to be reversed in the Profile view for FI 2-1. Please revise.
• Check and verify all slopes. Revise as needed.
• Include design calculations showing riprap at FES 1-1 is adequately designed for the shear stress present, and include D(50) size.
• Label the inlet upstream of CI 2-4.
• The proposed grade line downstream of CI 1-2 is not complete. Please revise.
• Some crossing information indicates elevations provided are flowlines, others do not. Please revise to one method for clarity.
• The top elevations of CI 1-5 & 2-2 do not match the graphics shown. Please revise.
• The stationing shown in the Line 2 Profile view for FI 2-2 does not match the pipe lengths. Please revise.
• Please extend the Proposed Grade leader to the Proposed Grade line in the Line 2 Profile view.
• For field inlets shown in a sump condition, with openings on all sides, reflect grading around the inlets to create localized sumps in the Plan views.
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Corrective Action Required
Sheet C.600: Remove the City’s standard detail for junction box.
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Corrective Action Required
Submit an Engineer's Estimate of Probable Construction Costs.
|
|
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|
Traffic Review
|
No Comments
|
09/21/2018
|
09/25/2018
|
|
|
Michael Park
|
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|
