Review Type |
Outcome |
Est. Completion Date |
Completed |
Record Drawings Review
|
No Comments
|
06/17/2022
|
06/17/2022
|
|
Sue Pyles, P.E.
|
|
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As-graded MDP Review
|
No Comments
|
04/08/2022
|
04/08/2022
|
|
Sue Pyles, P.E.
|
|
|
As-graded MDP Review
|
Corrections
|
03/04/2022
|
03/07/2022
|
|
Sue Pyles, P.E.
|
|
|
Engineering Review
|
No Comments
|
07/20/2021
|
07/19/2021
|
|
Sue Pyles, P.E.
|
|
|
Traffic Review
|
No Comments
|
07/20/2021
|
07/19/2021
|
|
Brad Cooley, P.E., RSPI
|
|
|
Engineering Review
|
No Comments
|
06/07/2021
|
06/07/2021
|
|
Sue Pyles, P.E.
|
|
|
Traffic Review
|
Corrections
|
06/07/2021
|
06/07/2021
|
|
Brad Cooley, P.E., RSPI
|
|
Corrective Action Required
A photometric plan is needed to show continuous lighting, leading to and throughout, the sag curve along NE Hideaway Drive.
The minimum standards for continuous lighting can be found in the City's "Street Lighting" design criteria.
|
|
|
Engineering Review
|
Corrections
|
05/10/2021
|
05/10/2021
|
|
Sue Pyles, P.E.
|
|
Corrective Action Required
Show the midblock ramp along NE Hideaway Drive throughout the plan set.
|
|
Corrective Action Required
The midblock ramp turning space does not meet the required maximum slope requirements. Please revise.
|
|
Corrective Action Required
See comments sent previously for Park Ridge 7th Plat regarding ADA ramp design comments.
|
|
Corrective Action Required
Please revise “Terr” to “Ter” for NE Park Springs Terrace throughout the plan set.
|
|
Corrective Action Required
Estimate:
• Add an item for connecting to the existing storm sewer.
• All items included on the Park Ridge 7th & 8th Plat Erosion and Sediment Control estimate may be removed from this estimate.
• Please review the quantities for the street portion of the estimate and revise as needed.
|
|
|
Traffic Review
|
Corrections
|
05/10/2021
|
05/06/2021
|
|
Michael Park
|
|
Corrective Action Required
The vertical sag on Hideaway Dr. approaching Daltons Ridge is inadequate for a 25 mph design speed; especially considering that sag occurs at a poing of horizontal reverse curve.
|
|
Corrective Action Required
Check consistency of Street Names between 7th Plat and 8th Plat (e.g. Park Springs Dr./Park Springs Ter.)
|
|
|
Engineering Review
|
Corrections
|
04/07/2021
|
04/07/2021
|
|
Sue Pyles, P.E.
|
|
Corrective Action Required
General:
• Submit an Engineer's Estimate of Probable Construction Costs.
• Please include a trench and backfill detail.
• Please show and label all underdrain locations.
|
|
Corrective Action Required
Sheet C.001:
• The plans use both “Park Ridge” and “Manor at Park Ridge” as the plat name. Please clarify and revise throughout the plan set.
• Please remove the tracts from the project name, they are in 7th Plat.
• Please revise the geogrid reference in the Street & Storm Sewers Note 1 and the Residential Street Typical Section to one on the City’s Approved Product List. Please correct the detail numbers in Street & Storm Sewer Note 3.
• Please revise General Note 4 to 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.”
• The General Notes are cut off on the right by the Site Location Map. Please relocate slightly for clarity.
• Please remove the duplicate Utility Company list on the left side of the sheet, it is incorrect.
• The FEMA Map Panel is incorrect. Please revise.
• Update the Index of Sheets to match the plan set.
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|
Corrective Action Required
Sheets C.050-C.052: Please revise to match the overall development ESC plans.
|
|
Corrective Action Required
Sheet C.100: Some proposed structures are labeled as “NEW” and some are not. Please be consistent on this sheet and throughout the plan set.
|
|
Corrective Action Required
Sheet C.200:
• There are several swales graded along lot lines. Are any of them engineered swales? If so, please include all design information.
• Please include a table showing house type and MBOE information.
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|
Corrective Action Required
Sheet C.201: 100-year water surface elevations are missing.
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|
Corrective Action Required
Sheet C.202:
• The line weights of all of the lines make it difficult to differentiate between grading, plat boundaries, drainage areas, etc. Please revise for clarity.
• The calculations appear to be for another project. Please revise.
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|
Corrective Action Required
Sheets C.203-C.206:
• Please revise the street name labels in the Plan views for clarity.
• Please include the street name between the Plan and Profile views.
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Corrective Action Required
Sheet C.205: ADA-ramp comments to be sent under separate cover.
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|
Corrective Action Required
Sheet C.301:
• Include the following note on any profile sheet applicable: “Compacted Fill shall be placed to a minimum 18” above the top of the pipe prior to installation.” Show and label the limits of the compacted fill placement in the Profile view. Use hatching for clarity.
• Include all crossings in the Profile views.
• Please show the hydraulic grade line for the design storm on the profile view of the storm system. If the pipe cannot manage the 100 year event without surcharging, then a suitable overflow route must be established for the excess. Finish floor elevations must be a minimum of 2 feet higher than the calculated 100 year water surface elevation.
• The stationing shown in the CI A-3 Profile view label is incorrect. Please revise.
• CI A-2 does not meet the 0.5’ minimum drop through the structure requirement. Please revise.
• Please include stationing in the Profile view label for the existing structure at the downstream end of Line A.
• Please include both Line A and Line B flowlines into CI A-1 in both Profile views.
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|
Corrective Action Required
Sheet C.303: This information appears to be for another project. Please revise.
|
|
Corrective Action Required
Sheet C.601: Please remove the end section detail as it isn’t used.
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|
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Traffic Review
|
Corrections
|
04/07/2021
|
04/05/2021
|
|
Michael Park
|
|
Corrective Action Required
Horizontal alignment information not shown.
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