Review Type |
Outcome |
Est. Completion Date |
Completed |
Record Drawings Review
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No Comments
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10/31/2022
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10/31/2022
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Sue Pyles, P.E.
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Record Drawings Review
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Corrections
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10/17/2022
|
10/17/2022
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Sue Pyles, P.E.
|
|
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Engineering Review
|
No Comments
|
06/04/2020
|
06/03/2020
|
|
Sue Pyles, P.E.
|
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DE Contact Field Eng. Inspector
Corrective Action Required
Contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.
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DE Engineers Estimate
Corrective Action Required
The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Engineering Plan Review and Inspection Fee of $7,049.45 (which is based on 3% of the total infrastructure cost) must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit.
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DE Future Repair Work
Corrective Action Required
Please be aware that any future repair work to public infrastructure (e.g., water main repair, sanitary sewer repair, storm sewer repair, etc.) within public easements will not necessarily include the repair of pavement, curbing, landscaping, or other private improvements which are located within the easement.
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Engineering Review
|
Corrections
|
05/13/2020
|
05/13/2020
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|
Sue Pyles, P.E.
|
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Corrective Action Required
Please review the easement widths to ensure you meet the minimum requirements of the Design and Construction Manual Section 6501.L.1.c. It would appear that Line B does not meet this requirement. Please review all widths and revise as needed. All revisions will need to be included on the Final Plat, as well as all other engineering plans.
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Corrective Action Required
Although not required, consider extending the sewer stub lengths for Lots 56-58 to extend all the way through the easement.
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Corrective Action Required
Please review the estimate quantity for Item 5, 6" PVC, it doesn't appear to match the plans. Revise the estimate as needed, and reflect any changes on the Summary of Quantities Table on Sheet 1. Make sure to resubmit a signed/sealed estimate.
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|
Engineering Review
|
Corrections
|
03/06/2020
|
03/06/2020
|
|
Sue Pyles, P.E.
|
|
Corrective Action Required
Public infrastructure plans must match the associated plats for location of improvements. When resubmitting, please provide separate plan sets for Woodland Glen 2nd Plat and Woodland Glen 3rd Plat.
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Corrective Action Required
Sheet 1:
• Please add the plat number to the project title on this sheet and the title block on all sheets.
• Please revise the phone number to 816-969-1200 in General Note 13.
• Please remove General Notes 13 & 14, they are not applicable.
• Please remove the sanitary sewer portion of Utility Note 4, it is not allowed by MDNR.
• Please include a Vicinity Map with nearby streets labeled.
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Corrective Action Required
Sheet 2: City records indicate the water main continues east from SW Winthrop Terrace on the north side of SW Heartwood Drive. Please show this main throughout the plan set.
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Corrective Action Required
Sheet 4: Design and Construction Manual Section 6501.D.g requires a minimum 0.5’ drop between the upstream and downstream sewer pipe inverts. Line A at MH A1 & Ex MH 3-B don’t meet this requirement. Please revise.
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Corrective Action Required
Sheet 5:
• Include a note stating Doghouse MH for MH B! is not allowed.
• Design and Construction Manual Section 6501.D.g requires a minimum 0.5’ drop between the upstream and downstream sewer pipe inverts. Line B at MH B2 doesn’t meet this requirement. Please revise.
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Corrective Action Required
Sheet 6: Design and Construction Manual Section 6501.D.g requires a minimum 0.5’ drop between the upstream and downstream sewer pipe inverts. Line C at MH B2 doesn’t meet this requirement. Please revise.
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Corrective Action Required
Sheets 7 & 8: Please remove all standard details not required for this project.
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Corrective Action Required
General:
• Submit an Engineer's Estimate of Probable Construction Costs.
• Submit the SWPPP and a copy of the MDNR Land Disturbance Permit.
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