Planning Application Status

PL2019102




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Summary
PL2019102
Summit Orchard Lot 4 - Public and Private Sanitary Sewer
Engineering Plan Review
Engineering Plan Review
Approved
03/11/2019
TOWNSEND SUMMIT LLC
Locations
Contacts
TOWNSEND SUMMIT LLC, Address:1311 MCCORMICK RD STE 470, Phone:(303) 947-2044  
Not shown for privacy reasons.
Not shown for privacy reasons.
Reviews
Review Type Outcome Est. Completion Date Completed
Engineering Review No Comments 04/25/2019 04/24/2019
Sue Pyles, P.E.
Engineering Review Corrections 04/19/2019 04/17/2019
Sue Pyles, P.E.
Corrective Action Required
04/17/2019

Include pipe information (size, slope, material) for the existing pipe downstream of the existing MH in the Lines A & B Profile views.
Corrective Action Required
04/17/2019

Revise the DIP size from 8" to 6" in the Summary of Quantities Table.
Engineering Review Corrections 04/01/2019 04/02/2019
Sue Pyles, P.E.
Corrective Action Required
04/02/2019

General: • Include Erosion and Sediment Control design for each stage (pre-disturbance, during construction, post-completion) in the plan set. Include standard details for all items shown. • Include a Summary of Quantities table. • Label Line B as Private throughout the plan set.
Corrective Action Required
04/02/2019

Sheet C201: • Please confirm that the Top Elevation for the existing MH at the ease end of Line A is field verified. • Include pipe information for the pipe downstream of the existing MH in the Plan view, and include the flowline out. • Include note to core drill connection to existing MH according to City requirements. • Include separation between sanitary and storm at all pipe crossing locations to verify City requirements are met.
Corrective Action Required
04/02/2019

Sheet C202: Include separation between sanitary and storm at all pipe crossing locations to verify City requirements are met.
Corrective Action Required
04/02/2019

Sheet C203: • Include pipe information for the pipe downstream of the existing MH in the Plan view, and include the flowline out. • Include note to core drill connection to existing MH according to City requirements. • Add the storm sewer crossing Line B at approximate Sta. 10+87 in the Profile view. • Include separation between sanitary and storm at all pipe crossing locations to verify City requirements are met.
Corrective Action Required
04/02/2019

Estimate: • Verify the quantity for Sanitary MHs and revise if needed. • Add a line item for 6” PVC (service lines) or combine with the Line B quantity.
Hearings

There are no hearings for this planning application.

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