HomeMy WebLinkAboutMISC DOCS - 13-00337 - 125 E 2nd S - Windsor Manor, LLC - Site PlanPermit
Review
Summary
Permit Status of (EXPIRED) as of Report Date: 01/11/2017 10:16 am
Application Details Permit Application Number: 13-00337
Windsor Manor, LLC - Site Plan
125 East 2nd South
Site Plan
Review History *Refer to Individual Review Reports for more Details
Application Review
10/04/2013Application Review - Site Plan SAUREY AMANDA APPROVED
Fire Dept. Review
10/17/2013Fire Department Review - Site Plan Dale Pickering APPROVED
Planning & Zoning Review
10/08/2013Planning and Zoning Review - Site Plan Natalie Powell REVISIONS
01/16/2014Planning and Zoning Review - Site Plan Natalie Powell APPROVED
Public Works Review
11/06/2013Public Works Review - Site Plan Joel Gray REVISIONS
12/31/2013Public Works Review - Site Plan Joel Gray APPW/COND
Review
Report
Current Public Works Review - Site Plan Status: APPW/COND
Application Number: 13-00337Permit Details
Application Received Date: 08/22/2013
Site Plan
Application Approved Date:
Application Approved Status: APPROVED
10/04/2013
125 East 2nd South
Windsor Manor, LLC - Site Plan
Status of Plan Reviews Completed
10/08/2013REVISIONSPlanning and Zoning Review - Site Plan
10/17/2013APPROVEDFire Department Review - Site Plan
11/06/2013REVISIONSPublic Works Review - Site Plan
12/31/2013APPW/CONDPublic Works Review - Site Plan
01/16/2014APPROVEDPlanning and Zoning Review - Site Plan
Permit Review Status
Plan Reviews Still in Progress
DESCRIPTION COMMENTS STA TUS
*Please respond to "REVISIONS" status items, with appropriate comment/documentation as needed!
Water : Valve placement N/ANo valves shown on plans.
Water : Services to lot(s)N/AWhere does 6" line connect to building?
Water : Bury depth N/APlans state 4' and 5' minimum bury depth.
Must be 5'.
Water : Pipe Type N/AConcerned about elbows prior to vault. Does 4"
from above tie into vault?
Sewer: Services to lot(s)N/AWhy retain stairs at retaining wall to be
removed?
Storm : Catch basin type N/A
Storm : Infiltrators N/A
Site Lighting : Dark sky compliant N/A
Site Lighting : Pole height N/A
Parking Lot : Drainage N/A
Parking Lot: Accessibility/layout On grade parking appears larger than opening
in structure.
COMPLETED
Site Lighting : Photometric layout No site lighting submitted.COMPLETED
Reviewed By: Joel Gray
Review Date: 12/31/2013
Plan Review Details
joel.gray@rexburg.org
Public Works Review - Site Plan Status: APPW/COND
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Public Works Review - Site Plan (Continued)
D ESCRIPTIO N CO MMEN TS STATUS
Water : DI class 50 in right of way Snow storage? (ramps and by building #3)COMPLETED
Water : Connection to main line COMPLETED
Storm : Drainage calcs COMPLETED
Storm : On-site retention Retention is less than required amount.COMPLETED
Storm : Connection to main line COMPLETED
Storm : Manhole spacing COMPLETED
Street : Sidewalk setback/continuos Sidewalk to be continuous across approaches.
6" Granular borrow under walk and 12" under
curbing.
COMPLETED
Street : Street wdith/cross slove/running slope Civil plan does not match other sections.
Asphalt road section to be: match existing
asphalt depth (21/2" min.), 3 1/2" of 3/4"
crushed, 12" of pit run.
COMPLETED
Street : Curb type 2nd South curb to be replaced only where it is
low back or new approach is required.
COMPLETED
Street : Entrance placement Concrete approach required.COMPLETED
Street : Lithium in all concrete Concrete in right of way requires lithium.COMPLETED
Sewer: Line size/slope/type materials Sanitary sewer line is unmaintainable. Inverts
above finished grade. Is line under building
#3?
COMPLETED
Sewer: Manhole placement COMPLETED
Sewer: Connection to mainline COMPLETED
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