Permit Review Detail
Review Status: In Review
Review Details: DEVELOPMENT PACKAGE NEW v.2
Permit Number - TD-DEV-0226-00034
Review Name: DEVELOPMENT PACKAGE NEW v.2
Review Status: In Review
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| N/A | Commercial Plumbing Standard | PENDING ASSIGNMENT | |||
| N/A | ROW Engineering Review Standard | PENDING ASSIGNMENT | |||
| N/A | Site Landscape Standard | PENDING ASSIGNMENT | |||
| N/A | Site Zoning Standard | PENDING ASSIGNMENT | |||
| 05/15/2026 | Site Engineering Standard | REQUIRES RESUBMIT | Permit Activity Number: TD-DEV-0226-00034 (2nd Review) Project: New commercial fitness center Location: 10084 E OLD VAIL RD Review Date: 5/15/2026 Reviewer: Marco Contreras – Engineering Associate - Site Engineering *This plan has been reviewed for compliance with applicable development criteria in the City of Tucson Unified Development Code (UDC) Administrative Manual (AM) Section 2-6 and Technical Standards Manual (TSM) Section for waste management, Pedestrian Access, Hydrology -Retention/Detention Requirements, and all site standard code. * City of Tucson Code: https://www.tucsonaz.gov/Departments/Planning-Development-Services/Codes Floodplain Code: https://codelibrary.amlegal.com/codes/tucson/latest/tucson_az/0-0-0-19333 Drainage Manual Link: https://www.tucsonaz.gov/files/sharedassets/public/v/1/pdsd/documents/engineering-code/cot-drainage-manual-searchable.pdf Design standards for Stormwater Detention and Retention Link: https://www.tucsonaz.gov/files/sharedassets/public/v/1/pdsd/documents/engineering-code/updated-retention-detention-manual.pdf Site Engineering Review Comments: 1. Revise the general note #15 & keynote #18 to be updated to current adopted codes : Accessible standards must be met per 2024 IBC, chapter 11, and 2017 ICC A117.1 as these standards were adopted by the COT and established beginning at the start of this year (2026). 2. In regard to the comment response for previous #2 – For resubmission, provide the Kinder Morgan/El Paso Natural Gas acceptance of the building location & grading design. 3. For the grouted riprap swale detail on sheet 8 – delineate/show the property line. 4. In compliance with DSSDR 4.7.1.3 & DSSDR and Drainage Manual 7.6.5 – provide a geotechnical addendum stating that the proposed grouted swale shall not pose a risk to the structural integrity of the new building as it is proposed adjacent to the structure. If you have any questions or concerns, please contact Marco Contreras at Marco.contreras@tucsonaz.gov |