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Permit Review Detail
Review Status: In Review
Review Details: DEVELOPMENT PACKAGE NEW v.3
Permit Number - TD-DEV-1225-00310
Review Name: DEVELOPMENT PACKAGE NEW v.3
Review Status: In Review
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/11/2026 | TSMR/PDMR - Engineering | APPROVED | |||
| N/A | Commercial Plumbing Standard | PENDING ASSIGNMENT | |||
| N/A | External Reviewers - Tucson Airport Authority Standard | PENDING ASSIGNMENT | |||
| N/A | Fire New Construction Standard | PENDING ASSIGNMENT | |||
| N/A | NPPO 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 | |||
| N/A | TSMR/PDMR - Zoning | PENDING ASSIGNMENT | |||
| 03/11/2026 | Site Engineering Standard | REQUIRES RESUBMIT | Permit Activity Number: TD-DEV-1225-00310 (Review) Project: Proposed construction of a shell/speculative concrete tilt-up building and associated site work Location: 3430 E VALENCIA RD Review Date: 3/11/2026 Reviewer: Marco Contreras – Engineering Associate - Site Engineering Related Cases: *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. Previous comment #13 not addressed correctly. I would refer to Figure 16 in TSM 10-01.9.0 in regard to SVT expectations for entrances. Valencia RD is designated as an Arterial RD & Palo Verde RD is designated as a local RD. These designations will be used for Table 5.3 a. Valencia as an Arterial Road would require a 345’ Near Side and 125’ far side SVTs b. Palo Verde RD as a local road would require a 185’ near side and 110’ far side SVTs 2. Previous comment #24 & #25 not addressed – it appears the resubmission did not include a resubmission of the drainage report with the required inspection and maintenance sheets. 3. Remove the quotations and administrative manual code references from the General notes provided on the cover sheet (G0.0) 4. Previous comment #15 not addressed – sufficient pedestrian refuge areas must be provided along the West and East sides of the proposed structure per TSM 7-01.3.B.2. Id suggest referring to Figure 6 in TSM 7-01.9.0 as reference for expectations. 5. The provided trash enclosure detail – the required depth should be 12-feet, not 10-feet 6. After reviewing the Basin descriptor details as well as the significant grade drop associated with the basins – it will be required that security barriers be provided around all basins. If you have any questions or concerns, please contact Marco Contreras at Marco.contreras@tucsonaz.gov |