Permit Review Detail
Review Status: Requires Resubmit
Review Details: DEVELOPMENT PACKAGE NEW v.3
Permit Number - TD-DEV-0125-00007
Review Name: DEVELOPMENT PACKAGE NEW v.3
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/30/2025 | NPPO Standard | APPROVED | |||
| 10/03/2025 | Site Zoning Standard | APPROVED | |||
| 10/03/2025 | CDRC Post Review Express | PENDING ASSIGNMENT | |||
| 09/18/2025 | Site Engineering Standard | REQUIRES RESUBMIT | Permit: TD-DEV-0125-00007 Location: 3380 E ELVIRA RD Review Date: 9/18/2025 Site Engineering Comments: 1. Comment not addressed: Provide a plan detail on the existing trash enclosure, it must be shown for compliance regarding TSM 8-01.0.0 2. Provide a descriptor box adjacent to each basin. Include a leader arrow to the basin or provide a label for the basin and reference the label on the top of the descriptor box. Ensure to include all information required by DSSDR 11.1.3.1 3. Provide a plan detail showing the details of said basin. 4. Provide the basin outflow detail. DSSDR 11.1.3.4.i 5. Provide a keynote/callout for any and all curb cut/inlets for proposed basin(s) as well as for landscaped area. DSSDR 11.1.3.4.i 6. Include General note stating, “This project is required to provide stormwater detention and/or retention. The total volume of detention provided is _____________ cubic feet. The total volume of retention provided is ____________ cubic feet. 7. Drainage Report Comments: a. Provide a description of the basin proposed as well as calculations for how First flush is being accomplished. b. Describe the proposed basin details within the drainage report. As well as a basin summary table in compliance with Design Standards for Stormwater Detention and Retention 10.3.6 c. A Site Peak flow summary covering the Existing vs. proposed Peak flow rates for the 2-year, 10-year, and 100-year storm events. This table should demonstrate that peak discharges do not exceed the pre-developed peak discharges as well as any further provided reductions. d. Ensure to include all City of Tucson Hydrologic Data calculation sheets used for calculating the peak discharges as well as the resulting peak-discharge graphs showing compliance with drainage under 12 hours. e. For further Drainage Report content/format requirements, refer to the DSSDR chapter 10 & 11. If you have any questions or concerns, please contact Marco Contreras Marco.contreras@tucsonaz.gov |
||
| 09/30/2025 | Site Landscape Standard | REQUIRES RESUBMIT | CDRC TRANSMITTAL PLANNING AND DEVELOPMENT SERVICES DEPARTMENT REVIEWER: CHAD KELLER, RLA SITE LANDSCAPE/NATIVE PLANT PRESERVATION SECTION PROJECT: ADDITION TO WAREHOUSE AND NEW SITE WORK ACTIVITY NO: TD-DEV-0125-00007 ADDRESS: 3380 E ELVIRA RD ZONING: I-1 LIGHT INDUSTRIAL ZONE REVIEW #2 - 09.30.2025 This plan has been reviewed for compliance with applicable development criteria in the City of Tucson Unified Development Code (UDC) Administrative Manual (AM) Section 2-11 and Technical Manual (TM) Section for landscape, native plants, and water harvesting. Please resubmit revised drawings along with a detailed response letter, which states how all of the Site Landscape and NPPO Section review comments have been addressed. SITE LANDSCAPE/NPPO SECTION COMMENTS: 1. COMMENT NOT FULLY ADDRESSED: Provide a standalone planting plan and a standalone irrigation plan with the next submittal. Include a planting details sheet and an irrigation details sheet. All of the planting and irrigation details can be placed on one sheet if there is enough space. The following link contains most of the details needed in PDF format that you can use in completing the landscape plan set under LANDSCAPE DETAILS: https://www.tucsonaz.gov/Departments/Transportation-Mobility/Landscape/Landscape-Architects 2. The required parking lot canopy trees are accounted for. Include a calculation for required and provided parking lot canopy trees on the planting plan for reference. 3. COMMENT NOT FULLY ADDRESSED: For the new building expansion and parking area expansion provide a commercial rainwater harvesting plan and applicable calculations. Make sure the commercial rainwater harvesting plan is coordinated with the civil grading plan. IE: Spot elevation, percent slopes, downspouts, scuppers, curb cut inlets and outlets, basin shape, basin side slopes, basin depths, etc. ADDITIONAL CLARIFICATION COMMENT: Include a standalone commercial rainwater harvesting plan. At the proposed area only (new building addition, new asphalt PAAL/parking spaces and new planting areas) include square footages for subwatershed, water harvest infiltration areas and plant canopy areas. Include these numbers on the water budget spreadsheet and include the spreadsheet on the commercial rainwater harvesting plan or on a separate sheet. If a copy of the budget table is needed, please reach out and PDSD will provide the spreadsheet for your use. 4. The existing tree to be transplanted on site shown within the NPPO waiver and on the planting plan legend is not shown on the planting plan. Include its final location on the planting plan. 5. Include proposed inorganic groundcover hatch in all planting areas including tree planter islands. Call out screened rock or to match existing inorganic groundcover like it is shown in the street landscape border planting area. Thank you. Chad Keller, RLA Landscape Architect chad.keller@tucsonaz.gov 520.837.4923 |
||
| 09/29/2025 | ROW Engineering Review Standard | REVIEW COMPLETED |