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Plan Review Detail
Review Status: Completed
Review Details: PREAPPLICATION LABELS
Plan Number - T20PRE0157
Review Name: PREAPPLICATION LABELS
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/02/2020 | ANDREW CONNOR | LANDSCAPE | REVIEW | Completed | Show compliance with landscaping and screening requirements by locations, material descriptions, and dimensions. Specific plant or hardscape material shall be detailed on a landscape plan. A detailed landscape plan is required. In accordance with Section 2-10.0.0, Landscape Plan Requirements. |
| 11/04/2020 | ELISA HAMBLIN | ZONING | REVIEW | Completed | CDRC Thursday Pre-Submittal Transmittal PDSD Zoning Review FROM: Elisa Hamblin, AICP; Principal Planner PROJECT: Thursday Pre-submittal meeting – T20PRE0157 Address: 1526 N Alvernon Wy Parcel(s): 122-13-188b, -189b, -1910 & -190B Zoning: C-1 Existing Use: Vacant Proposed Use: Commercial or Retail uses to be determined TRANSMITTAL DATE: November 4, 2020 COMMENTS: 1. Development must comply with the Administrative Manual Section 2-06 - Development Package. 2. As uses were not identified on the concept plan, information cannot be provided regarding whether the proposed uses are permitted or if any use-specific standards apply. 3. For parking standards, the entire site could be considered a shopping center, as long as no more than 50% of the gross floor area is a food service use. As a shopping center, the proposed 12,200 sq ft would require 41 parking spaces. 4. Setbacks along Lee and Alvernon are 21 ft or the height of the wall, as measured from the outside edge of adjacent travel lane on Lee and back of future curb on Alvernon. To the east, setbacks are 1.5 times the wall height. To the south, setbacks are 1.5 times the height and 0 ft depending on the adjacent zone. Setbacks generally appear to be met, with the exception of the building in the northeast corner which appears too close to the eastern property line. 5. Pedestrian access (sidewalk and crosswalk) are required from each street to the buildings. 6. Short-term and long-term bike parking is required. 7. A lot combination processed through Pima County will be required. 8. The comments provided are preliminary and are not to be assumed as a complete review of the proposal. During the Development Package review process, a full review will be made by Zoning to assure compliance with the applicable UDC development criteria and Technical Standards. If you have any questions please contact me at elisa.hamblin@tucsonaz.gov. |
| 11/05/2020 | GDAURIA1 | COT NON-DSD | FIRE | Completed | |
| 11/09/2020 | ZELIN CANCHOLA | COT NON-DSD | TRAFFIC | Completed | No adverse comments. Standard requirements will apply |
| 11/10/2020 | LOREN MAKUS | ENGINEERING | REVIEW | Completed | T20PRE0157 1. Site is within City of Tucson flood hazard area. All structures must be elevated to RFE. 2. Per rezoning, maximum height is 24 feet. 3. Show PAAL and access aisles meet minimum width at all locations. 4. Per rezoning, trash collection locations must be located away from adjacent residential properties. South enclosure should be more distant from adjacent residential property. 5. Five-year threshold retention is required. 6. Demonstrate Alvernon MS&R ROW is at future width or provide for dedication per the rezoning conditions. |
| 11/12/2020 | SBEASLE1 | TUCSON WATER NEW AREA DEVELOPMENT | REVIEW | Completed | 230 - 300 pm - T20PRE0157 - 1526 N ALVERNON WY - SiteGradingSwppp 4 new commercial buildings 1. There is an existing 16" cement asbestos water main (PN 108-1986) on the east side of Alvernon Way. An existing 2" and an existing ¾" water service line extend from this water main onto the property. 2. There is also an existing 6" cement asbestos water main (PN 024-1961) on the north side of Lee Street. Two existing ¾" water service lines extend from this water main onto the property. An existing fire hydrant on the NW corner of the property is also connected to this 6" line. 3. Should the existing water service lines be too small to serve the proposed development, please contact New Services at TW_Common@tucsonaz.gov (or New Services desk at 520-791-5164) in the Tucson Water New Services Section to discuss options. No additional connections may be made to the 16" water main in Alvernon Way without the permission of Tucson Water's Chief Engineer. 4. Should the Tucson Fire Department require a fire flow greater than 1500 gpm for any length of time, please contact me so that I can determine if the Tucson Water's existing infrastructure can supply the required fire flow via hydraulic modeling. 5. Should an on-site loop of new public water mains be proposed to serve this development, the design of the proposed on-site loop will need to go through Tucson Water's Master Water Plan and Design Plan review processes. 6. Tucson Water has no adverse comments regarding this proposed development. Any questions, comments or concerns about these projects may be directed to: Tim Rowe, P.E., Civil Engineer Tucson Water, New Development Section 310 W. Alameda St. P.O. Box 27210 Tucson, AZ 85726-7210 (520) 837-2106 tim.rowe@tucsonaz.gov |