Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Plan Review Detail
Review Status: Completed
Review Details: PREAPPLICATION LABELS
Plan Number - T21PRE0278
Review Name: PREAPPLICATION LABELS
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
---|---|---|---|---|---|
01/24/2022 | MROSS2 | COT NON-DSD | FIRE | Completed | . |
01/24/2022 | MROSS2 | COT NON-DSD | FIRE | Completed | 507.1 Required water supply. An approved water supply capable of supplying the required fire flow for the protection shall be provided to premises on which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. 507.3 Fire Flow. Fire-flow requirements for buildings or portions of buildings and facilities shall be in accordance with Appendix B of the IFC. 903.2 Where required. Approved automatic sprinkler systems in new buildings and structures shall be provided in the locations described in Sections 903.2.1 through 903.2.12. B105.3 Water supply for buildings equipped with an automatic sprinkler system. For buildings equipped with an approved automatic sprinkler system, the water supply shall be capable of providing the greater of: 1. The automatic sprinkler system demand, including hose stream allowance. 2. The required fire flow. FIRE HYDRANTS 507.5.1 Where required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Exceptions: 1. For Group R-3 and Group U occupancies, the distance requirement shall be 600 ft. 2. For buildings equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2, the distance requirement shall be 600 feet. 507.5.1.1 Hydrant for standpipe systems. Buildings equipped with a standpipe system installed in accordance with Section 905 shall have a fire hydrant within 100 feet of the fire department connections. 503.1.1 Buildings and facilities. Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. Aerial Fire Apparatus Access Roads D105.1 Where required. Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feet, approved aerial fire apparatus access roads shall be provided. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet, exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. One or more of the required access routes meeting this condition shall be located not less than 15 feet and not greater than 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. Michael Ross Tucson Fire Department 520-837-7082 Michael.Ross2@tucsonaz.gov |
01/26/2022 | AWARNER1 | LANDSCAPE | REVIEW | Completed | CDRC TRANSMITTAL PROJECT: The Place at Rita Ranch ACTIVITY NO. T21PRE0278 ADDRESS/PARCEL: 141-17-7420, -741A, -743A, -744A, -7450, and -746A ZONING: O-3 7.6 Landscaping and Screening The Unified Development Code (UDC) requires all new development or an expansion of greater than 25% of an existing development submit a landscape plan, UDC 7.6.2. Preparation of the landscape plan shall adhere to UDC 7.6.4. and Administrative Manual 2-10. Placing trees along the edge of a parking area or at the ends of parking row does not meet the intent of the UDC. All spaces within 40’ of a tree is only one of the requirements. The intent is to provide as much shade on the asphalt as possible, and the requirement is 1 tree per 4 parking spaces; trees are expected to be placed within the parking area itself. Trees are to be distributed evenly throughout the parking area, UDC 7.6.4.1.B.1, UDC Technical Standards Manual 5-01-.3.2 and UDC 7.6.4.B.1.a. 1. 30’ native street landscape border is required along S. Houghton Rd (Scenic Route) and 10’ street landscape border along Jumping Cholla Dr. 2. A 10’ interior border is required adjacent to single-family residential uses. 7.7. Native Plant Preservation The NPPO is intended to encourage preservation in place of healthy native plants through sensitive site design that minimizes the disruption of areas within the site containing healthy plants while allowing for salvage and transplanting plants on the site that are likely to survived. An approved Native Plant Preservation Plan Sections 7.7.4 is required in accordance with Sections 7.7.3.D.3 & .4 of the Unified Development Code (UDC) and Admin. Manual Section 2-11.0.0 is required prior to Grading Plan approval. Commercial Rainwater Harvesting plan is required UDC Technical Standards Manual – Section 4-01.0.0. and Section 5-01.0.0 Landscaping and Screening Adherence to the Low Impact Development Standards outlined in Section 5 of the PCRFCD Design Standards for Stormwater Detention and Retention is required and shall work in conjunction with the Commercial Rainwater Harvesting design. https://webcms.pima.gov/UserFiles/Servers/Server_6/File/Government/Flood%20Control/Rules%20and%20Procedures/Stormwater%20Detention-Retention/dssdr-manual-board-version-201511.pdf If you have any questions about this transmittal, contact Anne Warner, RLA PDSD Landscape/NPPO Review at email anne.warner@tucsonaz.gov |
01/27/2022 | NMARTEL1 | ZONING | REVIEW | Completed | CDRC Thursday Pre-Submittal Transmittal PDSD Zoning Review FROM: Nicholas Martell, Planner PROJECT: Thursday Pre-submittal meeting - T21PRE0278 Address: 8299, 8287, 8315, 8355, 8339, and 8371 S Houghton RD Zoning: O-3 Existing Use: Vacant Proposed Use: Multifamily Residential TRANSMITTAL DATE: January 26, 2022 COMMENTS: 1. Development must comply with the Administrative Manual Section 2-06 - Development Package. 2. Multifamily residential is permitted in the O-3 zone without use specific standards 3. At 253 units on 10.93 acres, the residential density exceeds the allowable 22 units per acre in the O-3 zone. The maximum number of units allowable on the site is 240. 4. Parking is calculated correctly per (Table 7.4.4-1 UDC) 5. Non-residential uses to non-residential zones have 0' setbacks adjacent to interior lots. 6. Height maximums are 40' in the O-3 zone. 7. Bicycle parking is calculated at .1 spaces per bedroom short term, and .5 spaces per bedroom long-term 8. Ensure access standards found in section 7.8 of the UDC and sections 7-01.0.0 and 10-01.0.0 of the Technical Standards Manual are met. 9. Building plans can be submitted concurrently with the development package(s) 10. Houghton is a major street, and because Jumping Cholla is perpendicular to Houghton, but are subject to MS&R setbacks at 21' from the back of curb. 11. 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 about this transmittal, contact me at Nicholas.Martell@tucsonaz.gov |
01/27/2022 | SBEASLE1 | TUCSON WATER NEW AREA DEVELOPMENT | REVIEW | Completed | See letter in Documents section of PRO: "Tucson Water review comments, 01.27.22" |
01/27/2022 | SBLOOD1 | ENGINEERING | REVIEW | Completed | 1. Using Low Impact Development design and water harvesting provide balanced basin detention and first flush retention. 2. Any software that has been configured or can be configured to work well with the unique hydrology of the City of Tucson like PC-Hydro, Hec-Ras, Flo-2D, or the City of Tucson Flood Peak Estimation spreadsheet. 3. Infiltration rates need to be such that the max storage time for a basin that intercepts runoff from a watershed up to 10 acres in size is 12 hours and 24 hours for watershed greater than 10 acres. 4. We don't have any available data on the unnamed wash located along the western property. It will need to be analyzed and if it is regulatory then it will impact the development and will need riparian protection, but if not regulatory then it won't really impact the development. 5. See Technical Standards Manual (TSM) section 8 for standards regarding solid waste and recycle disposal, collection, and storage, Waste stream calculations will need to be completed and shown on the plans. Stephen Blood (520) 837-4958 Stephen.blood@tucsonaz.gov |
02/01/2022 | SBEASLE1 | COT NON-DSD | TRAFFIC | Needs Review | . |