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Plan Review Detail
Review Status: Approved
Review Details: PRE-APPLICATION CONFERENCE REVIEW v.1
Plan Number - T22PRE0253
Review Name: PRE-APPLICATION CONFERENCE REVIEW v.1
Review Status: Approved
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| Fire New Construction | REVIEW COMPLETED | TFD requires that gates across an apparatus access road if powered shall have a KNOX Gate key switch and KNOX Box located at the gate. This note shall be added to your drawings. Buildings exceeding 30’ shall be provided with aerial access meeting IFC 2018, Appendix D, Section D105. D105.3 Proximity to building. One or more of the required access routes meeting this condition shall be located not less than 15’ and not greater than 30’ from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which aerial apparatus access road positioned shall be approved by the fire code official. F.D.C. shall face the street side of the building, IFC 2018, Chapter 9, Section 912, 912.2.1 and shall not be obstructed by a gate Fire hydrants shall be located within 400 ft of new structures. IFC 2018, Chapter 5, Section 507.5.1 and also in accordance with IFC Appendix D. Please show new and existing fire hydrant locations on the plans and or fire sprinklers shall be installed. Questions: Jennifer Peel-Davis Tucson Fire Department Fire Plans Examiner Fire Inspector I, II and Fire Alarm Plans Examiner Jennifer.Peel-Davis@Tucsonaz.gov Desk: 520-837-7033 |
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| Site Engineering | REVIEW COMPLETED | 1. Maximize water harvesting into any landscaping 2. Balanced basin detention and first flush retention regulations are required. Please refer to the updated retention/detention manual at: https://webcms.pima.gov/UserFiles/Servers/Server_6/File/Government/Flood%20Control/Rules%20and%20Procedures/Stormwater%20Detention-Retention/dssdr-final-201406-manual.pdf With amendments listed at: https://www.tucsonaz.gov/files/pdsd/codes/Detention_Retention_Manual_Tech_Standards_Amemdments.pdf 3. Estimated Erosion hazard building setback of Brichta Wash: 35 ft. (Measured from top of bank) 4. Erosion off of Silvercroft wash is protected by the bank protection, ensure any construction is outside of that area. Any discharge into the wash will need an approval by Pima RFCD 5. Floodplain Use Permit's will be needed, 1 for site work and 1 for each structurally separate building (one of the buildings can be included in the site work FUP) 6. Provide a drainage report with encroachment analysis, ensure flood depths are raised by maximum of .1 ft 7. Ensure ES maneuverability to and from waste enclosure per TSM 8-01.5.3 (36' inner, 50' outer radii) 8. A SWPPP will be required 9.Provide pedestrian circulation path to ROW (TSM 7-01) Scott Haseman scott.haseman@tucsonaz.gov |
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| Site Landscape | REVIEW COMPLETED | CDRC TRANSMITTAL PROJECT: JONATHAN APTS ACTIVITY NO. T22PRE0253 ADDRESS/PARCEL: 2620 N JONATHAN AV/107-03-164A ZONING: R-2 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. 1. An NPPO is required per UDC 7.7.3-B. 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 plants while allowing for salvage and transplantation of plants on the site that are likely to survive. A Native Plant Preservation Plan, Section 7.7.4, is required to be submitted or approved or a request for an exception from the Native Plant Preservation requirements approved in accordance with Sections 7.7.3.D.3 & .4 of the UDC and Admin. Manual Section 2-11.0.0 prior to Grading Plan approval. 2. A landscape plan is required per 7.6.2.B.1-a. The Unified Development Code (UDC) requires all new development or an expansion of greater than 25% of an existing development to 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. 3. Ensure the required number of trees is in all vehicular parking areas (it works out to 1 tree: 4-6 parking spaces) per UDC 7.6.4.B.1. 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 (TSM 5-01.3.2), and the requirement is 1 tree per 6-8 parking spaces; trees are expected to be placed within the parking area itself to provide shade on asphalt. 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. 4. An interior perimeter landscape border is required surrounding the property Per UDC 7.6.4.C-2 and Table 7.6.4-1 5. One canopy tree is required every 33 linear feet in the landscape border. UDC 7.6.4C-1.a 6. Street landscape borders must be a minimum of 10’ wide as measured from the street property line. UDC 7.6.4.2.a 7. Street landscape borders must be covered with an appropriate inorganic ground cover, such as decomposed granite. UDC 7.6.4.2.d 8. 50% or more of the area of the street landscape border must be covered with shrubs or vegetative ground cover. UDC 7.6.4.e 9. All landscape plans shall incorporate water conserving design as defined in UDC Section 7.6.6, Use of Water, and as described in the Technical Standards Manual 5.01-5.11. 10. Maximize water harvesting into all landscape areas, including parking lot islands, as well as the retention/detention basin. 11. The Landscape Plan should match the Commercial Rainwater Harvesting Plan as well as the Grading Plan. Landscape plan must have spot elevations in the detention/retention areas as well as in all water harvesting areas in the Landscape Plan. 12. A Commercial Rainwater Harvesting plan is required per UDC Technical Standards Manual – Section 4-01.3.0. 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. Using Low Impact Development design and water harvesting provides critical basin detention and first flush retention for all new development and impervious area. The newly adopted Detention/Retention Manual can be found: https://webcms.pima.gov/UserFiles/Servers/Server_6/File/Government/Flood%20Control/Rules%20and%20Procedures/Stormwater%20Detention-Retention/dssdr-final-201406-manual.pdf With CoT edits to the manual are found at: https://www.tucsonaz.gov/files/pdsd/codes/Detention_Retention_Manual_Tech_Standards_Amemdments.pdf If you have any questions about these comments, I can be reached at Matthew.Carlton@tucsonaz.gov or 520-837-4988 |
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| Site Zoning | REVIEW COMPLETED | CDRC Thursday Pre-Submittal Transmittal PDSD Zoning Review FROM: Georgia Pennington, Planner PROJECT: T22PRE0253 Address: 2620 N Jonathan Av Parcel(s): 107-03-164A Current Zoning: R-2 Existing Use: Undeveloped Proposed Use: Multifamily . TRANSMITTAL DATE: 12/7/22 COMMENTS: 1. Development must comply with the Administrative Manual Section 2-06 – Development Package. The Development Package is a separate submittal from the building permits, and the building permits cannot be approved until the Development Package is approved. 2. The existing zone is R-2. Multifamily Residential is permitted in R-2, subject to Use-Specific Standards 4.9.7.B.6, .9, &.10. 3. Maximum Height: 25 feet 4. Setbacks a. Side and Rear: 10’ or 3/4 the height of the structure, whichever is greater 5. Motor Vehicle Space requirements a. 1-bedroom units: 1.50 spaces/dwelling unit b. 2-bedroom units: 2.00 spaces/dwelling unit 6. Electric Vehicle Supply Equipment a. EV-Ready: 10% of parking spaces b. EV-Capable: 20% of parking spaces 7. Bike Parking a. Short Term: 0.1 spaces/bedroom (Minimum 2) b. Long Term: 0.5 spaces/bedroom (Minimum 2) 8. Comply with Section 7-01 Pedestrian Access in the Technical Standards Manual for new construction. 9. 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 Georgia.Pennington@tucsonaz.gov. |
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| Traffic Engineering Review | REVIEW COMPLETED | Not enough ROW for civil improvement requirements. | |||
| TW Hydraulic Modeling Review | REVIEW COMPLETED | 1. Tucson Water’s New Area Development Unit has no objections to the proposed development and offers the following comments for your convenience: 2. Based on the elevation of this parcel, the water pressure at ground level can be expected to be in the 86-91 psi range. 3. An existing 4” PVC water main stub in Jonathon Avenue that was constructed under Work Order 8923-122 extends to the southernmost side of this triangular shaped property, but it is too small to supply this project’s fire suppression needs. 4. The owner / developer will need to construct a significant amount (1000 ft. or more) of 8” public water main, at his or her own expense to meet this project’s fire suppression needs, 5. To comply with Section 8-06.4.2.A of Tucson Water’s Design Manual, the necessary water main will need to cross the concrete lined drainageway along the western side of this triangular shaped parcel near its northernmost tip to connect to an existing 8” PVC public water main (PN 166-1999) on APN 103215270. And it will need to connect to the existing 6” cement asbestos water main (FN 1399) at the intersection of Jonathon Avenue and Jordan Drive. 6. The following requirements will apply to the design and construction of the new public water mains: a. The owner/developer will first need to obtain a Water Availability Letter from Tucson Water verifying this project is within Tucson Water’s service area. Note: This document is required for all projects, even though it may be obvious that the project is within Tucson Water’s service area. It is used in some other development processes, most notably the City Council’s final plat approval process. b. A Water Master Plan showing the proposed water main layout will then need to be prepared for this project. The new public water mains will need to be located within public or private streets to the maximum extent practicable. Where this is not practicable, the new water mains will need to be centered within public water easements that are a minimum of 15’ wide and lie on smallest number of private parcels possible. c. The local fire department’s fire flow requirement for the building type, the fire hydrants and the fire department’s vehicular access also need to be shown on the water master plan. d. Upon the Fire Department’s and Tucson Water’s acceptance of the water master plan, a detailed Water Design Plan for the new water mains will need to be submitted for review and acceptance. The owner of the property will need to enter into a Construction Agreement with Tucson Water regarding the construction of the new water mains before Tucson Water will accept the detailed water design plan. e. Upon Tucson Water’s acceptance of the detailed design plan, the detailed design plan must be submitted to Pima County Development Services Department for an ADEQ Approval To Construct to comply with State of Arizona law. f. Only after all the above tasks have been completed, may the owner/developer schedule a Pre-Construction Meeting with Tucson Water’s Construction section to schedule the start of the new public water main construction. g. Please note that the new public water mains will not be accepted into Tucson Waters distribution system for use, and no water meters for the project will be issued, until all new public water easements shown on the detailed construction plan have been recorded. 7. The Water Availability Letter request, the Water Master Plan and the detailed Water Design Plan submittals must be made through the Tucson Development Center Online website. 8. The above comments are based on the limited preliminary information provided by the applicant and should not be construed as a complete review of the proposal. Any questions, comments or concerns about these comments may be directed to: Tim Rowe, P.E., Civil Engineer Tucson Water, New Development Section 201 N. Stone Avenue, #2-220 P.O. Box 27210 Tucson, AZ 85726-7210 (520) 837-2106 tim.rowe@tucsonaz.gov |