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Plan Review Detail
Review Status: Approved
Review Details: PRE-APPLICATION CONFERENCE REVIEW v.1
Plan Number - TP-PRE-1122-00031
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 | Building exceeds the 400' from a fire hydrant so fire sprinkler 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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| Historic | REVIEW COMPLETED | Please resubmit with the Historic Demo Application and the associated required documents. | |||
| ROW Engineering Review | REVIEW COMPLETED | TP-PRE-1122-000031 Comments: 1. Any existing curb or sidewalk that is non-compliant will be reconstructed to meet current standards. David Stiffey DTM Project Coordinator David.Stiffey@tucsonaz.gov |
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| Site Engineering | REVIEW COMPLETED | 1. Ensure ES maneuverability and design per TSM 8-01 and TC 15-10.1.E 2. Maximize water harvesting into landscaping through use of curb cuts/scuppers 3. Ensure sufficient vehicle wheel stops or sidewalk width to maintain a 4' pedestrian path with a 2.5' vehicle overhang in sidewalk adjacent to parking spots (TSM 7-01.4) 4. Ensure drainage off the roof of the new building is directed under/away from ADA sidewalks up to the 10-yr storm 5. Ensure adequate turnaround space in front of the rolling gate in the case that a car pulls up and needs to turn around to leave 6. Ensure vertical curb separation of at least six inches between loading zone and pedestrian sidewalk. Scott Haseman scott.haseman@tucsonaz.gov |
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| Site Landscape | REVIEW COMPLETED | CDRC TRANSMITTAL PROJECT: MIAGRO APTS ACTIVITY NO. TP-PRE-1122-00031 ADDRESS/PARCEL: 1130 W MIRACLE MILE UNIT: BLDG 2/107-06-008A ZONING: C-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. 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 Landscape/NPPO to assure compliance with the applicable UDC development criteria and Technical Standards. COMMENTS: 1. A landscape plan is required per 7.6.2.B.1-b . 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. 2. Ensure the required number of trees is in all vehicular parking areas (1 tree: 4 parking spaces) per UDC 7.6.4.B.1. 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. 3. There will need to be a landscape interior border per UDC Table 7.6.4-1. 4. One canopy tree is required every 33 linear feet in the landscape border. UDC 7.6.4C-1.a 5. Detention/Retention basins may be incorporated into the interior landscape border if they are designed with Section 7.6.6.C.1 in mind. 6. See Engineering notes for Retention/Detention. 7. 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. 8. The Landscape Plan should match the Commercial Rainwater Harvesting Plan as well as the Grading Plan. Landscape plan should have spot elevations in the detention/retention areas as well as in all water harvesting areas in the Landscape Plan. 9. 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: TP-PRE-1122-00031 /Milagro Apartments Parcel(s): 107-06-008A Current Zoning: C-2 Existing Use: Multifamily Proposed Use: Multifamily . TRANSMITTAL DATE: 12/22/22 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 C-2. Multifamily Residential is permitted in C-2. 3. Maximum Height: 40 feet 4. Parking: clarify if plans are open to public or if for residents only. If for residents, no additional parking necessary. 5. Parking Area Access Lanes (PAAL) shall be 24 feet wide for 2-way traffic and fire access. 6. Comply with Section 7-01 Pedestrian Access in the Technical Standards Manual for new construction. 7. The comments provided are preliminary and are not to be assumed as a complete review of the proposal. During the 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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| TW Hydraulic Modeling Review | REVIEW COMPLETED | 1. Tucson Fire has required the proposed new building be equipped with a fire suppression sprinkler system. Section BI05.3 of Appendix B to the 2018 International Fire Code states, “For buildings equipped with an approved automatic sprinkler system, the water supply shaII be capable of providing the greater of. a. The automatic sprinkler system demand, including hose stream allowance. b. The required fire flow.” 2. Tucson Water’s existing distribution system is weak in this area, and may not be able to supply the necessary fire suppression water. 3. There is an existing 2” galvanized steel water main of unknown age on the north side of Miracle Mile, but no new connections may be made to it. 4. There is also an existing 4” cement asbestos main constructed in 1971 connected to an existing 4” galvanized steel water main constructed in 1953 on the south side of Miracle Mile which is unlikely to be able to supply the necessary fire suppression water. 5. There is a significant possibility that the owner /developer of this project will need to construct an on-site fire suppression water reservoir and fire water pressure booster station or approximately 900’ of 8” public water main in the Miracle Mile Right of Way at his or her own expense to supply the necessary fire suppression water to this proposed building. 6. When the local fire authority has determined the fire flow requirement based on the building size and construction type, the automatic sprinkler system demand including the hose stream allowance is known, and a water fixture unit count has been conducted for the project using the 2018 International Plumbing Code, please contact Tucson Water’s New Services section by sending an e-mail to TW_COMMON@tucsonaz.gov to discuss: a. Potential points of connection to Tucson Water’s existing water distribution system. Please note that hydraulic modeling will likely need to be performed to verify which potential points of connection have the capacity necessary to serve the proposed development. And, if so, that hydraulic modeling can be arranged through Tucson Water’s New Services section. b. The number of water service lines, water meters, and meter sizes, necessary to serve this development. c. The advantages and disadvantages of installing the necessary water meters via Tucson Water’s Job Order Contract (JOC) process. 7. 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 |