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Plan Review Detail
Review Status: Completed
Review Details: PREAPPLICATION LABELS
Plan Number - T22PRE0179
Review Name: PREAPPLICATION LABELS
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/16/2022 | JPEELDA1 | COT NON-DSD | FIRE | Reqs Change | If gates are provided a KNOX Gate Key switch shall be provided and a KNOX Box. All structures shall be within 400' as the hose lays of a fire hydrant and or a fire sprinkler system shall be installed Fire department access roads shall be 20' wide IFC 2018, 503.2.1 Buildings and Facilities shall comply with IFC 2018, Chapter 5, Section 503.1.1 - all portions within 150' of a fire department access road Questions: Jennifer Peel-Davis Jennifer.Peel-Davis@Tucsonaz.gov 520-837-7033 Fire Plans Examiner |
| 08/23/2022 | PAUL CAMARENA | ZONING | REVIEW | Completed | CDRC Thursday Pre-Submittal Transmittal PDSD Zoning Review FROM: Paul Camarena, Planner PROJECT: Thursday Pre-submittal meeting – T22PRE0179 Address: 9210 E VALENCIA RD Parcel(s): 141390010 Zoning: C-2 TRANSMITTAL DATE: 08/23/2022 COMMENTS: 1. Development must comply with the Administrative Manual Section 2-07 – Block Plat. A Development package will be required for each site. The parcel containing the bank and retail can be done under one development package. 2. For the site along Valencia Rd the use is Financial Service, (Excluding non-chartered institutions) which is permitted in the C-2 zone. The development is subject to use specific standards C-2: 4.9.4.L.3, 4.9.13.E, and 4.9.13.P . The use is General Merchandise Sales, (excluding Large Retail Establishment), which is permitted in the C-2 zone which is subject to use specific standards C-2, 4.9.9.B.1 3. Vehicular parking requirements for Financial Service are 1 space per 300 sq. ft. GFA, Vehicular parking requirements for Retail trade (Shopping center) are 1 space per 300 sq. ft. GFA, 60 spaces provided 3 spaces are required to be accessible parking space 4. Bicycle Parking requirements for financial service are 1 space per 2,000 sq. ft. GFA. Minimum requirement is 2 space for short term parking spaces and long term spaces required1 space per 12,000 sq. ft. GFA. Minimum requirement is 2 spaces. Bicycle Parking requirements for Retail trade are 1 space per 5,000 sq. ft. GFA. Minimum requirement is 2 space for short term parking spaces and long term spaces required1 space per 12,000 sq. ft. GFA. Minimum requirement is 2 spaces. 5. The minimum width of a two-way PAAL is 24 ft. A cross access easement may be required since access is split between multiple parcels. 6. The setbacks along S Nexus Rd and along E Valencia Rd is 21ft measured from the back of future curb location. The setback along the south for the multifamily would be 1½(H) and along the east side the setback would be 0. 7. For the site along Nexus Rd the use is Multifamily Development which is permitted in the C-2 zone. 8.Claify how many units are being proposed. If more than 70 units are being proposed the parking calculation would be 1.25 spaces per dwelling unit. 9. The maximum height is 40' If you have any questions, please contact me at Paul.Camarena@tucsonaz.gov |
| 08/23/2022 | DSTIFFE1 | COT NON-DSD | TRAFFIC | Reqs Change | T22PRE0179 Comments: 1. This project is going to require a PIA. https://www.tucsonaz.gov/tdot/private-improvement-agreement Call 520-791-4371 for details. The PIA is going to require, 2. Any existing curb or sidewalk that is non-compliant with current standards will be reconstructed to meet current standards. 3. Any existing sidewalk that is less than 4 Ft in width, will be widened to 5 Ft. 4. Any existing curb access ramps that are non-compliant with current standards will be adjusted or removed and replaced to meet current standards. 5. New curb returns on Nexus Rd and Valencia Rd are to have a minimum 25 Ft. radius and constructed with New curb per P.A.G. standard 209. (Provide keynote in DP stating the standard.) 6. New curb access ramps to be constructed at each curb return, per P.A.G. standard 207. (Provide keynote in DP stating the standard.) 7. Any and all New concrete curb installed within the ROW is to be constructed per P.A.G. standard 209. (Provide keynote in DP stating the standard.) 8. Any new sidewalk is to be installed along both Nexus and or Valencia, new sidewalk is to be 6 Ft wide and constructed per P.A.G. standard 200. (Provide keynote in DP stating the standard.) 9. New sidewalk is to be installed with a 3 Ft minimum buffer between curb and sidewalk, unless right of way is limited. 10. If existing sidewalk is either adjacent to back of curb, or less than standard width, a minimum of a 3:1 ratio taper is required in the transition when constructing new sidewalk. 11. Protect in place existing streetlights or relocate appropriately. 12. Protect in place existing catch basins. 13. Specifically regarding the new entrance at the southern most end on Nexus. This catch basin is either within, or most very nearly within the new curb return. The PIA review will determine the process and details necessary for the construction regarding this. 14. Regarding the existing entrance off of Nexus into the Walgreens parking lot. Both of these curb access ramps are non-compliant. The scope of this development probably only includes the southern-most ramp. This existing curb access ramp will need to be brought up to current standards. 15. Along Valencia will be a "new" curb line, with newly constructed entrances to the development. Roadway width requirements will include: East bound Valencia travel lane and a 5 Ft. wide bike lane. Curb returns are to have a minimum of 25 Ft radius. 16. At the existing entrance to the Walgreens off of Valencia. The existing header on the east side of this entrance, will need to be removed and replaced with P.A.G. standard 209 curb and a new curb return with a minimum or a 25 Ft radius. 17. The Sight Visibility Triangles (SVTs) on Nexus need to be corrected. Nexus is an MS&R arterial street. The SVTs shall be 345' on the Near Side and 125' on the far side. Please note this at each entrance on Nexus. 18. Protect in place or relocate accordingly, existing regulatory or warning signs. 19. The recommended process of construction of these requirements is that after the DP/ plans are approved and when construction within the Right of Way is going to commence, first obtain a ROW permit, TDOTPermitCenter@tucsonaz.gov then call an inspector for a precon. Inspectors will not only confirm and explain the details necessary, but also evaluate existing conditions to determine if any adjustments are necessary. David Stiffey DTM Project Coordinator David.Stiffey@tucsonaz.gov |
| 08/24/2022 | SBEASLE1 | TUCSON WATER NEW AREA DEVELOPMENT | REVIEW | Completed | 130 - 200 pm - T22PRE0179 - 9210 E VALENCIA - Block Plat Villa Valencia 1. Tucson Water's New Area Development Unit has no objections to the proposed development and offers the following comments for your convenience. 2. This project must connect to the existing 12" water main in S. Nexus Road, but the existing electrical pedestal on the east side of S. Nexus Road may prevent you from connecting to the existing 8" water main stub, as shown on your site plan. 3. If an on-site fire water service loop is required to supply fire suppression water to on-site fire hydrants and/or fire suppression sprinkler systems, the fire water service loop must consist of public water mains connecting to two different existing points in Tucson Water's existing distribution system. 4. The design of all on-site and off-site public water mains must be approved via Tucson Water's normal Water Master Plan and Water Design Plan review processes. 5. 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 |
| 08/24/2022 | AWARNER1 | LANDSCAPE | REVIEW | Completed | CDRC TRANSMITTAL PROJECT: Villa Valencia ACTIVITY NO. T22PRE0179 ADDRESS/PARCEL: 9210 E Valencia Rd ZONING: C-2 The replat will have to address the NPP issue with the submittal of the lot combo/block plat. 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. • Many more trees will be required to be placed within the parking areas • A 10’ minimum street landscape border is required along all public streets • Minimum 10’ Interior landscape borders are required adjacent to any single or multi family use, regardless of zoning 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 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. 7.7. Native Plant Preservation – The replat will have to address the NPP issue with the submittal of the lot combo/block plat. There is an existing NPP plan (DP19-0156) and subsequent grading that did not adhere to the plans. The site will require mitigation at a 2 to 1 ratio for missing vegetation. 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. 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 this transmittal, contact Anne Warner, RLA PDSD Landscape/NPPO Review at email anne.warner@tucsonaz.gov |
| 08/25/2022 | SBLOOD1 | ENGINEERING | REVIEW | Completed | 1. The site is in a balanced basin. Balanced basin detention and first flush retention are required. 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 edits to the manual found: https://www.tucsonaz.gov/files/pdsd/codes/Detention_Retention_Manual_Tech_Standards_Amemdments.pdf 2. Maximize water harvesting. 3. A block plat may be used to combine and reconfigure the remaining lots from the old subdivision. A separate development package will be required for the development of each parcel therein. 4. Show a complete pedestrian circulation path including out to E Valencia Rd and S Nexus Rd. Stephen Blood (520) 837-4958 Stephen.blood@tucsonaz.gov |