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Plan Review Detail
Review Status: Approved
Review Details: PRE-APPLICATION CONFERENCE REVIEW v.1
Plan Number - TP-PRE-0223-00109
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 | 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. Balanced basin retention is required on the site. Stormwater detention on the site must be such that post development peak discharge rates are reduced to pre-development rates. 2. First flush stormwater retention is required. The first half inch of rain must be retained onsite in basins or landscaped areas. 3. Adhere to Low Impact Design standards by maximizing water harvesting to landscaped areas. 4. A lot combination will be required for this development. 5. Provide complete pedestrian access from all frontage roads and out to dumpster. 6. Show 25' vertical clearance and 14' by 40' clear zone for trash enclosure compliant with TSM 8-01.5.3B. 7. Alley trash service will need to be approved by ES. Contact Andy Vera at andy.vera@tucsonaz.gov Lianne Evans lianne.evans@tucsonaz.gov |
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| Site Landscape | REVIEW COMPLETED | PROJECT: SALAD & GO ACTIVITY NO. TP-PRE-0223-00109 ADDRESS/PARCEL: 1101 N 6TH AV/115-04-3120 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. There must be a NPPO or NPPO waiver. An NPPO is required per UDC 7.7.3-B. 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-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. 3. 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. 4. There will need to be a street landscape border on E Speedway Bl & N 6TH Av per UDC 7.6.4.C-2 and Table 7.6.4-1. See UDC 7.6.4.C for landscape border requirements. 5. See Engineering notes for Retention/Detention. 6. 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. 7. The Landscape Plan should match the Commercial Rainwater Harvesting Plan as well as the Grading Plan. Please include spot elevations in the detention/retention areas as well as in all water harvesting areas in the Landscape Plan. 8. Maximize the rainwater harvesting across the site into the landscape areas, including but not limited to the street landscape borders as well as the tree wells for the required trees for the parking lot. 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: Paul Camarena, Planner PROJECT: Thursday Pre-submittal meeting – TP-PRE-0223-00109 Address: 135 E Speedway Bl. Parcel(s): 115-04-3120, 115-04-3110, 115-04-3100 Zoning: C-2 Existing Use: Vacant Proposed Use: Food Service TRANSMITTAL DATE: March 8, 2023 COMMENTS: 1. Development must comply with the Administrative Manual Section 2-06 - Development Package. 2. Clarify if there are no internal or external seating the use will be considered "Food and Beverage Sales”, if seating is provided then the use will be considered "Food Service". Both uses are allowed uses in the C-2 zone. 3. Parking requirements are as follows: a. Food Service - 1 space/100 sf of GFA and outdoor seating b. Food and beverage Sales - 1 space/300 sf of GFA 4. Short-term bike parking requirements are as follows: a. Food Service - 1 space/2,000 sf of GFA, minimum 2 spaces b. Food and beverage Sales - 1 space/5,000 sf of GFA, minimum 2 spaces 5. Long-term bike parking requirements are as follows: a. Food Service - 1 space/12,000 sf of GFA, minimum 2 spaces b. Food and beverage Sales - 1 space/12,000 sf of GFA, minimum 2 spaces 6. The minimum width of a two-way PAAL is 24 ft. 7. The required setback along speedway and 6th Av is the greater of 21ft or the Height measured from the back of existing curb or future curb location. The proposed width of Speedway is 120'. The required setbacks on the side and rear yards are 0' 8. A lot combination will be required. 9. 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. Pedestrian access along the street is required. Show complete pedestrian circulation for the site. 10. 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 Paul.Camarena@tucsonaz.gov |
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| Traffic Engineering Review | REVIEW COMPLETED | TP-PRE-0223-00109 1101 N. 6th Ave. Comments: 1. A Traffic Impact Analysis is required for this project. Dependent upon the TIA results, 2. Any existing curb, sidewalk or curb access ramps that are non-compliant will be reconstructed to meet current standards. 3. New concrete curb per P.A.G. standard 209. Connect new to existing per P.A.G. standard 211. 4. New concrete curb returns are to have a 25 Ft. radius. 5. New curb access ramps to be constructed at each curb return, per P.A.G. standard 207. 6. New concrete sidewalk shall be a minimum of 5’ wide on arterial streets. New concrete sidewalk per P.A.G. standard 200. Connect new to existing per P.A.G. standard 203. 7. Sidewalk immediately adjacent to curb shall be 6’ wide. 8. New curb access ramp on the NW corner of Speedway Blvd and 6th Ave. 9. Where adjoining sidewalk from the pedestrian on-site circulation path on the property ties to the sidewalk in the ROW, 60” X 60” ADA landing is required. Landings shall be 60” X 60” and not to exceed a 2% cross slope in all directions. 10. A sidewalk connection to the sidewalk on Speedway is needed to connect the on-site pedestrian circulation path the sidewalk in the ROW. This connection likewise needs to be an ADA Landing. 11. 3’ minimum buffer between curb and sidewalk, unless ROW is limited. 12. Per the Access Management Guidelines (5.4.2) driveway entrances must be 150’ from the curb line of the nearest street to the curb cut of the entrance. 13. If access is granted for ingress/ egress onto Speedway Blvd, a right-in/ right-out entrance will be required. 14. Protect in place existing streetlights. 15. Protect in place existing traffic signal poles. 16. Protect in place or relocate accordingly, existing regulatory or warning signs. 17. Show Sight Visibility Triangles on your DP. David Stiffey DTM Project Coordinator David.Stiffey@tucsonaz.gov |
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| TW Hydraulic Modeling Review | REVIEW COMPLETED | 1. Tucson Water has no objections to, or comments on, the proposed development. 2. 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 |