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Plan Review Detail
Review Status: Approved
Review Details: PRE-APPLICATION CONFERENCE REVIEW v.1
Plan Number - TP-PRE-1122-00015
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 | Comments: Section 912.2.1 Installation. Fire department connections shall be installed in accordance with the NFPA standard applicable to the system design and shall comply with Sections 912.2 through 912.7 Section D105.1 Where required. Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feet (9144 mm), approved aerial fire apparatus access roads shall be provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave of a pitched roof, the intersection of the roof to the exterior wall, or the top of parapet walls, whichever is greater. Section D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925 mm), exclusive of shoulders, in the immediate vicinity of the building or portion thereof. Section D105.3 Proximity to building. One or more of required access routes meeting this condition shall be located not less than 15 feet (4572 mm) and not greater than 30 feet (9144 mm) 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 approve by the fire code official. Comments: Section 507.5.1 and exceptions Where required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 400 feet (122 m) 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. Section 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 (30 480 mm) of the fire department connections. 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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| ROW Engineering Review | REVIEW COMPLETED | TP-PRE-1122-00015 75 N. Wilmot Rd. Comments: 1. Any existing curb, sidewalk or curb access ramps that are non-compliant with current standards, will be reconstructed to meet current standards. (If these items are to be constructed) 2. Curb access ramps per P.A.G. standard 207. 3. Concrete curb per P.A.G. standard 209. 4. Concrete sidewalk per P.A.G. standard 200. 5. For additional information contact an inspector for an onsite precon. 520-791-5100 David Stiffey DTM Project Coordinator David.Stiffey@tucsonaz.gov |
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| Site Engineering | REVIEW COMPLETED | 1. The site is located in a balanced basin. Stormwater runoff exiting the site post development must be equal to or less than the peak discharge rate pre-development. 2. In accordance with Low Impact Design first flush retention standards, the site must retain the first 0.5 inches of rain water that flows off of impervious and disturbed surfaces in water harvesting basins or landscaped areas. 3. Stormwater harvesting must be maximized through water retention in landscaped areas and basins. 4. A ground-level sidewalk is required between the parking garage and the office structure. 5. An external circulation path to the sidewalk along Wilmot from both the parking garage and office is required in compliance with TSM 7-01.3.0. 6. A sidewalk will be required between the PAAL and the buildings in compliance with TSM 7-01.4.1B. 7. The loading and waste pickup zone must comply with standards outlined in TSM 8-01.5. Lianne Evans lianne.evans@tucsonaz.gov 520-837-5341 |
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| Site Landscape | REVIEW COMPLETED | CDRC TRANSMITTAL PROJECT: RRC SIX STORY BUILDING ACTIVITY NO. TP-PRE-1122-00015 ADDRESS/PARCEL: 75 N WILMOT RD/127-09-012D ZONING: OCR-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. 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. Per Table 7.6.4.c-1 a 30” screen is required along Wilmot Rd as well as 10’ street and interior landscape borders. 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. Maximize water harvesting across the site, especially into the landscaped areas. 9. 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. 10. 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-1122-00015 Address: 75 N WILMOT RD Parcel(s): 12709012D Zoning: OCR-2 Existing Use: Vacant Proposed Use: Office TRANSMITTAL DATE: 12/8/2022 COMMENTS: 1. Development must comply with the Administrative Manual Section 2-06 - Development Package. 2. The use is Administrative and Professional Office, which is permitted in the OCR-2 zone. 3.The Maximum allowed height in the OCR-2 zone is 300ft. 4. The Interior setback to the North, south and west property line is zero. 5. The street perimeter yard setback along Wilmot Rd is the greater of 21ft or the Height measured from the back of existing curb or future curb location. 6. Vehicular parking requirements are 1 space per 300 sq. ft. GFA, 300 spaces are required with 8 being an accessible parking space 7. Out of the total required parking spaces 60 of the spaces must designated as electric vehicle parking. Out of those 60 spaces 3 must be accessible compliant spaces. From the total 60 EV spaces 15 must be EV ready spaces and 45 EV spaces must be EV Capable spaces. EV Ready - The purpose of EV Ready EVSE is to provide lower cost ready access to EV charging in locations with familiar or semi-regular users. Location-specific management strategies can be utilized to monitor or bill for charging access. Users may be required to provide their own charging cables to connect to an available outlet, or management may opt to provide this component. EV Ready spaces provide significant cost savings over retrofits if they are upgraded to EV Installed stations in the future. 1. The outlet near the EV Ready parking space shall be permanently and visibly marked as "EV Ready ." 2. This marking shall be changed if upgraded to EV Installed . 3. In the service panel or subpanel directory, the branch circuit shall be identified as "EV Ready ." 4. Information for how to access and charge at EV Ready parking spaces through site- specific management plans shall be clearly visible in the parking lot. EV Capable - The purpose of EV Capable conduit is to provide cost effective 'future proofing' for future EV charging at a site. 1. The raceway termination location near the EV Capable parking space shall be permanently and visibly marked as "EV Capable ." 2. This marking shall be changed if upgraded to EV Ready or EV Installed. 3. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future electrical vehicle charging as "EV Capable ". a. A cross-access agreement with parcel 12709012E will be required since parking will be accessed from that site. 8. Bicycle Parking requirements- Short-term parking 1 space per 20,000 sq. ft. GFA, the minimum requirement is 2 spaces, Long-term parking 1 space per 6,000 sq. ft. GFA, the minimum requirement is 2 spaces; 9. The minimum width of a two-way PAAL is 24 ft. 10. 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. 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, please contact me at Paul.Camarena@tucsonaz.gov |
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| TW Hydraulic Modeling Review | REVIEW COMPLETED | 1. Tucson Water has no objections to 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 |