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Permit Review Detail
Review Status: Completed
Review Details: SITE
Permit Number - T04OT02054
Review Name: SITE
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/13/2004 | JIM EGAN | FIRE | REVIEW | Approved | |
| 10/15/2004 | Andrew Connor | LANDSCAPE | REVIEW | Denied | 1. Additional trees are required within the vehicular use area, 1 canopy tree is required for each 10 motor vehicle parking spaces. Every parking space shall be located within 40 feet of the trunk of a canopy tree, as measured from the center of the tree trunk per LUC 3.7.2.3 Ord. No. 10016, ยง1, 8/2/04. 2. Landscape plan shall include irrigation specification design and layout per DS 2-07.5.4.A & DS 2-07.5.4.B including source of irrigation, sleeves for driveways and sidewalks, locations of valves, low-flow bubblers or drip irrigation. 3. Submit NPPO plan or application for exception per DS 2-15.0 |
| 10/18/2004 | ANDREW CONNOR | NPPO | REVIEW | Denied | Submit NPPO plan or application for exception per DS 2-15.0 |
| 11/02/2004 | Peter McLaughlin | ZONING | REVIEW | Denied | See zoning comments filed under T04OT02056. |
| 11/02/2004 | Peter McLaughlin | HANDICAP-SITE | REVIEW | Denied | See zoning comments filed under T04OT02056. |
| 11/08/2004 | Doug Williams | ENGINEERING | REVIEW | Denied | SUBJECT: Drainage Report and Site review DATE: 08 November 2004 ACTIVITY NUMBERS: T04OT02054-2056 T15S, R14E, Section 8 Engineering Division has reviewed the Subject items. Approvals are not recommended at this time. Please provide a revised drainage report and site plan. Include a response letter addressing all of the following comments: DRAINAGE REPORT: The drainage report text must specify that the proposed drainage plan conforms to the approved drainage report for New Spain Industrial Park, Lots 1-32 as currently presented. Please assure any specific development requirements contained in the approved report that may apply to this project are discussed and appropriately addressed in a revised report. Please address the following comments prior to resubmittal: 1. Provide a copy of the site plan in the report, as stated on page 1. Depict and label on the site plan the 100-year floodplain limits and any areas of sheet flooding resulting from 100-year flood peaks of 100-cfs or greater. Include spot- or water surface elevations, ground contours, and clearly label any regulatory floodplain as such on the exhibit (Development Standard - DS 10-02.0, Sections 2.3.1.4 C 1, 3, 6 and 5.2.2 & 5.2.5). 2. Include the size location and type of inflow and outflow structures to be employed, with dimensions of critical portions of those structures (DS 10-02.0, Section 2.3.1.6 A 4 a). 3. Depict the location and size of (a) maintenance access ramp(s) for the basin (DS 10-02.0, Section 2.3.1.6 A 4 b). 4. A soils report is required to be submitted in conjunction with the design of each surface storage facility which utilizes infiltration as a method of basin drainage. The report shall contain at a minimum technical information on soil classification, erodibility, permeability, slope stability, groundwater elevation, infiltration rates, recommended minimum building setbacks (from basins and drainageways), whether or not hydro-collapsing soils are present, and contain the results of a minimum 30-foot deep soil boring (Pima County/City of Tucson Stormwater Detention/Retention Manual - DS 10-01 - Section 3.5.1.5). 5. Provide retention basin percolation test results in the revised drainage report. Include discussion/analysis of the test results to assure the maximum allowed time of disposal will not be exceeded for the proposed basin (DS 10-01.0, Sec. 3.5.1). SITE PLAN: 1. Provide a bearing in the basis of bearing referenced for this project (DS 2-02.2.1 A 5). 2. Revise/correct the Campbell Avenue future sight visibility triangles. The future curb location must first be depicted, as future sight visibility triangles are based upon the face of future curb - 12' west of the existing right of way/property line in this instance. See redlines on sheet X-1 (DS 2-02.. 2.1 A 10). 3. Depict and label the limits of the 100-year floodplain with water surface elevations provided (DS 2-02.2.1.15). 4. Provide estimated cut and fill quantities (DS 2-02.2.1 A 17). 5. Include "& drainage easement" in the labeling of the 30' shared access easement on the northern perimeter of the site (DS 2-02.2.1 A 20). 6. Provide 18' minimum unobstructed radii at all locations onsite where a Parking Area Access Lane (PAAL) intersects another PAAL, where emergency and solid waste vehicles must maneuver. Please assure any required pedestrian refuge areas are depicted and do not conflict with maneuverability areas (DS 3-05.2.1 C 3 a). 7. Provide a typical dumpster enclosure detail. The detail should specify a minimum 5" thick concrete slab, with bollards to be placed on the rear and side walls of an enclosure. Assure a minimum of 10 feet between sidewall bollards is clearly dimensioned (DS 6-01.4.0). 8. Depict roof drainage direction(s) and downspout locations with sidewalk scuppers depicted and labeled where necessary, demonstrating roof drainage flow conveyance under all sidewalk areas (DS 2-08.4.1 E & 2-08.5.1 E). 9. Depict, label and dimension basin maintenance access ramps on the site and grading plans (ref. drainage report comment # 3). GENERAL COMMENTS: 1. A grading permit will be required for this project. Please complete a grading permit application and submit with 3 sets of Grading and Stormwater Pollution Prevention Plans (SWPPP's) with text. 2. The grading permit may not be issued prior to site plan approval. 3. The SWPPP text must contain project-specific discussion addressing all necessary items for conformance with stormwater pollution prevention requirements. The "Construction SWPPP Checklist" may serve as a useful guideline for SWPPP preparation - available at the following link: http://www.adeq.state.az.us/environ/water/permits/download/cswppp.pdf. 4. Ensure a copy of the Arizona Pollutant Discharge Elimination System (AZPDES) General Permit is included in the text and that each submittal contains a signed copy of the Notice of Intent (NOI) as submitted to Arizona Department of Environmental Quality (ADEQ). The SWPPP should be consistent with the site and grading plans and drainage report. For additional information regarding SWPPP content specifications, go to: http://www.azdeq.gov/function/forms/appswater.html 5. Subsequent comments may be necessary upon resubmittal, depending upon the nature and extent of revisions on revised plans. *** Resubmittal will require a revised Drainage Report and Site plan *** If you have any questions, I can be reached at 791-5550 ext.1189, or by email at Doug.Williams@tucsonaz.gov Douglas Williams Sr. Engineering Associate Engineering Division Development Services Department City of Tucson |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 11/10/2004 | TAMI ACHONG | OUT TO CUSTOMER | Completed |
| 11/10/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |