Permit Review Detail
Review Status: Completed
Review Details: SITE
Permit Number - T08CM02748
Review Name: SITE
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/26/2008 | DAVE MANN | FIRE | REVIEW | Denied | Show the location of the neatest fire hydrant, provide flow data from water supplier and type of construction of building. Indicate if the building will have automatic fire sprinklers and show south wall will be fire rated. See IFC Appendix B. |
| 08/26/2008 | RONALD BROWN | ZONING HC SITE | REVIEW | Denied | Sheet A1.0 1. Reference accessible parking and ramp design to Detail 6/A1.1. Sheet A1.1 2. Detail 6: Detectable warning is not required by code in this design. This is an Owner's Option. If detectable warning is retained, provide a miminum 4' wide accessible route behind detectable warning strip. 3. Detail 4: New Fine accessment is $532.00. 4. Detail 1: Detectable warning are required at marked crossings only as per 2006 IBC/ICC 177.1 Sections 406.12 and 406.14. |
| 08/27/2008 | TERRY STEVENS | ZONING | REVIEW | Denied | DSD TRANSMITTAL FROM: Terry Stevens Lead Planner PROJECT: T08CM02748 3231 N. Freeway Industrial Loop Site Plan TRANSMITTAL DATE: 8/28/08 COMMENTS: Please resubmit revised drawings along with redlines and a response letter, which states how all Zoning Review Section comments regarding the Land Use Code and Development Standards were addressed. 1. DS 2-02.2.1.4 A small, project-location map shall be drawn on the first sheet of the development plan, preferably in the upper right corner. The map should cover approximately one (1) square mile, be drawn at a minimum scale of 3" = 1 mile, and provide the following information. a. Identify conditions within the square mile area, such as major streets and watercourses. For example: I-10, the railroad, Ft. Lowell Rd.,etc. b. Section, township, and range; and section corners are missing. 2. DS 2-02.2.1.5 Provide radius and length of property line at the north corner of the property. 3. DS 2-02.2.1.7 The indicated street setback along the north and east property lines is indicated incorrectly. A search of the paving plans for this area indicates there is no parking along the north and northeast sides of the property. The parking lane is located on the north side of the street. Therefore the setback requirement of 21' or the height of the structure is from the edge of pavement. Revise. In the zoning code review section of page A1.0 revise the setback information per the above comment. Also the building height in this note should be 22'-2" not 21'-8" thus increasing the setback requirement. Provide dimensions from the building to the west property line. 4. DS 2-02.2.1.8 Any parking spaces adjacent to a vertical wall, fence or barrier greater than 6" in height is required to be a minimum of 10' in width. This will apply to the parking space adjacent to the trash enclosure. 5. DS 2-02.2.1.9 Clearly indicate the required 5' access aisle for the class two bicycle parking space. Revise detail to show access aisle. The indicated location of the bicycle parking space does not allow for an access aisle. A pedestrian circulation path cannot be used to access the bicycle parking spaces. Revise. 6. DS 2-02.2.1.12 Per DS 2-08.3.1 Within all development, a continuous pedestrian circulation path is required. This path must connect all public access areas of the development and the pedestrian circulation path located in any adjacent streets. A pedestrian circulation path is required to be connected from the building to the sidewalk located in the right of way along the north property line. 7. DS 2-02.2.1.13 If applicable, indicate the locations and types of proposed signs (wall, freestanding, pedestal) to assure there are no conflicts with other requirements and that minimal locational requirements can be met. 8. DS 2-02.2.1.25 If applicable, indicate proposed lighting layout and type. 9. DS 2-02.2.1.14 In the zoning code review check list portion of page A1.0. The loading zone portion indicates provided 2 - 12X55 loading zones. Plans indicate only one. Clarify. 10. Based on changes to this plan and responses to the above comments additional comments may be forth coming. If you have any questions about this transmittal, please call Terry Stevens, (520) 837-4961 C:\planning\cdrc\DSD\T08CM02748.doc RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised site plan and additional requested documents |
| 09/02/2008 | ANDREW CONNOR | NPPO | REVIEW | Approved | Exception |
| 09/02/2008 | ANDREW CONNOR | LANDSCAPE | REVIEW | Denied | 1. All landscape areas will be depressed to accept water flow from roofs, PAAL, and parking areas. Show by detail or spot elevations how landscape areas will accommodate water harvesting. 2. The site plan and landscape plan must show identical site layout to avoid conflict between the two plans. Ensure that all changes to the site plan are reflected on the landscape & grading plan. |
| 09/18/2008 | BIANCA RAMIREZ | ENGINEERING | REVIEW | Denied | DATE: August 23, 2008 SUBJECT: Site Plan TO: MPE LOCATION: 3231 N Freeway, T13S, R13E, Section 27, Ward 1 REVIEWERS: Bianca Ramirez, CFM ACTIVITY: T08CM02248 (First Review) RESUBMITTAL REQUIRED: Site Plan SUMMARY: Engineering Division of Development Services Department has received and reviewed the proposed site plan for the above referenced property. Engineering Division does not recommend approval of the site plan at this time. Please address the following review comments prior to the next submittal. Please include a response letter to the comments along with the corrected copies of the Site Plan. Site Plan: 1. Please provide section corners for location map per D.S. 2-02.2.1.4. 2. Dimension egress and ingress per D.S. 2-02.2.1.11. 3. Provide dimension for existing sidewalk per keynote #25. 4. Fully dimensioned loading space(s) and maneuvering area(s) per D.S. 2-02.2.1.14. 5. Fully dimension maneuvering area(s) per D.S. 2-02.2.1.14. DS Sec.2-02.2.1.A.14: Provide (label and dimension) the required onsite maneuvering area for the loading zone that is shown. Refer to AASHTO for the national standards for turning radii. 6. Provide drainage patterns and finished grades per D.S. 2-02.2.1.16. 7. DS Sec.2.02.2.1.A.16: Provide drainage arrows for roof drainage and provide locations of all concentration points. Specifically show roof down spout locations proposed buildings at pedestrian circulation areas. A detail for the dimension of the proposed scuppers that are used for collecting onsite roof drainage at all pedestrian sidewalk is required, refer to City of Tucson details. Any scuppers proposed under the sidewalk will be designed and constructed to convey the 10-year flood flow. Provide a drainage statement showing scupper calculations and provide recommendations, which demonstrate that the 10-year flood flow is contained under the sidewalk. 8. Label right-of-way and existing and future. If the dimenstion include both the existing and future ROW, please indicate accordingly per D.S. 2-02.2.1.19. 9. DS Sec. 2-05.2.4.H.2: Provide the right-of-way (ROW) recordation information for Freeway Industrial Loop. 10. Verify that all easements of record have been graphically shown on the plan together with recording docket and page per D.S. 2-02.2.1.20. 11. Dimension from street monument lines to existing and proposed curbs, sidewalks, driveways, and utility lines per D.S. 2-02.2.1.21. 12. Label Freeway Industrial Loop along northern side of parcel. Include all adequate information and dimensions. 13. Verify that contour lines are labeled and depicted accurately per D.S. 2-02.2.1.23. Extend contours to compare elevations to adjacent properties. 14. Provide contour interval on plan. 15. Verify that all fences, walls, or vegetation for screening and sight visibility by type, material, height, location and spacing have been provide on site plan per D.S. 2-02.2.1.27. 16. Show site plan activity number in the lower right hand corner of each sheet per D.S. 2-02.2.1.29. 17. Verify that the trash enclosure meets the minimum requirements as illustrated on City of Tucson Solid Waste Disposal Detail as indicated on enclosed detail. Specifically show concrete approad slab per D.S. 2-02.2.1.32 and D.S. 6-01.0. 18. DS Sec.2-02.2.1.A.32: Label and show the maneuverability for refuse vehicles in plan view at the proposed refuse container location. Label and dimension 14' X 40' clear approach. 19. Placement of fill in excess of 2' above existing grade at any location in the outer 100' of the developing site is not allowed and/or shall meet the requirements per D.S. 11-01. Please extend contours to verify elevation relationship of existing site with adjacent properties. 20. A permit or a private improvement agreement will be necessary for any work performed within the Right-of-way. Contact Permits and Codes at (520) 791-5100 for permit information. 21. Please show a typical cross section of the P.A.A.L. or call out the percentage of slopes. Call out the GB at the D/W, if applicable. 22. List the drainage engineer and the owner/developer on the plans with the pertinent information. 23. Add note: "Depress all landscaped areas 6" maximum for water harvesting". 24. All symbols on plans need to be indicated in legend. Indicate all symbols on plans and reference in legend. 25. "A grading permit will be required for this project. Submit 3 sets of grading with text, upon completion and submittal of a grading permit application. A grading permit may not be issued prior to site plan approval. Subsequent comments may be necessary, depending upon the nature and extent of revisions that occur to the plans". 26. Call out radaii of curbs on site plan. 27. Show continuious pedestrian circulation path connecting building to the sidewalk located in the right of way located along the north property line. 28. Provide section call out 28. Additional comments may be forthcoming. If you have any questions, I can be reached at 837-4928 or Bianca.Ramirez@tucsonaz.gov Bianca C. Ramirez Engineering Associate City of Tucson/Development Services Department 201 N. Stone Avenue P.O. Box 27210 Tucson, Arizona 85726-7210 (520) 837-4928 office (520) 879-8010 fax |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/01/2008 | CPIERCE1 | OUT TO CUSTOMER | Completed |
| 10/01/2008 | SUE REEVES | REJECT SHELF | Completed |