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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T02CM04905
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 12/16/2002 | JIM EGAN | FIRE | REVIEW | Approved | |
| 12/16/2002 | PETER MCLAUGHLIN | ZONING | REVIEW | Denied | SITE PLAN TRANSMITTAL TO: Metro Permit Express 1010 N. Alvernon Way Tucson, AZ 85711 (520) 977-7187 FROM: Peter McLaughlin Senior Planner Development Services Dept. FOR: Patricia Gehlen Principal Planner Development Services Dept. PROJECT: T02CM04905 TCI Tire Center Expansion and Remodel 1100 W. Glenn Street Site Plan Review (1st review) TRANSMITTAL: December 27, 2002 COMMENTS: Please attach a response letter with the next submittal, which states how all Zoning Review Section comments regarding the Land Use Code and Development Standards were addressed. 1. This project was reviewed as a greater than 25 percent expansion. Full code compliance is required. DS 2-02 2. Please add percent building area expansion for this proposal on the site plan (4,034 square feet proposed ÷ 6,450 square feet existing = 63 % expansion). Percent expansions are cumulative, so that if the building area has been previously expanded, those calculations shall also be included. DS 2-02.2.2.A.6 3. Dimension the wheelstop curbs from the front of parking spaces per DS 3-05.2.3.C.2. Wheelstop curbing is to be located two-and-one-half (2 ½) feet from the front of parking spaces. No wheelstop is shown for the southernmost parking space (see comment 11 regarding this space). Please revise. DS 3-05.2.3.C 4. Because Glenn St is a designated MS&R, revise street yard building setback to read "the greater of 21' or height of structure wall measured from back of future curb location". DS 2-02.2.1.A.7 LUC 3.2.6.5 5. The site plan keynotes state that the loading zone(s) provided are to be 12' × 35'. However, the loading zones dimension to 12'× 45' and the loading zone calcs state that they are to be 12' × 45. Please revise one or the other for consistency. The minimum required length of a loading zone for the proposed use is 35 feet. DS 2-02.2.2.A.5 DS 2-02.2.1.A.14 6. Also add to the bicycle parking detail, a 6-foot dimension for the bicycle length and a 5-foot clear area for bicycle maneuverability per DS 2-09. There does not appear to be an area to maneuver the bicycles into the parking spaces. DS 2-02.2.1.A.9 DS 2-09.6.3 7. If easements exist on the site, please place the recordation information, including docket and page reference numbers on the site plan. DS 2-02.2.1.A.20 8. If there are any billboards on site, please demonstrate compliance with LUC 3.5.4.26. Also, please dimension the size and height of the existing monument sign. LUC 2.5.4.2.A.5 DS 2-02.2.1.A.13 9. Dimension the length and width of the vehicle parking spaces provided. The parking space immediately to the south of the handicapped spaces does not appear to meet the minimum width requirement. DS 2-02.2.1.A.8 10. Dimension the widths of the handicapped parking spaces and access ramp. Provide the maximum slope of the handicapped ramp to be provided. ANSI/IBC 11. Correct the location of existing site visibility triangles (SVTs). The stem side must be dimensioned to twenty feet from existing edge of pavement. Add future SVTs, which are to be dimensioned twenty feet from future curb location along Glenn Street (MS&R. It appears that the southernmost vehicle parking space (the one without a wheel stop curb) is located within the existing/future SVT. If so, it may not be counted toward meeting parking requirements, as it must be relocated. DS 2-02.2.1.A.10 DS 3-05.2.2.C DS 3-01.5 12. Please dimension clearly from all MS&R street monument lines for Glenn Street, the future curb location, and future sidewalk location based on the MS&R future plan. DS 2-02.2.1.A.19 and .21 13. Areas that are striped pedestrian paths, which are not crosswalks, must be made of concrete and be physically separated from adjacent PAALs/vehicle use area. Please revise pedestrian path which connects to the proposed warehouse to be physically separated unless there are bay entrances located along the east side of the existing building (see comment 18). DS 2-08.4.1 14. Please add the legal description of the property to the site plan. DS 2-02.2.1.A.2 15. Provide a floor area ratio (FAR) calculation to the plan. The FAR is calculated as the building gross floor area ÷ site area. In this case, the FAR would be calculated as 10,484 sq ft ÷ 62,500 sq. ft. = 0.17. The maximum allowed FAR per development designator 34 is 2.00.v DS 2-02.2.2.A 16. A backup spur is required at the northern end of the main parking lot to allow vehicles parked in the northernmost (handicapped) parking space to turn around and exit the site. The minimum required depth of a backup spur is 3 feet, with a 3-foot radius, and a three-foot area provided between the back of the spur and any wall or obstruction over six inches in height. DS 3-05.2.2.D 17. Continuous pedestrian circulation must provide connection between to all buildings. Please indicate on the drawing a sidewalk connection to the existing building per DS 2-08.3.1. DS 2-02.2.1.A.12 18. Please show the location of all three service bays, and access thereto. Where there are not bay doors existing or proposed, a five foot wide pedestrian refuge area with a minimum four-foot wide sidewalk is required between buildings and PAALs. The refuge areas must include a four-foot wide concrete sidewalk that is physically separate from the PAAL. DS 3-05.2.2.B.1 If you have any questions about this transmittal, please call Peter McLaughlin, (520) 791-5608. If you have any questions about this transmittal, please call (520) 791-5608. |
| 12/27/2002 | JAMES TATE | FLOODPLAIN | REVIEW | Denied | Include a copy of the stamped approved site plan with the submittal. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 01/09/2003 | MONICA VALDEZ | OUT TO CUSTOMER | Completed |