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Permit Review Detail
Review Status: Completed
Review Details: SITE
Permit Number - T07CM00330
Review Name: SITE
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/30/2007 | DAVE MANN | FIRE | REVIEW | Denied | Distance to exisitng fire hydrant exceeds requirements per C.O.T. amendment to the 2003 IFC, Section 508.5.1 |
| 02/08/2007 | HEATHER THRALL | ZONING | REVIEW | Denied | TO: Development Services Department Plans Coordination Office FROM: Heather Thrall Senior Planner PROJECT: T07CM00330 1767 E. Benson Hwy Commercial Site Plan, 1st Review TRANSMITTAL DATE: February 13, 2007 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. This project was reviewed for compliance with the Land Use Code (LUC), Development Standard (DS), International Building Code 2003 (IBC), and American National Standard Institute (ANSI). Specifically, this plan was reviewed for content specified in DS 2-02. 2. The property description for this site shows that it was split in 1990. Please provide the lot split plan that would have been reviewed and required to be approved by the city. In addition, it appears that a new lot line is proposed on the plan separating the site from adjacent "undeveloped" areas. This line is not on the legend, please add to legend and clarify. A lot split, if proposed, is a separate process. 3. On the location map: Please make the map a scale of 3" = 1 mile. Please add the township range and section of this site and surrounding sections. 4. Increase all type to a minimum of 12 point to ensure microfilming is possible. 5. Provide a legend including all symbols and line weights on the plan. 6. Remove the shading from the plan - the shading is too dark to microfilm. 7. Per DS 2-02.2.1.6, with regards to buildings: A) please show the height and vertical clearance of the fuel canopy. B) Please show the roof overhang of the retail store - dimension C) Please show the vertical clearance of the roof overhang D) Show the actual provided setbacks from all lot lines (I acknowledge the setbacks for the structures appear to be in compliance) for records E) Show any support columns for the roof overhang on the retail building (for pedestrian clearance) 8. Per DS 2-02.2.1.8 and LUC 3.3.4, with regards to parking: A) please provide wheel stop barriers within 2'6" from the top of the parking space to ensure pedestrian clearance on the adjacent sidewalk is not compromised. Please add the wheel stop detail to the parking detail drawing. 9. Per DS 2-02.2.1.9 with regards to bicycle parking: A) the bicycle parking racks proposed do not meet the specifications per DS 2-09. Please see the updated bike rack figures shown in DS 2-09 and redesign. B) Bike racks can cross pedestrian sidewalks at a right angle, but cannot use a pedestrian walkway to gain access, and 5' clearance is needed on one side - flip the bike rack to be parallel with sidewalk adjacent and still provide 5' clearance. 10. Per DS 2-02.2.1.11, with regards to PAALs: A) a minimum PAAL width of 24' is required behind a parking space for two way access to the parking space. The PAAL width at the north side of the site is shown at a possible property line less than 24' wide. Explain what line is and ensure 24' clearance provided. B) Provide dimension for PAALs between fuel dispensers C) Call out curbing throughout the site and ensure curbing is provided to protect undeveloped land from vehicle access D) Clarify if vehicle turn around area to south side of site and dimension 11. Per DS 2-02.2.1.12, with regards to pedestrian/handicapped circulation: A) per DS 2-08.4.1.A, re-design crosswalk to bi-sect PAAL more safely - the cross-walk is quite lengthy and encourages pedestrian access centrally in the middle of the PAAL. The intention is to provide a safe pedestrian refuge area, which may take sidewalks to accomplish along the PAAL from Kino - with a shorter 90 degree bisection across the PAAL. B) The crosswalk provided behind the loading zones is unsafe - backing out over a crosswalk is not permitted. Re-design pedestrian access around this area. C) Provide widths for all crosswalks and sidewalks D) Provide detail drawing for ramps with slopes, dimensions and truncated domes (refer to ANSI 705.5. for help with truncated domes) E) Provide truncated domes at handicapped parking access aisle - where transitioning from sidewalk to vehicular use area at top of access aisle F) Dimension the sidewalk width in front of the building and identify what two objects are blocking the sidewalk - make sure 4' clearance between building front and parking lot is provided for pedestrians at all times. 12. Per DS 2-02.2.1.13, please clarify if there is any proposed free-standing signage or lighting with height and base detail specs. 13. Per DS 2-02.2.1.14, with regards to loading zones: A) loading areas cannot be stacked in front of a trash space B) the loading zones should be referred to as such rather than vendor parking. C) Loading zones must be a minimum of 12x35 feet and be striped D) See engineering for maneuvering requirements and whether they should be shown on the site plan. 14. Per DS 2-02.2.1.19, dimension the right of way for Kino and Benson A) label the half right of way B) label the future curb location 15. Per DS 2-02.2.1.20, please ensure all easements are referenced on the plan with their recordation information (docket/page) and type. 16. Per DS 2-02.2.1.32, please see engineering and environmental services depts for advisement on refuse locations. 17. Per DS 2-02.2.2.A.1, please provide the gross and net lot area. 18. Per DS 2-02.2.2.A.2, please provide the Floor Area Ratio calculation for the site (please reference Sec. 3.2.11.2.C/p. 213 of the LUC) - just the retail building is required, not the canopy as it is not an enclosed structure. 19. Depending upon the responses provided, further review comments may be forthcoming. Should you have any questions on this review, please contact me at Heather.Thrall@tucsonaz.gov or at 520-791-4541x1156. HCT C:\planning\site\DSD\T06CM00330 1767 e benson hy.doc RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised site plan and additional requested documents |
| 02/16/2007 | HEATHER THRALL | ZONING HC SITE | REVIEW | Denied | Please see zoning review comments. |
| 02/20/2007 | ANDREW CONNOR | LANDSCAPE | REVIEW | Denied | 1. Street landscape borders shall be located entirely on site, except that, if approved by the City Engineer or designee. Provide approval documentation for landscape within ROW. 2. A street landscape border, per Sec. 3.7.2.4 of the LUC, is a landscape area with a minimum width of ten (10) feet, running the full length of the street property line(s) bounding the site except for points of ingress-egress. Entire street frontage on Benson Hwy is required to have landscape borders (See next comment). 3. Verify lot lines are correct (See Zoning comments pertaining to lot splits). All improvements and site information, such as adjacent rights-of-way and property lines, shown on the landscape plan will be identical in size and location to those shown on the site plan. 4. A 30" continuous screen along street frontages for vehicle use area must be provided per LUC Table 3.7.2-I. 5. All plant material used for landscaping shall be selected from the Drought Tolerant Plant List in Development Standard 9-06. Chorisia speciosa, and Achillea tomentosa are not on the list, Revise plant list as necessary. 6. Show the locations on the landscape plans of protected native plants designated as PIP or TOS including required mitigation plants indicated on NPPO plans per DS 2-15.3.4.B.2 7. Revise the NPPO, landscape, site, and grading plans to show the limits of grading for this project. DS 2-15.3.4.A. 8. All disturbed, grubbed, graded, or bladed areas including area between the right-of-way line and sidewalk the curb shall be landscaped, reseeded, or treated with an inorganic or organic ground cover to help reduce dust pollution. Revise notes or indicate on the landscape plan as necessary per LUC 3.7.2.7. 9. Additional comments may apply. |
| 02/20/2007 | ANDREW CONNOR | NPPO | REVIEW | Denied | Show the locations on the landscape plans of protected native plants designated as PIP or TOS including required mitigation plants indicated on NPPO plans per DS 2-15.3.4.B.2 Revise the NPPO, landscape, site, and grading plans to show the limits of grading for this project. DS 2-15.3.4.A. |
| 02/27/2007 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Revise the site drawing to show the location and size of both the water meter and the reduced pressure backflow preventer assembly. Reference Section 103.2.3, UPC 2003. 2. Revise the site drawing to show the location of the public sewer and the proposed point of connection for the building sewer. Reference Section 103.2.3, UPC 2003. 3. Provide the rim elevation of the next upstream sanitary manhole and the first floor elevation. Determine the need for a backwater valve per Section 710.1, UPC 2003. |
| 03/07/2007 | PATRICIA GILBERT | ENGINEERING | REVIEW | Denied | DATE: March 9th, 2007 ACTIVITY NUMBER: T07CM00330 PROJECT NAME: Circle K PROJECT ADDRESS: 1767 East Benson Highway PROJECT REVIEWER: Patricia Gilbert, Engineering Associate The following items must be revised or added to the site plan. Please include a response letter with the next submittal that states how all comments have been addressed. RESUBMITTAL REQUIRED: SITE PLAN, DRAINAGE REPORT SUBMIT: REDLINED PLANS 1. Clarify the intent of the property lines depicted within the recorded boundary of the parcel. Is the intent to lot the lot? Refer to zoning comment 2. If this project is proposing new lot lines the process must be complete prior to site plan approval. 2. Provide the township, range and section for the location map. DS 2-02.2.1.A.4. 3. The location map should be at a scale of 3" = 1 mile. Revise appropriately. 4. All lettering and dimensions will be the equivalent of twelve point or greater in size. The purpose of this requirement is to assure that the lettering is legible when reproduced or microfilmed for record keeping purposes. Revise all lettering to be at least 12 point. 5. For legibility when microfilmed; remove the shading over the PAAL area (asphalt) and lighten the hatching for the sight visibility triangles. 6. Provide a legend showing the different line weights and symbols. 7. Show and label the length of all SVTs on the through side. An example is "345' SVT." See Redline. DS 2-02.2.1.A.10. 8. On streets with median islands a pedestrian SVT is required on the opposite side of approaching traffic. The length is 30'. Provide a Pedestrian SVT on the south side of the entrance/exit drive for Kino Pwy. DS 2-02.2.1.A.10., 3-01.5.1.B.1. 9. The near side SVT for entrance/exit drive for Kino Pwy. is not drawn correctly. The 20' stem side must drawn from the point where the two curbs of the 25'radius will insect. See figure 16 in DS 3-01 and redlines. The stem side all of the other SVTs shown on the plan are correct. 10. Provide future SVTs for all entrance and exit drives to the public roads; Benson Hwy and Kino Pwy. The through side length is drawn at the future face of curb. DS 2-02.2.1.A.10. 11. The minimum width for a two way PAAL is 24'. The PAAL located on the north side of the structure does not meet the minimum standards. Revise the plan to show a 24' PAAL within this area. DS 2-02.2.1.A.11. 12. The PAAL dimensions are difficult to determine due to the shading within the PAAL area. See above comment 5. DS 2-02.2.1.A.11. 13. Provide dimensions on the plan view for the cross walks and sidewalks within the project. DS 2-02.2.1.A.12. 14. The pedestrian circulation (crosswalk) behind the loading spaces is not an approvable location. Revise the plan to show the pedestrian circulation in location that is not behind vehicles backing out. DS 2-02.2.1.A.12. 15. Demonstrate on the plan view vehicular maneuverability for the loading space. DS 2-02.2.1.A14. 16. The solid waste enclosure can not be located in front of the loading spaces. Obstructions to accessibility to the solid waste enclosure is not permitted. Revise the plan to show the solid waste enclosure in an area where the solid waste truck can access the enclosure safely and without obstructions. DS 6-01.4.1.K. 17. Indicate a refuse enclosure detail as per D.S. 6-01.4.2.C. The base shall be a concrete slab with an inside clear dimension of ten (10) feet by ten (10) feet by five (5) inches thick. Steel pipes are required between the container and the enclosure's rear and side walls to prevent the container from damaging the enclosure while being serviced. Enclosure gates have a minimum opening of ten (10) feet. 18. Per Development Standard 6-01.4.2.C.1., food service establishments are required to provide a sewer connected drain in the center of the concrete slab to facilitate container cleaning. Revise the plan to show a drain and a connection to the sanitary sewer system. 19. Demonstrate solid waste vehicle maneuverability on the plan view. Solid waste vehicles require 36' inside radius and 50' outside radius. Revise plan appropriately. DS 6-01, figure one. 20. Show existing drainage patterns and finish grades throughout the site. DS 2-02.2.1.A.16. 21. Include on the site plan estimated cut and fill quantities. Proposed grading in excess of 5,000 yards is designated "engineered grading" and a soils engineering report is required with the Grading Plan submittal. Engineered grading plans must be prepared by a Registered Professional Civil Engineer. DS 2-02.2.1.A.17., DS 11-01 22. Kino Pkwy and Benson Hwy are designated an arterial street per the Major Streets & Route Plan (MS&R Plan). Label each road MS&R, indicate whether the road is public or private and provide the recordation data (book and page). DS 2-02.2.1.A.18. 23. Clearly label the future ½ ROW dimensions for Kino Pkwy and Benson Hwy., an example is, "Future ½ ROW 60'." The future location of the curb and sidewalk from street centerline must also be shown on the plan, dimensioned and labeled appropriately. If the existing and future are coincident, label as both existing and future. DS 2-02.2.1.A.19. 24. Label the existing ½ ROW for both Kino Pkwy and Benson Hwy. Show, label and dimension from street centerline to the existing sidewalk and curb location. DS 2-02.2.1.A.21. 25. Clearly indicate the width of the sidewalks located within the ROW. Indicate if the sidewalks are existing and/or proposed. DS 2-02.2.1.A.12. 26. Detectable warnings (truncated domes) will be required at all curb access ramps or at any area where the sidewalk is flush with the asphalt, within the ROW and the project. Revise the site plan appropriately. ICC/ANSI A117.1-2003 Sec. 406.13, D.S. 2-02.A.2.1.12 27. If applicable, graphically show all easements of record on the plan with recordation data, Book and Page. DS 2-02.2.1.A.20. 28. Provide the Bench Mark based on City of Tucson datum, provide book and page. DS 2-02.2.1.A.23. 29. Please note that subsequent comments may be necessary upon resubmittal, depending on the nature and extent of revisions that occur to the plans. TRAFFIC ANANLYSIS COMMENTS 1. The review for the TIA Report (dated 1-11-07) will need to be coordinated with TDOT to assess current improvements that are in review or to be constructed in the adjacent right-of-ways; further comments are forthcoming. Specifically, it is important that proposed entrance alignment and design is coordinated with other current intersection improvements along Campbell. Call for consultant contact information and check with Permits and Codes for any PIA /right-of-way coordination. DRAINAGE REPORT COMMENTS 1. The submitted drainage document does not meet the minimum standards for report content and format as described in the Standards Manual for Drainage Design and Floodplain Management section 2.3.1. Provide a drainage report that meets the minimum standards. The drainage standards can be found on the internet at the following address; http://www.tucsonaz.gov/dsd/Codes___Ordinances/codes___ordinances.html |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 03/16/2007 | DELMA ROBEY | OUT TO CUSTOMER | Completed |
| 03/16/2007 | SUE REEVES | REJECT SHELF | Completed |