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Permit Review Detail

Permit Number: T07CM01961
Parcel: 137051610

Review Status: Completed

Review Details: SITE

Permit Number - T07CM01961
Review Name: SITE
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
05/21/2007 MARTIN BROWN FIRE REVIEW Approved
05/24/2007 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Revise the site drawing to include the following information:
a. the location and size of the water meter
b. the location of the main water lines and fire hydrants
c. the location and size of the public sanitary sewer and
d. the location, invert, and rim elevation of all manholes and cleanouts.
Reference City of Tucson Development Standard No. 2-05.0 and Section 103.2.3, UPC 2003.
05/30/2007 STEVE SHIELDS ZONING REVIEW Denied DSD TRANSMITTAL

FROM: Steve Shields
Lead Planner

PROJECT: ABC Insurance
T07CM01961
Site Plan (1st Review)

TRANSMITTAL DATE: May 30, 2007

COMMENTS: Please resubmit revised drawings and a response letter, which states how all Zoning Review Section comments regarding the Land Use Code and Development Standards were addressed.

1. This site plan was reviewed for compliance with the City of Tucson Development Standards (D.S.) and Land Use Code (LUC) for full code compliance for the full site.

2. All lettering and dimension shall be the equivalent of twelve (0.12") point or greater in size to facilitate reproduction and photographically reduced (microfilm) for record keeping.

3. Provide a copy of the last approved site plan.

4. Add a note to the plan stating "THIS SITE PLAN IS DESIGNED TO MEET THE OVERLAY ZONE CRITERIA: SEC. 2.8.3 MAJOR STREETS AND ROUTES (MS&R) SETBACK ZONE".

5. It does not appear that Irvington Road is currently at the future right-of-way (ROW) of 120'. This said, the proposed project should be designed to meet the future ROW or provide a separate site plan showing how the project will meet the LUC & D.S. requirements when the ROW is taken.

6. D.S. 2-02.2.1.A.4 Provide a location map which meets the minimum requirements of D.S. 2-05.2.1.D. Show all major watercourses and section corners on the location map.

7. D.S. 2-02.2.1.A.5 Provide the lot bearings on the site plan.

8. D.S. 2-02.2.1.A.6 Per the latest aerial photo there appears to be some type of storage shed located in the southwest corner of the parcel, clarify.

9. D.S. 2-02.2.1.A.8 Provide a dimension for the width of the proposed parking space located at the northeast corner of the parking area, adjacent to the block wall. Per D.S. 3-05.2.1.3 this space is required to be ten (10) foot wide.

10. D.S. 2-02.2.1.A.8 Provide a backup spur at the south end of the parking area access lane (PAAL) per D.S. 3-05.2.2.D. Delineate on the plan the location of the columns supporting the existing covered porch so that Zoning can verify that the requirements of D.S. 3-05.2.2.D are being met.

11. D.S. 2-02.2.1.A.9 Provide the specific type of rack proposed for the bicycle parking. The proposed "POST" type rack does not meet the requirements of D.S. 2-09.2.3. Be aware that that development standard 2-09 has been revised. The revised standards can be found at the DSD web site: http://www.tucsonaz.gov/dsd/Codes___Ordinances/DevStd209.pdf

12. D.S. 2-02.2.1.A.9 It is unclear where the 5'-0" access aisle is located at on the site plan, clarify.

13. D.S. 2-02.2.1.A.10 It does not appear that Irvington Road is currently at the future ROW of 120'. Provide future sight visibility triangles (SVT's) on the plan.

14. D.S. 2-02.A.2.1.12 Per D.S. 2-08.3.1 a continuous pedestrian circulation/accessible route is required from the existing building to the pedestrian circulation/accessible route located within the adjacent street. Provide a sidewalk from the existing building to the sidewalk located adjacent to Irvington Road. All accessible routes shall consist of a walking surface with a slope not steeper than 1:20. The cross slope of a walking surface shall not be steeper than 1:48. All slopes are to be indicated on the plan and associated details. ANSI 403.3

15. D.S. 2-02.A.2.1.12 All accessible curb ramps including the flush entrances of buildings shall have truncated domes installed that shall be twenty-four (24) inches minimum in the direction of travel and extend the full width of the curb ramp or flush surface. The domes shall be located so the edge nearest the curb line is six (6) inches to eight (8) inches from the curb line. ANSI 406.12, ANSI 705. Provide truncated domes along the entire distance where the asphalt paving is flush with the concrete sidewalk.

16. D.S. 2-02.A.2.1.12 Per D.S. 3-05.2.3.C.1 Some type of barrier is required along the north side of the existing covered porch to prevent vehicles from damaging the structure.

17. D.S. 2-02.A.2.1.18 Add "MS&R ROUTE" to the street name.

18. D.S. 2-02.A.2.1.19 The right-of-way (ROW) dimension shown on the plan in incorrect. This dimension for existing ROW should be shown to the property line. Also this dimension is shown at 60' ½ ROW, it does not appear that Irvington Road is currently at the future ROW of 120'. Revise the plan to shown existing and future ROW.

19. D.S. 2-02.A.2.1.21 Based on comments 5 & 18, show the location of future curb on the plan.

20. D.S. 2-02.2.1.A.25 If applicable provide existing and proposed freestanding lighting layout and type. Provide a detail; list the height of pole and type of lighting.

21. D.S. 2-02.A.2.1.31 The proposed use should be shown as "ADMINISTRATIVE AND PROFESSIONAL OFFICE SUBJECT TO: SEC. 3.5.13.5

22. D.S. 2-02.A.2.1.32 Show the location of the refuse container.

23. D.S. 2-02.A.2.2.A.2 There appears some of the text under GENERAL INFORMATION, BLDG SQ FOOTAGE does not align correctly, clarify.

24. D.S. 2-02.A.2.2.A.3 The Floor Area Ratio (FAR) calculation is incorrect. Using a Development Designator "31" & LUC Sec. 3.2.3.2.B the allowable FAR is 0.90. The provided FAR calculation does not include covered porch areas. Revise the FAR calculation.

25. D.S. 2-02.A.2.2.A.4 Zoning acknowledges that the required bicycle parking space calculation is correct except that the calculation shows 15 vehicle parking spaces provided when there are only 13 vehicle parking spaces provided. Revise the calculation.

26. Additional comments may be forth coming depending on how each comment has been addressed.

If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956.

C:\planning\site\t07cm01961.doc

RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised site plan and additional requested documents
05/30/2007 STEVE SHIELDS ZONING HC SITE REVIEW Denied See Zoning Comments
06/05/2007 PETER MCLAUGHLIN LANDSCAPE REVIEW Denied 1. Provide a copy of the last approved site plan and landscape plan.

2. A minimum distance of two (2) feet must be maintained between a PAAL and any wall, screen, or other obstruction per DS 3-05.2.2.B.3 . Revise plans at the existing entrance drive.

3. A 30" continuous screen for the vehicle use area along the development side of the street landscape border must be provided per LUC Table 3.7.2-I

4. Remove the word "optional" from the label for the two mesquites located near the existing building. Two canopy trees are required in these locations to meet the required parking lot tree coverage. Include a calculation of the required number of canopy trees based on the number of parking spaces. Within vehicular use areas, one (1) canopy tree is required for each 10 motor vehicle parking spaces and every parking space shall be located within forty (40) feet of the trunk of a canopy tree (as measured from the center of the tree trunk) per LUC 3.7.2.3.A.1.a

5. If Irvington Road is not at its ultimate right-of-way width and any future widening may take place, provide a future plan showing how the site will meet code for landscaping requirements after the street widening improvements are made.

6. Indicate on the landscape plan how irrigation to the two landscaped areas adjacent to the existing building is to be accomplished. There is no irrigation shown in these areas on the plan.
06/05/2007 PETER MCLAUGHLIN NPPO REVIEW Approved Application for Exception Approved June 5, 2007
06/14/2007 PATRICIA GILBERT ENGINEERING REVIEW Denied DATE: June 18, 2007
ACTIVITY NUMBER: T07CM01961
PROJECT NAME: ABC Insurance
PROJECT ADDRESS: 743 West Irvington Road
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

SUBMITTAL: DRAINAGE REPORT

1. Provide a location map which meets the minimum requirements of D.S. 2-05.2.1.D. Include the Section with the Town and Range. Identify conditions within the square mile area, such as major streets. Show the section lines and label. The lettering shall be the equivalent of twelve (0.12") point or greater in size. D.S. 2-02.2.1.A.4.

2. Provide bearings to the dimensions for the boundary of the site. DS 2-02.2.1.A.5.

3. It appears the provided ROW information is not correct. The plan shows a 60' dimension depicting the existing and future ROW. After reviewing an aerial photo it appears Irvington Road is not built out to the future ROW. That said future sight visibility triangles (SVT) will be required to be shown on the plan. Revise the site plan appropriately. DS 2-02.2.1.A.10.

4. At least one (1) sidewalk will be provided to a project from each street on which the project has frontage. The sidewalk should be located to minimize any conflict with vehicular access to the project. Revise the plan to show sidewalks to Irvington Road. DS 2-08.04.

5. Handicap curb access ramps are required to be constructed with truncated domes, per recent a Federal ADA requirement. Show a detail and add a general note to the site plan indicating all public and private handicap curb access ramps will have truncated domes. The area covered by the truncated domes shall be twenty-four (24) inch deep and extend the full width of the crosswalk, preceding the crosswalk, including the handicap access aisle. All accessible curb ramps shall have truncated domes installed that shall be twenty-four (24) inches minimum in the direction of travel and extend the full width of the curb ramp or flush surface. The domes shall be located so the edge nearest the curb line is six (6) inches to eight (8) inches from the curb line.
ANSI 406.12, ANSI 705

6. A back-up spur will be provided at the end of a row of parking if no ingress or egress is provided at end of the parking lot. The back-up spur shall be 3 feet in depth, will have a three (3) foot radii, and will have a wheel barrier to prevent encroachment (3) feet will be provided between the back of spur and any wall, screen, or other obstruction over six (6) inches in height. Revise the plan. (See Figure 2.) DS 3-05.2.2.D.

7. Provide the estimated cut and fill quantities on the site plan. If the quantities equal zero indicate on the site plan. DS 2-02.2.1.A.17.

8. The ROW information has not been shown correctly. The ROW dimension is drawn from street centerline to the property line. Show the future 60' ½ ROW dimension from street centerline to the future ROW line (future property line). Dimension from street centerline to the future curb and sidewalk location. Label accordingly. DS 2-02.2.1.A.19.

9. Provide the docket and page for the utility easement. DS 2-02.2.1.A.20.

10. Revise the site plan to show the existing ROW from street centerline to the existing property line. Provide the length and label, "existing ROW." DS 2-02.2.1.A.21.

11. From street centerline dimension to the existing curb and sidewalk. Label accordingly. DS 2-02.2.1.A.21.

12. New projects, including mobile home parks, consisting of 3 or more dwelling units will provide centralized on-site refuse storage, collection and pickup areas. Indicate refuse container location, size and access thereto fully dimensioned. Demonstrate vehicle maneuverability fully dimensioned. Be aware refuse vehicles require 36' inside radius and 50' outside radius. Indicate a refuse enclosure detail as per D.S. 6-01.4.2.

13. This property lies within the boundaries of a "Balanced Drainage Basin," which requires a detention basin facility that ensures a reduction in the existing 2, 10 and 100 year peak discharge from the site. Provide a drainage report that addresses the detention requirements for the site.

14. Please note that subsequent comments may be necessary upon resubmittal, depending on the nature and extent of revisions that occur to the plans.

Final Status

Task End Date Reviewer's Name Type of Review Description
06/27/2007 GERARDO BONILLA OUT TO CUSTOMER Completed
06/27/2007 SUE REEVES REJECT SHELF Completed