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Permit Review Detail

Permit Number: T09CM00695
Parcel: 11204370H

Review Status: Completed

Review Details: SITE

Permit Number - T09CM00695
Review Name: SITE
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
03/31/2009 DAVE MANN FIRE REVIEW Denied Please show location of existing fire hydrants, with dimensions to property lines. Hydrant must be within 300' of all parts of the building (as the hose lays). Extended distances will be allowed if building is sprinklered. No fire department turnaround is provided with current layout.
03/31/2009 STEVE SHIELDS ZONING REVIEW Denied DSD TRANSMITTAL

FROM: Steve Shields
Lead Planner

PROJECT: Karama Offices
T09CM00695
Site Plan (1st Review)

TRANSMITTAL DATE: April 01, 2009

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.

2. As this site (the church, Wintrode office & proposed office) work as a single site provide a copy of the last approved site plan for the entire site.

3. D.S. 2-02.2.1.A.6 Provide over all dimensions for the proposed building on the site plan.

4. D.S. 2-02.2.1.A.7 There is a setback dimension shown from the Wintrode office building to the street property line. This dimension is shown incorrectly. Per LUC Section 3.2.6.5.B Table 3.2.6-I ADT of 1,000 or greater the setback is measured from the back of future curb. Revise the dimension.

5. D.S. 2-02.2.1.A.8 The dimension shown for the proposed vehicle overhang on detail B does not meet the requirement of D.S. 3-05.2.3.C.2. and Figure 5.

6. D.S. 2-02.2.1.A.8 Per D.S. 3-05.2.1.3 the north vehicle parking space adjacent to the solid waste enclosure is required to be ten (10) feet wide.

7. D.S. 2-02.2.1.A.8 Per International Building Code (IBC) Section 1106.5 the proposed handicapped space is required to be a van accessible space. The access aisle is required to be eight (8) feet wide not five (5) feet.

8. D.S. 2-02.2.1.A.13 If applicable show the location, type, size, and height of existing and proposed signage on the site plan.

9. D.S. 2-02.2.1.A.19 It does not appear that the future right-of-way (ROW) is shown correctly. Per the MS&R map the intersection widening width is 130'

10. D.S. 2-02.2.1.A.20 The sidewalk shown along the west side of the Wintrode Office building is part of the required continuous pedestrian circulation /accessible route a pedestrian access easement is required to allow access to and from the proposed office building.

11. D.S. 2-02.2.1.A.21 Show the location of future curb along Fort Lowell Road.

12. D.S. 2-02.2.1.A.25 If applicable show all existing and proposed site lighting layout and type on the site plan.

13. D.S. 2-02.2.A Per D.S. 2-02.2.B When the proposed site is part of a larger site, the calculations encompass the entire site, whether existing or proposed. This said until the calculation are revised to meet this requirement Zoning cannot verify that calculation are correct. Zoning will review the calculation on the next submittal.

14. Depending on how the above comments are addressed addition comments may be forth coming.

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

C:\planning\site\t09cm00695

RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised site plan and additional requested documents.
04/02/2009 RBROWN1 ADA REVIEW Passed NOT A COT OWNED/OPERATED PROPERTY
04/06/2009 RONALD BROWN ZONING HC SITE REVIEW Denied 1. At the new Marked Crossing:
a. If existing concrete accessible route is flush with asphaltic paving, denote such. If not then provide a 1:12 man ramp at the North end of the Marked Crossing.
b. Show Detectable Warning strip at the South ramp of the Marked Crossing.
c. Provide a large scale detail of both ends of the Marked Crossing showing all ramps, elevation differences, slopes, dimensions, detectable warnings and etc for code compliance ICC/ANSI 117.1, Sections 405 and 406.
2. New Accessible Parking Space:
a. Identify the space as "Van Accessibe".
b. Show location of signage.
c. Show Accessible Parking Signage detail.
04/07/2009 ANDREW CONNOR LANDSCAPE REVIEW Denied 1. Submit the last approved site & landscape plans for reference.

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 plan.

3. Additional comments may apply
04/08/2009 ANDREW CONNOR NPPO REVIEW Approved Exception
04/20/2009 BIANCA RAMIREZ ENGINEERING REVIEW Denied DATE: April 23, 2009
SUBJECT: Site
TO: Jeffrey A Stanley
LOCATION: 3038 E Ft. Lowell, T13S, R14E, Section 32, Ward 3
REVIEWERS: Bianca Ramirez, CFM
ACTIVITY: T09CM00695 (First Review)


RESUBMITTAL REQUIRED: Site Plan, Drainage Report

SUMMARY: Engineering Division of Development Services Department has received and reviewed the proposed site plan and drainage report 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 and drainage report.

Site Plan:

1. Please label lot dimensions and bearings per D.S. 2-02.2.1.5
2. Provide all dimensions for the proposed building on the site plan per D.S. 2-02.2.1.6.
3. Revise note #2 to indicate the dimension of the sidewalk. DS Sec.2-02.2.1.A.12: Major Streets and Routes are required to have a 6-foot wide sidewalk with curb along the street frontage. Revise dimensions on site plan to show the 6-foot width. Per the adopted Mayor and Counsel policy all sidewalks along MS&R right-of-ways for arterial and collector streets require 6-foot wide sidewalks.
4. Fully dimension loading space maneuverability per D.S. 2-02.2.1.14. Provide (label and dimension) the required onsite maneuvering area for the loading zone that is shown adjacent to the proposed building. Refer to AASHTO for the national standards for turning radii.
5. Show the limits of the 100-year floodplain and water surface elevation per D.S. 2-02.2.1.15. Include the line used to identify the limits of the 100 year floodplain in the legend.
6. Provide the Federal Emergency Management Agency, Flood Insurance Rate Map information and Zone designation on the site plan. Acknowledge that entire property is located within special flood hazard area, Zone: AE. Provide note.
7. DS Sec.2.02.2.1.A.16: Provide drainage arrows and 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 that demonstrate that the 10-year flood flow is contained under the sidewalk.
8. All walls should have openings, in order to permit the entry and exit of floodwaters.
9. Please list estimated cut & fill quantities per D.S. 2-02.2.1.17. It appears that cut and fill will not be occurring for the site. However, as part of the site submittal requirement estimated cut and fill quantities are required to be indicated on the plans so that it is clear to the inspector that no cut in fill is to be taking place. If not cut and fill is taking place indicate the quantity of zero (0) on the plan. Estimated cut and Fill: Cut = 0 and Fill = 0 will suffice.
10. Please show dimensioned right-of-way, including any applicable Major Streets and Routes (MS&R) Plan right-of-way per D.S. 2-02.2.1.19.
11. Indicate whether Right of Way dimensions are existing or future. If the distance is for both existing and future please indicate on site plan.
12. DS Sec. 2-05.2.4.H.2: Provide the right-of-way (ROW) recordation information for Fort Lowell.
13. DS Sec.2-02.2.1.A.19: Label the future sidewalk and curb area on the site plan to verify that all improvements are located outside of the future ROW.
14. 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.
15. Dimension from street monument lines to existing and proposed curbs, sidewalks, driveways, and utility lines per D.S. 2-02.2.1.21.
16. Please provide existing topographic contours at intervals not exceeding two (2) feet and/or spot elevations as pertinent and Bench Mark based on City of Tucson Datum, including City Field Book and page number per D.S. 2-02.2.1.23.
17. Verify that all fences, walls, or vegetation for screening and sight visibility are indicated on site plan by type, material, height, location and spacing per D.S. 2-02.2.1.27.
18. Show site plan number in the lower right hand corner of each sheets per D.S. 2-02.2.1.29.
19. 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. Indicate 14' X 40' clear approach, show access dimensioning to proposed trash enclosure.
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. Add note: "Depress all landscaped areas 6" maximum for water harvesting".
23. All symbols on plans need to be indicated in legend. Indicate all symbols in legend.
24. D.S. 2-02.2.1.A.20 The sidewalk shown along the west side of the Wintrode Office building is part of the required continuous pedestrian circulation /accessible route a pedestrian access easement is required to allow access to and from the proposed office building.
25. D.S. 2-02.2.1.A.21 Show the location of future curb along Fort Lowell Road
26. Additional comments may be forthcoming.

Drainage Report:

1. Erosion set back within Drainage Report indicated 47.54' and site plan is calling out 10' erosion setback. Please clarify and revise accordingly.
2. Clarify bank protection; drainage report indicates that future investigation will be completed. Provide justification for not providing bank protection.
3. Verify that site meets all the conditions outlined within the previously submitted drainage report and provide letter stating so.
4. 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
04/28/2009 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Provide the rim elevation of the next upstream sanitary manhole. Determine the need for a backwater valve per Section 710.1, UPC 2006, as amended by the City of Tucson.
2. Show the easement (including the docket and page) for the private sewer located on the adjacent lot, north of the project area, along with a joint sewer use agreement.
3. Show the easement (including the docket and page) for the private water service.

Final Status

Task End Date Reviewer's Name Type of Review Description
04/30/2009 CPIERCE1 OUT TO CUSTOMER Completed
04/30/2009 SUE REEVES REJECT SHELF Completed