Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Permit Review Detail

Permit Number: T09CM01843
Parcel: 133224970

Review Status: Completed

Review Details: SITE

Permit Number - T09CM01843
Review Name: SITE
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/20/2009 DAVE MANN FIRE REVIEW Approved
07/20/2009 RONALD BROWN ZONING HC SITE REVIEW Denied 1. Please show front entrance door location and swing direction.
2. Note number 9 is applicable only to ramps in the public right of way. The compliant accessible code for private property improvements is 2006 IBC, Chapter 11 and ICC/ANSI 117.1. Sidewalk ramps are to comply with Section 405. Please change notes reference to this governing accessible code.
3. The slope of the accessible route to Broadway exceeds 5% and must be considered a ramp and must comply with Section 405. Please provide handrails accordingly. What is the purpose of the barricade railing at this location?
4. Please provide a "Van Accessible" sign at detail 1B/6.
5. Zoning may require accessible route to Kolb Road, the North and East business propertities and the rest of the shopping center located on the rest of the property. Reference zoning comments. Please reference zoning comments. An acceessible review will be required for any revisions to this effect.
6.
07/22/2009 PAUL MACHADO ENGINEERING REVIEW Denied To: Josh Dotter DATE: July 22, 2009
4444 E. Broadway Blvd.
Tucson, Arizona, 85711

Subject: IN-N-OUT Burger, 7101 E. Broadway Blvd.
Site plan T09CM01843 (First Review)
T14S, R15E, Section 08

RESUBMITTAL REQUIRED: Site Plan and Drainage Report.

The Site Plan (SP) and Drainage Report (DR) cannot be approved as submitted. Please address the following review comments prior to the next submittal.

Site Plan:

1. Please include a response letter to the comments along with the corrected copies of the SP.
2. Show details of all drainage structures on the SP, including basins and weir details with dimensions. Through what device/structure will the stormwater be discharged onto Kolb Rd? The plan does not show where the stormwater will exit from the water harvesting area. The maximum depth for water harvesting is 6".
3. Label existing and future sight visibility triangles per D.S. 2-02.2.1.10. All SVT's shall be shown on the plans.
4. Fully dimensioned loading space(s) and maneuvering area(s) per D.S. 2-02.2.1.14. The environmental service truck cannot service the refuse enclosure. Each service area is required to have a clear approach of fourteen (14) feet by forty (40) feet for the collection vehicle. The maximum back-up distance for the collection vehicle shall be forty (40) feet per 6-01.4.0.4.1.C.
5. Dimension from street monument lines to existing and proposed curbs, sidewalks, driveways, and utility lines per D.S. 2-02.2.1.21. Dimension to the future face of curb. For a 150' wide R/W the curb is 12' from the property line.
6. Please provide a Bench Mark based on City of Tucson Datum, including City Field Book and page number per D.S. 2-02.2.1.23.
7. Show refuse container location, size, and access thereto fully dimensioned per D.S. 2-02.2.1.32 and D.S. 6-01.0. The new enclosure cannot be accessed by the service vehicle. Side bollards are required. Is the refuse enclosure meant for two containers or one? If it is meant for two, then it is not wide enough. See comment no. 4.
8. 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.
9. 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.
10. "A grading permit will be required for this project. Submit 2 sets of grading, 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".

Drainage Report:
1. Please include a response letter to the comments along with the corrected copies of the DR.
2. There appears to be a discrepancy between the DR and the Site plan. The length of the 8" PVC pipes differ from 13.6 LF to 23 LF.
3. Show details of all drainage structures in the DR, including basins and weir details. Through what device/structure will the stormwater be discharged onto Kolb Rd? The plan does not show where the stormwater will exit from the water harvesting area. The maximum depth for water harvesting is 6". Also a sidewalk scupper will be required at weir discharge point.
4. To help keep the 8" PVC pipe from clogging, use a 12" with an 8" orifice.
5. If applicable, add the basin(s) maintenance responsibility note and checklist per S.M.D.D.F.M. 2.3.1.6 C 1 and 2 to the DR.
6. Show the administrative address and the site plan number on the cover of the DR.
7. The DR has been conditionally accepted for site plan purposes only.

If you have any questions, I can be reached at 837-4932 or Paul.Machado@tucsonaz.gov
Paul P. Machado
Senior Engineering Associate
City of Tucson/Development Services Department
201 N. Stone Avenue
P.O. Box 27210
Tucson, Arizona 85726-7210
(520) 837-4932 office
(520) 879-8010 fax
C:/7101 E. Broadway Blvd._SITE 2
07/24/2009 TERRY STEVENS ZONING REVIEW Denied DSD TRANSMITTAL

FROM: Terry Stevens
Lead Planner

PROJECT: T09CM01843
7101 E. Broadway Blvd.
Site Plan

TRANSMITTAL DATE: July 24, 2009

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 2-02.2.1.6 Indicate the dimensions of the proposed building on the foot print of the building.

Provide the wall heights of the proposed structure on the foot print of the building.

Provide in the calculations the allowed and proposed height of the building.

2. DS 2-02.2.1.7 The required street perimeter yard setback is measured from the back of future curb. Clearly indicate the location of the future curb and provide corrected dimension to the building.

3. DS 2-02.2.1.8 Clearly indicate the location of wheel stop curbs for the parking spaces. Wheel stop curbs will be required in the handicap parking spaces to prevent over hanging of the handicap ramps. ( min. 2'-6" from the front of the parking space). Revise detail 1A and 3 of 6.

The parking space adjacent to the trash enclosure will be required to be 10' in width. See DS 3-05.2.1.B.3.

4. DS 2-02.2.1.9 Clarify the number and type of provided bicycle parking spaces. Calculations indicate one, site plan indicates 4, and detail indicates 8. Revise the calculations to correctly indicate the number of required and provided as well as indicating the type of bicycle rack.

On the site plan and detail 4 of 6 clearly indicate the location, size and surface materials of the required access aisle for the bicycle parking spaces.

Class 2 bicycle parking spaces must be located within 50' of the main entrance to the building. Clearly indicate the location of main entrance to the building.

5. DS 2-02.2.1.10 Provide the location of the future sight visibility triangles. It appears the proposed monument signs will be located within the future sight visibility triangles. Either the signs must be relocated or a DSMR will be required to be submitted and approved prior to approval of the site plan.

6. DS 2-02.2.1.11 Per DS 3-05.2.3.C.1 wheel stop curbing or barriers are required to prevent vehicles from driving on to unimproved portions of the site or extending beyond property lines. The 12' PAAL between the loading zone and the trash enclosure requires a barrier at the east end.

The backup spur located along the south portion of this site is required to have a 3' clear area behind the spur. It appears the landscape border will interfere with this clear area. On the site plan clearly indicate the location of the landscape border area. See DS 3-05.2.2.D for requirements of a backup spur.

7. DS 2-02.2.1.12 Per DS 2-08.3.1 a pedestrian circulation path is required to be provided connecting to any adjacent streets. Provide connecting to the sidewalk located along Kolb Rd.

Provide pedestrian circulation path connecting to the trash enclosure.

Clearly indicate the width of all sidewalks and crosswalks.

Per DS 3-05.2.2.B.1 a 5' pedestrian refuge area is required between a building and a PAAL. Per DS 2-08.4.1.B A sidewalk will be provided adjacent and parallel to any PAAL on the side where buildings are located. Both will be required along the north side of the proposed building.

8. DS 2-02.2.1.20 If applicable, all easements of record must be graphically shown on the plan together with recording docket and page reference.

9. DS 2-02.2.1.25 If applicable provide existing and proposed lighting layout and type.

10. DS 2-02.2.1.32 Indicate vehicle maneuverability for the trash enclosure. See engineering comments.

11. DS 2-02.2.2.A.2 In the calculations the floor area of the proposed building does not match the area indicated on the site plan. Revise.

12. DS 2-02.2.2.A.3 Provide in the calculations the allowed FAR (0.90). The proposed FAR should be 20.6%, 4592 / 22254 = 0.206.

13. DS 2-02.2.2.A.5 Provide in the calculations the number of required and provided loading zones.

14. In the site information and calculation portion of sheet 1 of 6 remove references to the corner lot in the site area and the user portion.

15. DS 2-02.2.2.A.4 In the calculations provide the number of required and provided parking spaces.

16. Depending on changes to the site 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\T09CM01843.doc

RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised site plan and additional requested documents
07/30/2009 ANDREW CONNOR NPPO REVIEW Approved
07/30/2009 ANDREW CONNOR LANDSCAPE REVIEW Denied 1. Provide the location of the future sight visibility triangles on the site and landscape plans for Kolb Rd. DS 2-02.2.1.10. Any obstruction including vegetation higher than thirty (30) inches must be located outside of the sight visibility triangle.

2. The parking space adjacent to the trash enclosure must be 10' in width DS 3-05.2.1.B.3.

3. 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.

4. 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.
08/10/2009 RICK MYERS PLUMBING-COMMERCIAL REVIEW Denied 1. See sheet #5 of 6 - Utility Plan. Provide th available pressure at the water meter. Clarify the RPPBP location, and provide all of the calculations for pressure loss, total WSFUs supplied, and any other pertinent information. Reference 103.2.2 2006 UPC.

Final Status

Task End Date Reviewer's Name Type of Review Description
08/12/2009 CPIERCE1 OUT TO CUSTOMER Completed
08/12/2009 SUE REEVES REJECT SHELF Completed