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: T16CM06421
Parcel: 123052010

Address:
1919 N TUCSON BL

Review Status: Completed

Review Details: CELL TOWER/ANTENNAS

Permit Number - T16CM06421
Review Name: CELL TOWER/ANTENNAS
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
08/22/2016 ROBERT SHERRY BUILDING-COMMERCIAL REVIEW Reqs Change Provide full-sized sealed drawings of the tower and foundation construction drawings as shown in the structural calculations (i.e. pole geometry, pole details, and foundation detail).
08/25/2016 PAUL BAUGHMAN ENGINEERING REVIEW Reqs Change DATE: August 26, 2016
DUE DATE: September 9, 2016
SUBJECT: Cell Tower
TO: Chris Siino - Siino Design
LOCATION: Roadway Median south of the corner of Waverly Street and Tucson Blvd
REVIEWERS: Paul Baughman, PE, CFM
ACTIVITY: T16CM06421 and T16OT 01001
SUMMARY: Engineering Division of Planning and Development Services Department has received and reviewed the proposed Development Plan Package. The following items need to be addressed:
1) Per Tucson Code Chapter 26-8(b)2d "The proposed floodplain management methods for floodproofing (existing nonresidential structure only) drainage control, detention, retention, and/or delineating and setting aside floodprone areas which result in mitigating a flood or erosion hazard on the proposed finished pads (elevations determined) and drainage slopes constructed to protect building foundations from runoff waters." Equipment pad needs to be shown elevated at least one foot above the floodplain 100 year water surface elevation. Alternatively the floodproofing method needs to be clear shown that protects the proposed equipment from flood waters. Please update the cabinet concrete slab detail 2 on sheet A-4 to indicate the appropriate elevation or floodproofing measures provided. An elevation certificate will be required if the slab/pad is to be elevated.
2) The cabinet concrete slab detail is scaled to be about 45 feet south of the existing edge of centerline curb. If this is the case the Regulatory Base Flood Elevation that the slab must be elevated to is 2436.45. This is about 2 ½ feet higher than the adjacent natural grade called out on sheet LS-1. Please update plan accordingly.
If you have any comments questions or wish to discuss new information, please call or email me at 520-837-5007 or paul.baughman@tucsonaz.gov.
09/06/2016 DAN SANTA CRUZ ELECTRICAL-COMMERCIAL REVIEW Reqs Change Please provide evidence on the plans that the replacement pole mounted luminaire is in compliance with chapter 8 of the TUCSON/PIMA COUNTY OUTDOOR LIGHTING CODE.
09/08/2016 FRODRIG2 COMMUNICATIONS REVIEW Approved LETTER SENT TO RECORDS

Final Status

Task End Date Reviewer's Name Type of Review Description
11/07/2016 KROBLES1 OUT TO CUSTOMER Completed