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Permit Details

Status:
Complete
Type:
Development Package
Address NEW:
4697 S CAMPBELL AV
Apply Date:
06/06/2025
Applicant:
Austin Hodges
Description:
Restricted record - New construction bank location and associated site work.

Permit Reviews

Permit Number - TD-DEV-0625-00156
Permit Status: Complete
Permit Description: Restricted record - New construction bank location and associated site work.
Start Date Submittal Complete Date Status  
08/12/2025 DEVELOPMENT PACKAGE NEW v.2 09/12/2025 REQUIRES RESUBMIT Review Details
06/09/2025 DEVELOPMENT PACKAGE NEW v.1 07/18/2025 REQUIRES RESUBMIT Review Details
10/16/2025 DEVELOPMENT PACKAGE NEW v.3 11/14/2025 APPROVED Review Details

Conditions

Permit Number - TD-DEV-0625-00156
Permit Status: Complete
Permit Description: Restricted record - New construction bank location and associated site work.
Date Description Comments
11/06/2025 CRWHPLAN NEEDS TO BE CREATED PRIOR TO CLOSEOUT

Outstanding Inspections

Permit Status: Complete
Permit Number: TD-DEV-0625-00156
Permite Description: Restricted record - New construction bank location and associated site work.
Total Outstanding Inspections - 2
Last Inspection Date Description Inspector Results Comments
05/27/2026 N/A Partial Pass 5/27/26
Drainage structure inspection. 3 out of the 5 spillways are good to detail 10/C601. Contractor will send pictures of the 2 that need to be corrected before approval for pour.
Basin 1 has a drop inlet catch basin. PAG SD 309 Type 4 single. Reinforcing is not correct to SD 309. Keynote 4 on C300 also calls for 6" orafice in west wall rim at .75' above invert of drain pipe out. Basin is to pond .75' Forms and reinforcing need to be corrected. Grate Frame also is missing. Okay to backfill pipe 12" HDP when ready. Do not pour this Catch Basin. Reschedule Drainage structure inspection when ready.
05/06/2026 N/A Partial Pass Sidewalk forms, SW ramp from ROW to drive through lane: Uppermost panel before drive crossing is over 5% on one side, needs to be under 5%. Top of ramp where sidewalk turns 90 degrees towards drive is over 2%, needs to be under 2% in all directions. Main ramp is at about 4%, so there should be plenty room to correct these two panels. Okay to pour after corrections are made.

Sidewalk forms, area in front of main entrance between drive through lanes: layout, subgrade, and slopes are good. Okay to pour.

Sidewalk forms, NE of drive through lane on Missouri St side, 2 panels closest to drive: layout, subgrade, and slopes are good. Okay to pour.

Completed Inspections

Permit Status: Complete
Permit Number: TD-DEV-0625-00156
Permit Description: Restricted record - New construction bank location and associated site work.
Total Completed Inspections - 7
Date Description Inspector Results Comments
03/06/2026 PDSD Engineering Division Pre-Construction SITE Passed
06/08/2026 Passed contractors still working on the grading for aggregate base. Contract is good to pour the catch basin over by the basin area.
06/25/2026 Grading Progress ENGR Passed Site walk to check on overall condition and identify any issues.
Sidewalks and flatwork slopes are within required tolerances.
ADA parking slopes are within required tolerances. Ensure bottom of signs are 7 feet above sidewalk surface.
Irrigation laterals should be trenched to 18 inches deep.
Landscape areas should be depressed up to 6 inches. (Except within 10 feet of building foundation)
Basin outlet structures and downspout splash pads not yet installed.
Southeast corner of building needs to have positive drainage away from the building.
Rainwater basins need to be free of standing water by 24 hours following a rain event.
Refuse enclosure needs a method to secure the doors in the open position.
07/07/2026 Passed
07/07/2026 Passed
07/15/2026 For trash and recycling enclosures Passed
07/15/2026 ENGR Engineering Final Passed

Documents

File Name Document Type  
COFT - PDSD - PERMIT CARD (SSRS).PDF DOCUMENTS VIEW
RESPONSE LETTER.PDF DOCUMENTS VIEW
TEP MAP.PDF DOCUMENTS VIEW
AIRPORT DISCLOSURE STATEMENT FORM.PDF DOCUMENTS VIEW
TAA AVIGATION EASEMENT - TUS.PDF DOCUMENTS VIEW
TD-DEV-0625-00156 COMMENT LETTER 7.7.25.PDF DOCUMENTS VIEW