|
4/25/2025
|
Application pending.
|
|
4/25/2025
|
Application submitted by applicant.
|
|
4/25/2025
|
Pending Public Works Application Approval
|
|
5/1/2025
|
Application Approved by Public Works
|
|
5/20/2025
|
Final Review - Payment Needed
COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
5/27/2025
|
Pending initial driveway inspection
A initial driveway inspection was automatically scheduled from payment.
|
|
6/10/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
6/11/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
6/16/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
6/17/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
6/18/2025
|
Plan Review - On Hold-Incomplete
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
6/20/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
6/20/2025
|
Plan Review - On Hold-Incomplete
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
6/23/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
6/24/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
6/30/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
7/1/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
7/9/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
7/11/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
7/14/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION.
|
|
7/29/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION. RECEIVED... NEEDS REVIEWED. 7/18 AL
|
|
8/2/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION. ENGINEER REVIEWED AND REQUESTED MORE INFORMATION. PLEASE REACH OUT TO CHAD @ 386.758.1019.
|
|
8/4/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- COMMERCIAL DEVELOPMENT. PLEASE SUBMIT SITE PLANS, DRIVEWAY CONNECTION DETAILS, TRIP GENERATION CALCULATIONS, AND OTHER PERTINENT INFORMATION. ENGINEER REVIEWED AND REQUESTED MORE INFORMATION. PLEASE REACH OUT TO CHAD @ 386.758.1019.
|
|
8/6/2025
|
Final Review - Documents Required
PER COUNTY ENGINEER-- just have a couple of comments on the driveway:
1. Sheet 6 - The proposed culvert has no slope. Please have the correct slope placed on the pipe to achieve a minimum flow velocity of 2 ft/sec.
2. Sheet 6 – The proposed pipe length appears to be too short. The called out and scaled length of pipe (toe to toe) is 45’. However, with the driveway width (24’) the shoulders (2@5’), and the 4:1 mitered end sections of the pipe, the length should be closer to 54’.
3. There is a discrepancy with the driveway detail on Sheet 8. The callout for the pipe length on Sheet 6 is 48’. The detail shows 70’. As stated above, I think the length should be a minimum of 54’
|
|
8/14/2025
|
Final Review - Processing
PER COUNTY ENGINEER-- JUST HAVE A COUPLE OF COMMENTS ON THE DRIVEWAY:
1. SHEET 6 - THE PROPOSED CULVERT HAS NO SLOPE. PLEASE HAVE THE CORRECT SLOPE PLACED ON THE PIPE TO ACHIEVE A MINIMUM FLOW VELOCITY OF 2 FT/SEC.
2. SHEET 6 – THE PROPOSED PIPE LENGTH APPEARS TO BE TOO SHORT. THE CALLED OUT AND SCALED LENGTH OF PIPE (TOE TO TOE) IS 45’. HOWEVER, WITH THE DRIVEWAY WIDTH (24’) THE SHOULDERS (2@5’), AND THE 4:1 MITERED END SECTIONS OF THE PIPE, THE LENGTH SHOULD BE CLOSER TO 54’.
3. THERE IS A DISCREPANCY WITH THE DRIVEWAY DETAIL ON SHEET 8. THE CALLOUT FOR THE PIPE LENGTH ON SHEET 6 IS 48’. THE DETAIL SHOWS 70’. AS STATED ABOVE, I THINK THE LENGTH SHOULD BE A MINIMUM OF 54’
|
|
8/18/2025
|
Final Review - Corrections Needed
PER COUNTY ENGINEER-- JUST HAVE A COUPLE OF COMMENTS ON THE DRIVEWAY:
1. SHEET 6 - THE PROPOSED CULVERT HAS NO SLOPE. PLEASE HAVE THE CORRECT SLOPE PLACED ON THE PIPE TO ACHIEVE A MINIMUM FLOW VELOCITY OF 2 FT/SEC.
2. SHEET 6 – THE PROPOSED PIPE LENGTH APPEARS TO BE TOO SHORT. THE CALLED OUT AND SCALED LENGTH OF PIPE (TOE TO TOE) IS 45’. HOWEVER, WITH THE DRIVEWAY WIDTH (24’) THE SHOULDERS (2@5’), AND THE 4:1 MITERED END SECTIONS OF THE PIPE, THE LENGTH SHOULD BE CLOSER TO 54’.
3. THERE IS A DISCREPANCY WITH THE DRIVEWAY DETAIL ON SHEET 8. THE CALLOUT FOR THE PIPE LENGTH ON SHEET 6 IS 48’. THE DETAIL SHOWS 70’. AS STATED ABOVE, I THINK THE LENGTH SHOULD BE A MINIMUM OF 54’
|
|
8/26/2025
|
Final Review - Corrections Needed
PER COUNTY ENGINEER-- JUST HAVE A COUPLE OF COMMENTS ON THE DRIVEWAY:
1. SHEET 6 - THE PROPOSED CULVERT HAS NO SLOPE. PLEASE HAVE THE CORRECT SLOPE PLACED ON THE PIPE TO ACHIEVE A MINIMUM FLOW VELOCITY OF 2 FT/SEC.
2. SHEET 6 – THE PROPOSED PIPE LENGTH APPEARS TO BE TOO SHORT. THE CALLED OUT AND SCALED LENGTH OF PIPE (TOE TO TOE) IS 45’. HOWEVER, WITH THE DRIVEWAY WIDTH (24’) THE SHOULDERS (2@5’), AND THE 4:1 MITERED END SECTIONS OF THE PIPE, THE LENGTH SHOULD BE CLOSER TO 54’.
3. THERE IS A DISCREPANCY WITH THE DRIVEWAY DETAIL ON SHEET 8. THE CALLOUT FOR THE PIPE LENGTH ON SHEET 6 IS 48’. THE DETAIL SHOWS 70’. AS STATED ABOVE, I THINK THE LENGTH SHOULD BE A MINIMUM OF 54’
|
|
8/27/2025
|
Final Review - Corrections Needed
PER COUNTY ENGINEER-- JUST HAVE A COUPLE OF COMMENTS ON THE DRIVEWAY:
1. SHEET 6 - THE PROPOSED CULVERT HAS NO SLOPE. PLEASE HAVE THE CORRECT SLOPE PLACED ON THE PIPE TO ACHIEVE A MINIMUM FLOW VELOCITY OF 2 FT/SEC.
2. SHEET 6 – THE PROPOSED PIPE LENGTH APPEARS TO BE TOO SHORT. THE CALLED OUT AND SCALED LENGTH OF PIPE (TOE TO TOE) IS 45’. HOWEVER, WITH THE DRIVEWAY WIDTH (24’) THE SHOULDERS (2@5’), AND THE 4:1 MITERED END SECTIONS OF THE PIPE, THE LENGTH SHOULD BE CLOSER TO 54’.
3. THERE IS A DISCREPANCY WITH THE DRIVEWAY DETAIL ON SHEET 8. THE CALLOUT FOR THE PIPE LENGTH ON SHEET 6 IS 48’. THE DETAIL SHOWS 70’. AS STATED ABOVE, I THINK THE LENGTH SHOULD BE A MINIMUM OF 54’
|
|
8/29/2025
|
Permit Issued
Permit #000053950 created and approved.
|
|
8/29/2025
|
Final Review - Complete
|
