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Permit #2025071228

Permit Details

Status: FINAL

Parcel Id: 07-11-31-7057-00800-0040
Block: 00800
Subdivision: -
Job Phone: 352-369-3033
Location Address: 107 ULLIAN TRL
Type: DR - DRIVEWAY
Issue Date: 01/06/2026
NOC: Unknown
Applicant name: MICHAEL JAY CARTER
Owner: LEONARD THOMAS & JANET LEONARD H&W & MELISSA LEONA

Address

107 ULLIAN TRAIL

PALM COAST, FL 32164

Lot: 0040
Contracted Stated Job Value: ¤5,000.00
Job Description: CONCRETE DRIVEWAY FOR DETACHED GARAGE
Type: CN

Contractor

MASTER GARAGE BUILDERS INC
Status Location Address State License Number Phone Fax
ACTIVE

9112 S US 441

OCALA, FL 34480

CRC057058 (Exp: 08/31/2026) 352-369-3033 (352)369-9293

Inspection History

Type Request Date Result Inspector
ROW - FINAL APRON (AFTER POUR) 05/28/2026 APPROVED FSLADISH
Note: 5/27/26 CITY OF PALM COAST MINIMUM STANDARDS ARE MET AT THE TIME OF THIS INSPECTION. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED.
ROW - FINAL INSPECTION 05/28/2026 APPROVED FSLADISH
Note: 5/27/26 CITY OF PALM COAST MINIMUM STANDARDS ARE MET AT THE TIME OF THIS INSPECTION. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED.
U -UTILITY RESIDENTIAL FINAL 05/28/2026 FINAL APPROVED BHAINES
ROW- PRE-APRON (PRE-POUR) 04/15/2026 APPROVED FSLADISH
Note: 4/15/26 CULVERT PIPE IS NOW IN TOLERANCE. REQUIRED CORRECTIONS COMPLETED AT THE TIME OF THIS INSPECTION. PIPE INVERT IS GOOD AT TIME OF THIS INSPECTION. BUILDER REFER TO CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED. DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR BEFORE POURING. . IF FIBERGLASS OPTION IS USED, BUILDER REQUIRED TO USE 3000 PSI CONCRETE AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN, BUILDER SHOULD DOUBLE CHECK SITE FOR ANY STANDING WATER AND VERIFY PIPE ELEVATION HAS NOT CHANGED. NO EXPANSION JOINTS ALLOWED, AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIREMENTS ARE MET. BUILDER TO BE HELD RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 4/14/2026 - PREVIOUS INSPECTION NOTES 4/14/26 No changes from yesterday's prepour inspection. YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOU ARE REQUIRED TO BACKFILL AGAINST YOUR FORMBOARDS TO CONTAIN YOUR CONCRETE, YOU HAVE LARGE GAPS UNDER YOURS. YOU ARE REQUIRED TO HAVE A FOOT FLAT ON EACH SIDE OF YOUR CULVERT PIPE HALF WAY FILLED UP THE PIPE. YOU NEED TO CLEAN/RAKE OUT AND COMPACT AREAS UP BY THE GARAGE AND THE BIG HUMP IN FRONT OF THE CULVERT PIPE. PLEASE REMOVE ANY ASPHALT CHUNKS IN THE POUR AREA. SEE PHOTO FOR REFERENCE. ______________________________________________________________________________________________________________________________ 4/13/2026 - PREVIOUS INSPECTION NOTES 4/13/26 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOU ARE REQUIRED TO BACKFILL AGAINST YOUR FORMBOARDS TO CONTAIN YOUR CONCRETE, YOU HAVE LARGE GAPS UNDER YOURS. YOU ARE REQUIRED TO HAVE A FOOT FLAT ON EACH SIDE OF YOUR CULVERT PIPE HALF WAY FILLED UP THE PIPE. YOU NEED TO CLEAN/RAKE OUT AND COMPACT AREAS UP BY THE GARAGE AND THE BIG HUMP IN FRONT OF THE CULVERT PIPE. PLEASE REMOVE ANY ASPHALT CHUNKS IN THE POUR AREA. SEE PHOTO FOR REFERENCE. ROADSIDE SWALE AND CULVERT SET WITHIN 0.10 Section 300.01 C(3) V-17 3) The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in thedirection of the drainage flow.
ROW- PRE-APRON (PRE-POUR) 04/14/2026 Disapproved -FEE REQUIRED FSLADISH
Note: 4/14/26 No changes from yesterday's prepour inspection. YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOU ARE REQUIRED TO BACKFILL AGAINST YOUR FORMBOARDS TO CONTAIN YOUR CONCRETE, YOU HAVE LARGE GAPS UNDER YOURS. YOU ARE REQUIRED TO HAVE A FOOT FLAT ON EACH SIDE OF YOUR CULVERT PIPE HALF WAY FILLED UP THE PIPE. YOU NEED TO CLEAN/RAKE OUT AND COMPACT AREAS UP BY THE GARAGE AND THE BIG HUMP IN FRONT OF THE CULVERT PIPE. PLEASE REMOVE ANY ASPHALT CHUNKS IN THE POUR AREA. SEE PHOTO FOR REFERENCE. ______________________________________________________________________________________________________________________________ 4/13/2026 - PREVIOUS INSPECTION NOTES 4/13/26 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOU ARE REQUIRED TO BACKFILL AGAINST YOUR FORMBOARDS TO CONTAIN YOUR CONCRETE, YOU HAVE LARGE GAPS UNDER YOURS. YOU ARE REQUIRED TO HAVE A FOOT FLAT ON EACH SIDE OF YOUR CULVERT PIPE HALF WAY FILLED UP THE PIPE. YOU NEED TO CLEAN/RAKE OUT AND COMPACT AREAS UP BY THE GARAGE AND THE BIG HUMP IN FRONT OF THE CULVERT PIPE. PLEASE REMOVE ANY ASPHALT CHUNKS IN THE POUR AREA. SEE PHOTO FOR REFERENCE. ROADSIDE SWALE AND CULVERT SET WITHIN 0.10 Section 300.01 C(3) V-17 3) The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in thedirection of the drainage flow.
ROW- PRE-APRON (PRE-POUR) 04/13/2026 Disapproved -FEE REQUIRED FSLADISH
Note: 4/13/26 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOU ARE REQUIRED TO BACKFILL AGAINST YOUR FORMBOARDS TO CONTAIN YOUR CONCRETE, YOU HAVE LARGE GAPS UNDER YOURS. YOU ARE REQUIRED TO HAVE A FOOT FLAT ON EACH SIDE OF YOUR CULVERT PIPE HALF WAY FILLED UP THE PIPE. YOU NEED TO CLEAN/RAKE OUT AND COMPACT AREAS UP BY THE GARAGE AND THE BIG HUMP IN FRONT OF THE CULVERT PIPE. PLEASE REMOVE ANY ASPHALT CHUNKS IN THE POUR AREA. SEE PHOTO FOR REFERENCE. ROADSIDE SWALE AND CULVERT SET WITHIN 0.10 Section 300.01 C(3) V-17 3) The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in thedirection of the drainage flow.

Review History

Department Status Date In Date Out
SWALE COMPLETE 08/06/2025 08/06/2025
Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM
ZON COMPLETE 07/31/2025 07/31/2025
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ENGIN1 COMPLETE 07/30/2025 07/31/2025
Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM
UTL COMPLETE 07/30/2025 08/01/2025
Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM
ZON HOLD 07/30/2025 07/30/2025
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please transfer your hand drawn plan to the survey/site plan for review

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)
Description Amount Due Date Paid
RSI REINSPECTION 1 ¤35.00 04/14/2026
RSI REINSPECTION 1 ¤35.00 04/13/2026
ADJUSTMENT 10% (¤3.00) 01/06/2026
ADMINISTRATIVE RESIDENTIAL ¤30.00 01/06/2026
SW ENG INSPECTION 40 ¤40.00 01/06/2026
SW ENG PRE APRON ¤30.00 01/06/2026
SW ENG RES REVIEW 200 ¤200.00 01/06/2026
SITE PLAN 15 ¤15.00 01/06/2026
Fees Total Due: ¤0.00 Total Paid: ¤382.00