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Permit #2025090424
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7006-00080-0050 |
| Block: 00080 |
| Subdivision: - |
| Job Phone: 386-931-6577 |
| Location Address: 10 FLAMETREE CT |
| Type: SW - SEAWALL |
| Issue Date: 10/13/2025 |
| NOC: RECORDED |
| Applicant name: LUIS JORGE MEDEIROS |
| Owner: JANC HOLDINGS LLC |
|
Address 32258 WOODFIELD DR AVON LAKE, OH 44012 |
| Lot: 0050 |
| Contracted Stated Job Value: ¤9,000.00 |
| Job Description: Replace Seawall Caps |
| Type: CN |
Contractor
A PLUS HOME IMPROVEMENTS LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
306 S RAILROAD ST BUNNELL, FL 32110 |
CRC1327024 (Exp: 08/31/2026) | 386-263-2167 |
Inspection History
| Type | Request Date | Result | Inspector |
| SEAWALL FINAL | 11/18/2025 | FINAL APPROVED | HCAMACHO |
| ROW - STORMWATER FINAL | 11/07/2025 | APPROVED | RRICKS |
| Note: 11/07/2025 RRicks At the time of the inspection, all minimum city requirements were met. The builder's responsible for ensuring that nothing changes after this Inspection is approved. Inspector Notes from Inspection 9471 11-04-25 TPOLACEK*** APPROVING STORMWATER FINAL AS NOTED. BUILDER MUST NOW REMOVE TURBIDITY BARRIER PRIOR TO STORMWATER FINAL INSPECTION. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 11/3/2025 - PREVIOUS INSPECTION NOTES ** 11/03/25 CANCELLED BY BUILDER ON-SITE ___________________________________________________________________________________________________________________ Inspector Notes from Inspection 9215 ** 10/15/25 TURDIDITY BARRIER TO REMAIN IN PLACE THROUGH OUT THE SEAWALL PROJECT | |||
| ROW - FINAL INSPECTION | 11/07/2025 | APPROVED | RRICKS |
| Note: 11-07-2025 At the time of the inspection, all minimum city requirements were met. The builder's responsible for ensuring that nothing changes after this Inspection is approved. Inspector Notes from Inspection 9471 11-04-25 TPOLACEK*** APPROVING STORMWATER FINAL AS NOTED. BUILDER MUST NOW REMOVE TURBIDITY BARRIER PRIOR TO STORMWATER FINAL INSPECTION. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 11/3/2025 - PREVIOUS INSPECTION NOTES ** 11/03/25 CANCELLED BY BUILDER ON-SITE ___________________________________________________________________________________________________________________ Inspector Notes from Inspection 9215 ** 10/15/25 TURDIDITY BARRIER TO REMAIN IN PLACE THROUGH OUT THE SEAWALL PROJECT | |||
| ROW - STORMWATER FINAL | 11/04/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 11-04-25 TPOLACEK*** APPROVING STORMWATER FINAL AS NOTED. BUILDER MUST NOW REMOVE TURBIDITY BARRIER PRIOR TO STORMWATER FINAL INSPECTION. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 11/3/2025 - PREVIOUS INSPECTION NOTES ** 11/03/25 CANCELLED BY BUILDER ON-SITE ___________________________________________________________________________________________________________________ Inspector Notes from Inspection 9215 ** 10/15/25 TURDIDITY BARRIER TO REMAIN IN PLACE THROUGH OUT THE SEAWALL PROJECT | |||
| ROW - EROSION CONTROL / INLET PROTE/SILT FENCE | 11/03/2025 | APPROVED | EMADISON |
| Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS 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 | |||
| ROW - STORMWATER FINAL | 11/03/2025 | CANCELLED BY APPLICANT | EMADISON |
| Note: ** 11/03/25 CANCELLED BY BUILDER ON-SITE ___________________________________________________________________________________________________________________ Inspector Notes from Inspection 9215 ** 10/15/25 TURDIDITY BARRIER TO REMAIN IN PLACE THROUGH OUT THE SEAWALL PROJECT | |||
| SEAWALL DEADMAN CAP | 10/24/2025 | APPROVED | MCONTRYMAN |
| ROW -TURBIDITY BARRER | 10/15/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 10/15/25 TURDIDITY BARRIER TO REMAIN IN PLACE THROUGH OUT THE SEAWALL PROJECT |
Review History
| Department | Status | Date In | Date Out |
| BLD | HOLD | 10/08/2025 | 10/09/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM COMMENTS BELOW PER THE 2023 FLORIDA BUILDING CODE-BUILDING (FBCB), CITY OF PALM COAST LAND DEVELOPMENT CODE, CITY OF PALM COAST TECHNICAL MANUAL (COPCTM), FLORIDA STATUTES (FS), FLORIDA ADMINISTRATIVE CODE (FAC), AND AUTHORITY HAVING JURISDICTION (AHJ). REPEAT COMMENTS: 2. Provide structural connection of seawall cap. COPCTM SECTION 1100.09, DRAWING #1100.G. | |||
| BLD | COMPLETE | 10/08/2025 | 10/09/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 09/22/2025 | 09/23/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM COMMENTS BELOW PER THE 2023 FLORIDA BUILDING CODE-BUILDING (FBCB), CITY OF PALM COAST LAND DEVELOPMENT CODE, CITY OF PALM COAST TECHNICAL MANUAL (COPCTM), FLORIDA STATUTES (FS), FLORIDA ADMINISTRATIVE CODE (FAC), AND AUTHORITY HAVING JURISDICTION (AHJ). REPEAT COMMENTS: 1. Add note on seawall engineering plans indicating the elevation of the seawall bulkhead cap to be not more than 2.5 NAVD. Show note at both ends of seawall. COPCTM Section1100.09 E. 2. Provide structural connection of seawall cap . COPCTM SECTION 1100.09, DRAWING #1100.G. NEW COMMENT: 1. Plans say dock on plan page 1. Revise to say Sewall. Plan page 2 and 3 shows dock. Remove all details for dock. Dock needs to be on a separate permit. 2. Remove plan review comments from plan page 1. Only need note section. | |||
| ZON | COMPLETE | 09/22/2025 | 09/22/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | HOLD | 09/11/2025 | 09/15/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM COMMENTS BELOW PER THE 2023 FLORIDA BUILDING CODE-BUILDING (FBCB), CITY OF PALM COAST LAND DEVELOPMENT CODE, CITY OF PALM COAST TECHNICAL MANUAL (COPCTM), FLORIDA STATUTES (FS), FLORIDA ADMINISTRATIVE CODE (FAC), AND AUTHORITY HAVING JURISDICTION (AHJ). Add General Note (or similarly titled) section titled “City of Palm Coast Seawalls, Bulkheads and Revetments Construction Standards” conspicuously displayed on the plans and add the following general notes: 1. Seawall and revetment construction shall conform to the City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09 Seawalls / Bulkheads and Revetments and the City of Palm Coast Unified Land Development Code Chapter 4, Section 4.01.06. In the event of conflict between seawall and revetment design plans and The City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09, the City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09 and the Unified Land Development Code Chapter 4, Section 4.01.06 shall be controlling. 2. Turbidity barriers shall be installed and maintained in accordance with the City of Palm Coast Technical Manual Engineering Design Standards Section 1200 Erosion Control, Section 1200.01 and Drawing # 1200 B Floating Turbidity Barrier Example. 3. Turbidity barriers shall be installed prior to construction, removal of turf and landscaping and disturbance and removal of any part of the seawall. 4. Turbidity barriers shall be installed and maintained and shall remain in place for the duration of construction and shall not be removed until collected sediment and debris have been removed to the original canal depth or approved plan elevation. 5. Turbidity barriers shall remain in place until all upland areas have been restored and all landscaping and final lot improvements have been completed and the ROW Final Inspection is approved by the City. 6. Turbidity barriers shall not be anchored or otherwise attached to any seawall. 7. Existing seawall panels, bulkhead cap, restraints / deadman, seawall panels shall be completely removed from the City of Palm Coast Right-of-Way and lawfully disposed of in accordance with Florida Statutes and Department of Environmental Protection regulations. Exceptions for partial seawall reconstruction projects may be accepted by the City of Palm Coast at its discretion and with prior coordination and approval before commencement of seawall removal / deconstruction. 8. The new seawall shall be installed entirely within private property and in vertical and horizontal alignment with existing, adjacent seawalls. If no adjacent seawalls exist then seawall panels are to be installed within private property. Not more than one-half of the bulkhead cap may project into the City Right-of-Way provided no part of the seawall panels project into the Right of Way. 9. The top of the seawall bulkhead cap shall be a maximum of elevation of 2.5 feet based on the NAVD 88. 10. The top of the seawall bulkhead cap may be increased in elevation when connection to an existing bulkhead at the end of the canal is necessary but in no case can the new seawall cap be at a higher elevation than the bulkhead at the end of the canal. The maximum allowed transition in elevation is the width of one (1) seawall panel. 11. Upon completion of the seawall, backfill and grading disturbed areas shall be immediately sodded. Erosion control devices shall be maintained until the site is sodded. PLAN REVIEW COMMENTS 1. Add note on seawall engineering plans indicating the elevation of the seawall bulkhead cap to be not more than 2.5 NAVD. Show note at both ends of seawall. COPCTM Section1100.09 E. 2. Provide structural connection of seawall cap . COPCTM SECTION 1100.09, DRAWING #1100.G. 3. Engineered plans need to designate the new seawall bulkhead cap to be at the same elevation as adjacent seawalls | |||
| ENGIN1 | COMPLETE | 09/11/2025 | 09/12/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/11/2025 | 09/11/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ADJUSTMENT 10% | (¤12.25) | 10/13/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 10/13/2025 |
| INSPECTION - RESIDENTIAL | ¤60.00 | 10/13/2025 |
| PLAN REVIEW - MISC 32.50 | ¤32.50 | 10/13/2025 |
| SURCHARGE FS 533.721 | ¤2.00 | 10/13/2025 |
| SURCHARGE - FS 468.631 | ¤2.00 | 10/13/2025 |
| SW ENG REVIEW- 40 | ¤40.00 | 10/13/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 10/13/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 10/13/2025 |
| SITE PLAN 15 | ¤15.00 | 10/13/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤209.25 |