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Permit #2025070179
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7003-00060-0270 |
| Block: 00060 |
| Subdivision: - |
| Job Phone: 386-693-4884 |
| Location Address: 3 CLEARVIEW CT S |
| Type: SW - SEAWALL |
| Issue Date: 09/18/2025 |
| NOC: RECORDED |
| Applicant name: JOHN D GOBLER |
| Owner: BURKE TIMOTHY R & ALLISON M H&W |
|
Address 3 CLEARVIEW COURT S PALM COAST, FL 32137 |
| Lot: 0270 |
| Contracted Stated Job Value: ¤25,000.00 |
| Job Description: Bulkhead |
| Type: CN |
Contractor
MARITIME CONSTRUCTION INC
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
P.O. BOX 2014 FLAGLER BEACH, FL 32136 |
CBC1254215 (Exp: 08/31/2026) | 386-693-4884 | 386-693-4897 |
Inspection History
| Type | Request Date | Result | Inspector |
| SEAWALL FINAL | 12/09/2025 | FINAL APPROVED | HCAMACHO |
| ROW - FINAL INSPECTION | 12/08/2025 | APPROVED | TPOLACEK |
| Note: 12-8-25 TPOLACEK*** CORRECTIONS TO SOD MADE, 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 +++++++++++++++++++++++++++++++++++++++++++++++ 12/5/2025 - PREVIOUS INSPECTION NOTES 12-5-25 TPOLACEK*** ALL AREAS IN BACK YARD HAVE MET COPC MINIMUM STANDARDS. THE SOD ELEVATION IN FRONT ROADSIDE SWALE MUST BE CUT DOWN IN ALL AREAS TO MATCH EXISTING GRADE AND SOD SHALL NOT BE STEPPED UP ALONG ROADWAY. SOD ALONG ROAD EDGE MUST BE CUT IN SO DRAINAGE CAN RUN OFF ROAD SURFACE. THIS WILL BE HELD ON FINAL INSPECTION. Inspector Notes from Inspection 9215 ** 09/19/25 TURBIDITY BARRIER TO REMAIN IN PLACE THROUGH OUT THE PROJECT | |||
| ROW - STORMWATER FINAL | 12/05/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 12-5-25 TPOLACEK*** ALL AREAS IN BACK YARD HAVE MET COPC MINIMUM STANDARDS. THE SOD ELEVATION IN FRONT ROADSIDE SWALE MUST BE CUT DOWN IN ALL AREAS TO MATCH EXISTING GRADE AND SOD SHALL NOT BE STEPPED UP ALONG ROADWAY. SOD ALONG ROAD EDGE MUST BE CUT IN SO DRAINAGE CAN RUN OFF ROAD SURFACE. THIS WILL BE HELD ON FINAL INSPECTION. Inspector Notes from Inspection 9215 ** 09/19/25 TURBIDITY BARRIER TO REMAIN IN PLACE THROUGH OUT THE PROJECT | |||
| ROW - FINAL INSPECTION | 12/05/2025 | Disapproved - NO FEE | TPOLACEK |
| Note: 12-5-25 TPOLACEK*** ALL AREAS IN BACK YARD HAVE MET COPC MINIMUM STANDARDS. THE SOD ELEVATION IN FRONT ROADSIDE SWALE MUST BE CUT DOWN IN ALL AREAS TO MATCH EXISTING GRADE AND SOD SHALL NOT BE STEPPED UP ALONG ROADWAY. SOD ALONG ROAD EDGE MUST BE CUT IN SO DRAINAGE CAN RUN OFF ROAD SURFACE. THIS WILL BE HELD ON FINAL INSPECTION. Inspector Notes from Inspection 9215 ** 09/19/25 TURBIDITY BARRIER TO REMAIN IN PLACE THROUGH OUT THE PROJECT | |||
| SEAWALL DEADMAN CAP | 10/23/2025 | APPROVED | MCONTRYMAN |
| ROW -TURBIDITY BARRER | 09/19/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 09/19/25 TURBIDITY BARRIER TO REMAIN IN PLACE THROUGH OUT THE PROJECT |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 09/16/2025 | 09/17/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 09/03/2025 | 09/05/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM ENGINEER NEEDS TO PROVIDE THE STRUCTURAL CONNECTION OF BULKHEAD CAP TO ADJACENT SEAWALL CAP. PROVIDE DETAILS. IS IT A SHARED RETURN? ARE YOU DOWELING THE CAP? PROVIDE LOCATION AND DISTANCE OF ADJACENT PROPERTIES DEAD-MEN. (Second Request) | |||
| BADMIN | INFORMATION | 09/03/2025 | 09/03/2025 |
| Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM label the pdf files exactly what they are no names or address | |||
| BLD | HOLD | 07/30/2025 | 07/31/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM ENGINEER NEEDS TO PROVIDE THE STRUCTURAL CONNECTION OF BULKHEAD CAP TO ADJACENT SEAWALL CAP. PROVIDE DETAILS. IS IT A SHARED RETURN? ARE YOU DOWELING THE CAP? PROVIDE LOCATION AND DISTANCE OF ADJACENT PROPERTIES DEAD-MEN. | |||
| BLD | HOLD | 07/07/2025 | 07/08/2025 |
| 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 TECHNICAL MANUAL (COPCTM), CITY OF PALM COAST LAND DEVELOPMENT CODE (LDC), 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. ENGINEERED PLANS NEED TO DESIGNATE THE ELEVATION OF THE SEAWALL BULKHEAD CAP NO MORE THAN 2.5 FEET NAVD. LDC CHAPTER 4, SECTION 4.01.06 E.1. 2. PROVIDE STRUCTURAL CONNECTION OF SEAWALL CAP AND PANELS TO ADJACENT SEAWALL CAP AND PANELS OR PROVIDE A SEWALL RETURN . SEAWALL RETURN TO EXTEND A MINIMUM OF 10 FEET INTO THE PROPERTY AND CONSTRUCTED IN THE SAME MANNER AS OTHER PARTS OF THE SEAWALL. SEAWALL RETURN MUST EXTEND FURTHER INTO THE LOT A SUFFICIENT DISTANCE TO ENSURE THE COMPLETED POST-CONSTRUCTION GRADING CAN BE COMPLETED IN A MANNER SO THAT LOT STORMWATER DRAINAGE REMAINS ON THE LOT UNTIL IT FLOWS OVER THE SEAWALL AND DOES NOT TOP OR CIRCUMVENT THE RETURN AND IMPACT ADJACENT LOT OWNER. SEE APPROVED GRADING AND DRAINAGE PLAN TO VERIFY LENGTHS AND ELEVATIONS OF RETURNS MATCH WHAT IS SHOWN ON THE ENGINEERED PLANS. COPCTM SECTION 1100.09, DRAWING #1100.G. 3. ENGINEER NEEDS TO PROVIDE THE STRUCTURAL CONNECTION OF BULKHEAD CAP TO ADJACENT SEAWALL. SEAWALL PANELS ARE LAPPED OR ABUTTED USING ½ INCH EXPANSION JOINT MATERIAL AND DETAIL PROVIDED ON PLANS. 4. ENGINEERED PLANS NEED TO DESIGNATE THE NEW SEAWALL BULKHEAD CAP TO BE AT SAME ELEVATION AS ADJACENT SEAWALLS. | |||
| ENGIN1 | COMPLETE | 07/07/2025 | 07/08/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/07/2025 | 07/07/2025 |
| 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% | (¤13.13) | 09/18/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 09/18/2025 |
| INSPECTION - RESIDENTIAL | ¤68.75 | 09/18/2025 |
| PLAN REVIEW - MISC 32.50 | ¤32.50 | 09/18/2025 |
| SURCHARGE FS 533.721 | ¤2.00 | 09/18/2025 |
| SURCHARGE - FS 468.631 | ¤2.00 | 09/18/2025 |
| SW ENG REVIEW- 40 | ¤40.00 | 09/18/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 09/18/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 09/18/2025 |
| SITE PLAN 15 | ¤15.00 | 09/18/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤217.12 |