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Permit #2025090288
Permit Details
Status: INSPECT
| Parcel Id: 07-11-31-7010-00070-1060 |
| CONDITIONED SPACE: 2430 sqft |
| GARAGE: 699 sqft |
| SCREEN PORCH (SOLID ROOF) : 504 sqft |
| ENCLOSE EXISTING PORCH TO LIVING : 96 sqft |
| Total Square Footage: 3729 sqft |
| Block: 00070 |
| Subdivision: - |
| Job Phone: 386-627-0430 |
| Location Address: 31 FLEMINGTON LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 09/25/2025 |
| NOC: RECORDED |
| Applicant name: ANNA WIKTORIA LISOWSKI |
| Owner: SOARES CARLOS M & MARIA A TRUSTEES |
|
Address 3 ABBOTT RUN VALLEY RD CUMBERLAND, RI 02864 |
| Lot: 1060 |
| Contracted Stated Job Value: ¤350,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
GOLDEN FOX HOME REMODELING, INC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
72 HERNANDEZ AVE PALM COAST, FL 32137 |
CBC1259266 (Exp: 08/31/2026) | 386-627-0430 |
Sub Contractors
CHRISTOPHER DANIEL FULTON
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
2 MARKET PLACE PALM COAST, FL 32137 |
UNIT D PALM COAST, FL 32137 |
CRC1332537 (Exp: 08/31/2026) | 386-445-7945 |
WILLIAM TODD SIKES
| Status | Location Address | State License Number | Phone |
| ACTIVE |
83 PORT ROYAL DR ST AUGUSTINE, FL 32084 |
EC0002726 (Exp: 08/31/2026) | 904-762-8762 |
SCOTT H STILLWELL
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4500 US 1 UNIT 206 BUNNELL, FL 32110 |
CAC1819433 (Exp: 08/31/2026) | 386-864-4404 |
JUAN CARLOS GONZALEZ
| Status | Location Address | State License Number |
| ACTIVE |
1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112 |
RF11067806 (Exp: 08/31/2027) |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/12/2026 | ||
| Note: 6/11/2026 - PREVIOUS INSPECTION NOTES 06-11-26 TPOLACEK** AS STATED IN THE LGDC ANY BOXES CHECKED "NO" MUST HAVE AN EXPLANATION STATING "For each statement initialed with a “No”. attach an explanation detailing the discrepancy, change or deviation that occurred and its effect" PLEASE EXPLAIN THE BOXES CHECKED NO AND FOR #11 FINAL SURVEY MUST INDICATE TYPE OF CONSTRUCTION TO DETERMINE THE PROPER FALL. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/11/2026 | Disapproved - NO FEE | TPOLACEK |
| Note: 06-11-26 TPOLACEK** AS STATED IN THE LGDC ANY BOXES CHECKED "NO" MUST HAVE AN EXPLANATION STATING "For each statement initialed with a “No”. attach an explanation detailing the discrepancy, change or deviation that occurred and its effect" PLEASE EXPLAIN THE BOXES CHECKED NO AND FOR #11 FINAL SURVEY MUST INDICATE TYPE OF CONSTRUCTION TO DETERMINE THE PROPER FALL. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/24/2026 | APPROVED - AS NOTED | EMADISON |
| Note: ** 04/24/26 READY TO SET PAVERS ** 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 ____________________________________________________________________________________________________________________________ 4/16/2026 - PREVIOUS INSPECTION NOTES ** 04/16/26 READY TO POUR APRON AND PAVER RESTRAINT ** At the time of the inspection all minimum city requirements were met. 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 from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300, E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________________ 4/15/2026 - PREVIOUS INSPECTION NOTES 04-15-26 TPOLACEK*** CULVERT ON THE RIGHT IS PITCHED AGAINST THE FLOW, CULVERT ON THE LEFT IS OUT OF TOLERENCE BY OVER THE .10 ALLOWED. 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 11 Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 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 feet in the direction of the drainage flow. Inspector Notes from Inspection 9470 ** 10/27/25 ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY AND WATERWAYS ** 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 ________________________________________________________________________________________________________________ 10/21/2025 - PREVIOUS INSPECTION NOTES ** 10/21/25 BUILDER IS REQUIRED TO OPEN THE ROADSIDE SWALE AT CONSTRUCTION ENTRANCE INSTALL A TEMPORARY CULVERT PIPE A MINIMUM OF 12 INCHES IN DIAMETER AS YOU HAVE THE SWALE COMPLETELY ' BLOCKED ** REMOVE THE PORT-A-JOHN FROM THE ROADSIDE SWALE AND PUT ONTO YOUR SITE ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 10/27/25 | |||
| ROW- PAVER RESTRAINTS | 04/16/2026 | APPROVED | EMADISON |
| Note: ** 04/16/26 READY TO POUR APRON AND PAVER RESTRAINT ** At the time of the inspection all minimum city requirements were met. It is the builder’s responsibility to ensure that nothing changes after this Inspection is approved. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE | |||
| ROW- PRE-APRON (PRE-POUR) | 04/16/2026 | PARTIALLY APPROVED | EMADISON |
| Note: ** 04/16/26 READY TO POUR APRON AND PAVER RESTRAINT ** At the time of the inspection all minimum city requirements were met. 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 from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300, E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________________ 4/15/2026 - PREVIOUS INSPECTION NOTES 04-15-26 TPOLACEK*** CULVERT ON THE RIGHT IS PITCHED AGAINST THE FLOW, CULVERT ON THE LEFT IS OUT OF TOLERENCE BY OVER THE .10 ALLOWED. 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 11 Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 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 feet in the direction of the drainage flow. Inspector Notes from Inspection 9470 ** 10/27/25 ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY AND WATERWAYS ** 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 ________________________________________________________________________________________________________________ 10/21/2025 - PREVIOUS INSPECTION NOTES ** 10/21/25 BUILDER IS REQUIRED TO OPEN THE ROADSIDE SWALE AT CONSTRUCTION ENTRANCE INSTALL A TEMPORARY CULVERT PIPE A MINIMUM OF 12 INCHES IN DIAMETER AS YOU HAVE THE SWALE COMPLETELY ' BLOCKED ** REMOVE THE PORT-A-JOHN FROM THE ROADSIDE SWALE AND PUT ONTO YOUR SITE ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 10/27/25 | |||
| ROW- PRE-APRON (PRE-POUR) | 04/15/2026 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 04-15-26 TPOLACEK*** CULVERT ON THE RIGHT IS PITCHED AGAINST THE FLOW, CULVERT ON THE LEFT IS OUT OF TOLERENCE BY OVER THE .10 ALLOWED. 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 11 Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 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 feet in the direction of the drainage flow. Inspector Notes from Inspection 9470 ** 10/27/25 ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY AND WATERWAYS ** 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 ________________________________________________________________________________________________________________ 10/21/2025 - PREVIOUS INSPECTION NOTES ** 10/21/25 BUILDER IS REQUIRED TO OPEN THE ROADSIDE SWALE AT CONSTRUCTION ENTRANCE INSTALL A TEMPORARY CULVERT PIPE A MINIMUM OF 12 INCHES IN DIAMETER AS YOU HAVE THE SWALE COMPLETELY ' BLOCKED ** REMOVE THE PORT-A-JOHN FROM THE ROADSIDE SWALE AND PUT ONTO YOUR SITE ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 10/27/25 | |||
| ELECTRIC - EARLY POWER | 03/13/2026 | Disapproved - NO FEE | MCONTRYMAN |
| Note: 3/12/26 1. Alot of gang boxes are missing covers NEC 440.14 2. Some electrical wires are not properly safed off. Must be capped and in a gang box with cover NEC 440.14 3. Cover is off of garage electrical panel NEC 440.14 | |||
| ELECTRIC - EARLY POWER | 03/13/2026 | APPROVED | MCONTRYMAN |
| Note: 3/12/2026 - PREVIOUS INSPECTION NOTES 3/12/26 1. Alot of gang boxes are missing covers NEC 440.14 2. Some electrical wires are not properly safed off. Must be capped and in a gang box with cover NEC 440.14 3. Cover is off of garage electrical panel NEC 440.14 | |||
| GRAVITY SEWER TEST | 03/06/2026 | APPROVED | MCONTRYMAN |
| SEWER TIE IN | 03/05/2026 | APPROVED | PKNAPIK |
| Note: Via virtual inspection | |||
| LATH/BRICK/ WATER BARRIER | 01/15/2026 | APPROVED - AS NOTED | JSTEWART |
| Note: Installer is onsite and installing raised bands at back doors and side windows. water barrier (flashing) is inplace and mesh is installed. | |||
| INSULATION | 01/12/2026 | APPROVED | MCONTRYMAN |
| Note: Inspector Notes from Inspection 2420 1/7/26 1. Duct layout does not match what is installed. Please revise and have approved FBC(A) 107.4 | |||
| ALL ROUGH | 01/07/2026 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 1/7/26 1. Duct layout does not match what is installed. Please revise and have approved FBC(A) 107.4 | |||
| ROOF VALLEY & METAL | 12/18/2025 | APPROVED | HCAMACHO |
| WALL SHEATHING | 12/17/2025 | APPROVED | HCAMACHO |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/17/2025 | APPROVED | HCAMACHO |
| ELECTRIC-TUG | 12/05/2025 | APPROVED | HCAMACHO |
| TIE BEAM / LINTEL | 12/03/2025 | APPROVED | HCAMACHO |
| MONOLITHIC SLAB | 11/12/2025 | APPROVED | HCAMACHO |
| PLUMBING 1ST ROUGH UNDERGROUND | 11/10/2025 | APPROVED | MGIBSON |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 11/07/2025 | APPROVED | PKNAPIK |
| FORMBOARD SURVEY (OFFICE USE ONLY) | 11/04/2025 | APPROVED | RRICKS |
| ROW - DRAINAGE | 10/27/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 10/27/25 ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY AND WATERWAYS ** 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 ________________________________________________________________________________________________________________ 10/21/2025 - PREVIOUS INSPECTION NOTES ** 10/21/25 BUILDER IS REQUIRED TO OPEN THE ROADSIDE SWALE AT CONSTRUCTION ENTRANCE INSTALL A TEMPORARY CULVERT PIPE A MINIMUM OF 12 INCHES IN DIAMETER AS YOU HAVE THE SWALE COMPLETELY ' BLOCKED ** REMOVE THE PORT-A-JOHN FROM THE ROADSIDE SWALE AND PUT ONTO YOUR SITE ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 10/27/25 | |||
| ROW - DRAINAGE | 10/21/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 10/21/25 BUILDER IS REQUIRED TO OPEN THE ROADSIDE SWALE AT CONSTRUCTION ENTRANCE INSTALL A TEMPORARY CULVERT PIPE A MINIMUM OF 12 INCHES IN DIAMETER AS YOU HAVE THE SWALE COMPLETELY ' BLOCKED ** REMOVE THE PORT-A-JOHN FROM THE ROADSIDE SWALE AND PUT ONTO YOUR SITE ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 10/27/25 | |||
| WATER METER INSTALLATION REQUEST | 10/15/2025 | APPROVED | CBOWERMASTER |
| WILDLIFE CHECK - ENVIRONMENTAL | 09/15/2025 | APPROVED | DRODRIGUEZ |
| U-CROSS CONNECTION | |||
| ROW - FINAL APRON (AFTER POUR) | |||
| ROW - FINAL INSPECTION | |||
| U -UTILITY RESIDENTIAL FINAL | |||
| BLD - BUILDING FINAL |
Review History
| Department | Status | Date In | Date Out |
| BADMIN | INFORMATION | 06/09/2026 | 06/09/2026 |
| Note: Marked INFORMATION By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM FINAL GRADE CERTIFICATION & FINAL SURVEY MUST BE IN ONE COMBINED FILE | |||
| MECH | COMPLETE | 06/02/2026 | 06/05/2026 |
| Note: Released By: KENNETH SANDOE - - KSANDOE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 05/27/2026 | 06/01/2026 |
| Note: Held By: KENNETH SANDOE - - KSANDOE@PALMCOASTGOV.COM Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2023 8th Edition | |||
| MECH | COMPLETE | 01/08/2026 | 01/09/2026 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 11/24/2025 | 11/24/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/24/2025 | 11/24/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 11/07/2025 | 11/07/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 11/03/2025 | 11/04/2025 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/03/2025 | 11/03/2025 |
| Note: Released By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 10/31/2025 | 11/03/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Please provide the FFEs of lots 105 and 107 on the formboard survey. This help ensure that there are no discrepancies with the elevations when the formboard elevations are taken. | |||
| ZON | COMPLETE | 10/31/2025 | 10/31/2025 |
| Note: Released By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 09/24/2025 | 09/24/2025 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 09/23/2025 | 09/23/2025 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM ALL RIGHT OF WAY ELEVATIONS NEED TO BE EQUAL OR GREATER THEN THE EDGE OF PAVEMENT | |||
| ZON | COMPLETE | 09/18/2025 | 09/18/2025 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ZON | HOLD | 09/17/2025 | 09/17/2025 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Please return original copy of ROW Agreement.to our office for procesing | |||
| SW1 | HOLD | 09/17/2025 | 09/17/2025 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM 1) MUST HAVE EXISTING ELEVATIONS FOR THE LOT BEHIND THIS LOT 10' OFF ELEVATIONS INSIDE THE PROPERTY. 2) NEED TO HAVE 6" OF FALL THE FIRST 10' OFF THE STRUCTURE. 3) ALL RIGHT OF WAY LINE ELEVATIONS NEED TO BE EQUAL OR GREATER THEN THE EDGE OF PAVEMENT. | |||
| MECH | COMPLETE | 09/17/2025 | 09/18/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 09/17/2025 | 09/23/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 09/17/2025 | 09/17/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 09/17/2025 | 09/17/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 09/15/2025 | 09/15/2025 |
| Note: Held By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM Our city survey crew has found that the benchmark is actually in the power pole at the intersection. This benchmark was clearly labelled in the field with a paddle stating the correct elevation. Please confirm the intersection power pole is correct and revise your site plan to match any changes. | |||
| SWALE | COMPLETE | 09/09/2025 | 09/17/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 09/08/2025 | 09/12/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | HOLD | 09/08/2025 | 09/12/2025 |
| Note: Held By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM 1. Product Approval FL# 13389-R16 not valid FL# 11473-R4 out of cycle. We are in the 2023 review cycle. FL# 15363-R2 out of cycle. 2. Plans are missing code criteria. | |||
| CUSVC | COMPLETE | 09/08/2025 | 09/15/2025 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 09/08/2025 | 09/11/2025 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Need correct outlet spacing on the pantry since it is a counter top. NEC 2020 210.52 (C) | |||
| ENGIN1 | COMPLETE | 09/08/2025 | 09/09/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 09/08/2025 | 09/09/2025 |
| LOCATE | COMPLETE | 09/08/2025 | 09/11/2025 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 09/08/2025 | 09/09/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2023 8th Edition | |||
| SW1 | HOLD | 09/08/2025 | 09/09/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Grading Comments: - All hard elevations shall be depicted to the nearest 0.01. Please show both adjacent lots FFE to the nearest 0.01'. - Covered Lanai and entry shall be no less than 0.33'(4") of proposed home FFE. - Edge of pavement and CL elevations shall be on a 20' grid. - Existing elevations are required at all locations of proposed elevations. - Please depict driveway dimensions behind the RW and at the EP. - Please depict that elevations are reference using NAVD88 Please read over the SW Informational packet and the Example Grading Plans I've attched to clearly understand COPC standards. If there are any questions or concerns please feel free to call or email me. | |||
| ZON | HOLD | 09/08/2025 | 09/08/2025 |
| Note: Held By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM 1. Site plan missing width of driveway in front of garage doors. 2. Site plan missing type of material for walkway. 3. Color sheet missing. 4. Please return original copy of ROW Agreement. | |||
| PLENV | COMPLETE | 09/08/2025 | 09/15/2025 |
| Note: Released By: DYLAN RODRIGUEZ - (386)986-2320 - DRODRIGUEZ@PALMCOASTGOV.COM Staff conducted a site visit on 09/15/25 and found no Gopher Tortoise or their burrows. Staff suggests placing silt fence as soon as possible to prevent tortoise from moving into the lot. If any gopher tortoises are located in the future further coordination may be necessary. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| WATER- TURN ON | ¤50.00 | 09/25/2025 |
| ADJUSTMENT 10% | (¤176.68) | 09/25/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 09/25/2025 |
| INSPECTION - RESIDENTIAL | ¤1,353.00 | 09/25/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤383.76 | 09/25/2025 |
| FC IMPACT FEE EMS | ¤62.00 | 09/25/2025 |
| IMPACT FEE FIRE | ¤434.51 | 09/25/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 09/25/2025 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 09/25/2025 |
| IMPACT FEE PARKS | ¤1,828.01 | 09/25/2025 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 09/25/2025 |
| RECORDING FEE REIMBURSE DOC | ¤8.50 | 09/25/2025 |
| RECORDING FEE REIMBURSE DOC | ¤44.00 | 09/25/2025 |
| IMPACT FEE TRANSPORTATION | ¤1,916.00 | 09/25/2025 |
| WASTEWATER MAIN EXTENSION IMPA | ¤2,385.00 | 09/25/2025 |
| SURCHARGE FS 533.721 | ¤15.90 | 09/25/2025 |
| SURCHARGE - FS 468.631 | ¤23.85 | 09/25/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 09/25/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 09/25/2025 |
| SW ENG PRE APRON | ¤30.00 | 09/25/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 09/25/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 09/25/2025 |
| WATER METER W/ TAP | ¤2,326.93 | 09/25/2025 |
| SEWER CREDIT | (¤1,147.00) | 09/25/2025 |
| WASTEWATER PERM INSPECTION | ¤80.00 | 09/25/2025 |
| WASTEWATER PERM REVIEW | ¤25.00 | 09/25/2025 |
| SEWER CAPITAL FACILITY | ¤4,415.00 | 09/25/2025 |
| WATER CAPITAL FACILITY FEE | ¤3,790.49 | 09/25/2025 |
| WATER PERMIT REVIEW | ¤25.00 | 09/25/2025 |
| WATER MAIN EXTENSION IMPACT | ¤917.27 | 09/25/2025 |
| SITE PLAN 30 | ¤30.00 | 09/25/2025 |
| RSI REINSPECTION 1 | ¤35.00 | |
| RSI REINSPECTION 1 | ¤35.00 | |
| RSI REINSPECTION 1 | ¤35.00 | |
| Fees | Total Due: ¤105.00 | Total Paid: ¤25,106.54 |