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Permit #2025120394
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7065-00570-0150 |
| Block: 00570 |
| Subdivision: 2169 - SECTION 65-KANKAKEE RUN |
| Job Phone: 386-931-6577 |
| Location Address: 3 KARL CT |
| Type: DR - DRIVEWAY |
| Issue Date: 03/06/2026 |
| NOC: RECORDED |
| Applicant name: LUIS JORGE MEDEIROS |
| Owner: ERIC MEADE |
|
Address 3 KARL COURT PALM COAST, FL 32164 |
| Lot: 0150 |
| Contracted Stated Job Value: ¤20,000.00 |
| Job Description: Remove existing drivway & replace with Concrete Circular Driveway |
| 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 |
| ROW - FINAL APRON (AFTER POUR) | 04/28/2026 | APPROVED | FSLADISH |
| Note: 4/28/26 RE-CHECKED, PIPE ELEVATIONS GOOD AT THIS INSPECTION. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. _______________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 3/27/26 THERE WAS NO BENCHMARK LOCATION OR ON THE ELEVEATION WHEN THIS INSPECTION WAS CONDUCTED. I REVIEWED THE COPC SURVEY CREWS NOTES FOR A BENCHMARK, FOUND IT LISTED AS NAIL ON RIGHTSIDE POWERPOLE AT 24.66. I SET THIS AS BM AND CHECKED CENTERLINE AND LEFT SIDE ELEVATIONS AS CONTROL POINTS. ALL ELEVATIONS WERE WITHIN 1 HUNDRETH. CULVERT PIPE ELEVETIONS WERE WITHIN COPC SWALE DIAGRAM TOLERANCE. CONTACTED PARREN OUR LEAD WHO SENT AN EMAIL TO LEVI OUR SWALE PLAN COORDINATOR ASKING FOR THE SWALE PLAN TO BE UPDATED REFLECTING BM ELEVATION AND LOCATION. I AM APPROVING THIE PRE POUR INSPECTION AS NOTED. PIPE INVERTS ARE GOOD AT THE 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. | |||
| ROW - FINAL INSPECTION | 04/28/2026 | APPROVED | FSLADISH |
| Note: 4/28/26 AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. _________________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 3/27/26 THERE WAS NO BENCHMARK LOCATION OR ON THE ELEVEATION WHEN THIS INSPECTION WAS CONDUCTED. I REVIEWED THE COPC SURVEY CREWS NOTES FOR A BENCHMARK, FOUND IT LISTED AS NAIL ON RIGHTSIDE POWERPOLE AT 24.66. I SET THIS AS BM AND CHECKED CENTERLINE AND LEFT SIDE ELEVATIONS AS CONTROL POINTS. ALL ELEVATIONS WERE WITHIN 1 HUNDRETH. CULVERT PIPE ELEVETIONS WERE WITHIN COPC SWALE DIAGRAM TOLERANCE. CONTACTED PARREN OUR LEAD WHO SENT AN EMAIL TO LEVI OUR SWALE PLAN COORDINATOR ASKING FOR THE SWALE PLAN TO BE UPDATED REFLECTING BM ELEVATION AND LOCATION. I AM APPROVING THIE PRE POUR INSPECTION AS NOTED. PIPE INVERTS ARE GOOD AT THE 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. | |||
| U -UTILITY RESIDENTIAL FINAL | 04/28/2026 | APPROVED | TLOWE |
| ROW- PRE-APRON (PRE-POUR) | 03/27/2026 | APPROVED - AS NOTED | FSLADISH |
| Note: 3/27/26 THERE WAS NO BENCHMARK LOCATION OR ON THE ELEVEATION WHEN THIS INSPECTION WAS CONDUCTED. I REVIEWED THE COPC SURVEY CREWS NOTES FOR A BENCHMARK, FOUND IT LISTED AS NAIL ON RIGHTSIDE POWERPOLE AT 24.66. I SET THIS AS BM AND CHECKED CENTERLINE AND LEFT SIDE ELEVATIONS AS CONTROL POINTS. ALL ELEVATIONS WERE WITHIN 1 HUNDRETH. CULVERT PIPE ELEVETIONS WERE WITHIN COPC SWALE DIAGRAM TOLERANCE. CONTACTED PARREN OUR LEAD WHO SENT AN EMAIL TO LEVI OUR SWALE PLAN COORDINATOR ASKING FOR THE SWALE PLAN TO BE UPDATED REFLECTING BM ELEVATION AND LOCATION. I AM APPROVING THIE PRE POUR INSPECTION AS NOTED. PIPE INVERTS ARE GOOD AT THE 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. |
Review History
| Department | Status | Date In | Date Out |
| RSI | COMPLETE | 01/30/2026 | 02/11/2026 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 01/30/2026 | 02/02/2026 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/30/2026 | 01/30/2026 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 01/30/2026 | 02/02/2026 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| RSI | HOLD | 12/17/2025 | 12/17/2025 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM CULVERT CAN NOT BE CONNECTED PLEASE INDACATE THAT CULVERTS MUST BE 3' FROM EACH OTHER | |||
| ENGIN1 | COMPLETE | 12/17/2025 | 12/19/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/17/2025 | 12/17/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 12/16/2025 | 12/29/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 12/10/2025 | 12/17/2025 |
| Note: Held By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM Address comments from RSI. | |||
| RSI | HOLD | 12/10/2025 | 12/11/2025 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM Must have the lenght of the pipe and what type of culvert you will be useing. the culvert can be 15" cmp or 15" hdp or a 13"x17" cmp. the culvert pipe needs to be minimum of 6' wider then the driveway. | |||
| UTL | COMPLETE | 12/10/2025 | 12/10/2025 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/10/2025 | 12/10/2025 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 03/06/2026 |
| RSI DRIVEWAY AFTER POUR | ¤16.25 | 03/06/2026 |
| RSE DRIVE PRE POUR INSPECTION | ¤32.50 | 03/06/2026 |
| RSI ROW FINAL INSPECTION | ¤16.25 | 03/06/2026 |
| RSI SITE PLAN REVIEW | ¤16.25 | 03/06/2026 |
| SW ENG RES REVIEW 240 | ¤240.00 | 03/06/2026 |
| SITE PLAN 15 | ¤15.00 | 03/06/2026 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤366.25 |