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Permit #2025010942
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7028-00330-0090 |
| Block: 00330 |
| Subdivision: - |
| Job Phone: 386-931-6577 |
| Location Address: 18 POSTMAN LN |
| Type: DR - DRIVEWAY |
| Issue Date: 02/20/2025 |
| NOC: Unknown |
| Applicant name: LUIS JORGE MEDEIROS |
| Owner: PROFESSIONAL SUNSHINE MANAGEMENT LLC |
|
Address 922 SHADICK DRIVE ORANGE CITY, FL 32763 |
| Lot: 0090 |
| Contracted Stated Job Value: ¤3,800.00 |
| Job Description: Remove and replace partial driveway damaged |
| 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 INSPECTION | 06/25/2025 | APPROVED | FSLADISH |
| Note: 6/25/25 . 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. 4/24/2025 - PREVIOUS INSPECTION NOTES ** 04/24/25 NO CORRECTION HAVE BEEN MADE SINCE PREVIOUS INSPECTION ** TPOLACEK** BUILDER MUST REMOVE ALL BROKEN CONCRETE AROUND PROJECT AND ROAD EDGE. SOD MUST MEET DRIVEWAY AND MATCH GRADE TO PREVENT WASHOUT __________________________________________________________________________________________________________________. 3/17/2025 - PREVIOUS INSPECTION NOTES 03/17/25 TPOLACEK** BUILDER MUST REMOVE ALL BROKEN CONCRETE AROUND PROJECT AND ROAD EDGE. SOD MUST MEET DRIVEWAY AND MATCH GRADE TO PREVENT WASHOUT. | |||
| ROW - FINAL INSPECTION | 04/24/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 04/24/25 NO CORRECTION HAVE BEEN MADE SINCE PREVIOUS INSPECTION ** TPOLACEK** BUILDER MUST REMOVE ALL BROKEN CONCRETE AROUND PROJECT AND ROAD EDGE. SOD MUST MEET DRIVEWAY AND MATCH GRADE TO PREVENT WASHOUT __________________________________________________________________________________________________________________. 3/17/2025 - PREVIOUS INSPECTION NOTES 03/17/25 TPOLACEK** BUILDER MUST REMOVE ALL BROKEN CONCRETE AROUND PROJECT AND ROAD EDGE. SOD MUST MEET DRIVEWAY AND MATCH GRADE TO PREVENT WASHOUT. | |||
| U -UTILITY RESIDENTIAL FINAL | 03/17/2025 | FINAL APPROVED | LFITZGERALD |
| ROW - FINAL APRON (AFTER POUR) | 03/17/2025 | APPROVED | TPOLACEK |
| 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 - FINAL INSPECTION | 03/17/2025 | Disapproved - NO FEE | TPOLACEK |
| Note: 03/17/25 TPOLACEK** BUILDER MUST REMOVE ALL BROKEN CONCRETE AROUND PROJECT AND ROAD EDGE. SOD MUST MEET DRIVEWAY AND MATCH GRADE TO PREVENT WASHOUT. | |||
| ROW- PRE-APRON (PRE-POUR) | 03/03/2025 | APPROVED | FSLADISH |
| Note: 3/3/25 CORRECTION REQUIRED COMPLETED AT THE TIME OF THIS INSPECTION. BUILDER TO USE MINIMUM 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK ELEVATIONS MAKE SURE CONCRETE IS 3000 PSI BUILDER 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. _____________________________________________________________________________________________________________________ 2/27/2025 - PREVIOUS INSPECTION NOTES 02/27/25 TPOLACEK*** ENTIRE POUR AREA NEEDS TO HAVE A MINIMUM OF 4" OF CONCRETE, BASE MUST BE SPREAD AND COMPACTED. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "10. DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" | |||
| ROW- PRE-APRON (PRE-POUR) | 02/27/2025 | Disapproved - NO FEE | TPOLACEK |
| Note: 02/27/25 TPOLACEK*** ENTIRE POUR AREA NEEDS TO HAVE A MINIMUM OF 4" OF CONCRETE, BASE MUST BE SPREAD AND COMPACTED. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "10. DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 01/23/2025 | 01/28/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2326 - LSALYERDS@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 01/23/2025 | 01/24/2025 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/23/2025 | 01/23/2025 |
| 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 |
| SW ENG REINSPECTION 20 | ¤20.00 | 04/29/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 02/20/2025 |
| SITE PLAN 15 | ¤15.00 | 02/20/2025 |
| ADJUSTMENT 10% | (¤3.00) | 02/20/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 02/20/2025 |
| SW ENG INSPECTION 40 | ¤40.00 | 02/20/2025 |
| SW ENG PRE APRON | ¤30.00 | 02/20/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤332.00 |