I want to search for...
Permit #2025040960
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7030-00070-0170 |
| Block: 00070 |
| Subdivision: 7030 - |
| Job Phone: 386-931-2625 |
| Location Address: 26 RAELAND LN |
| Type: DR - DRIVEWAY |
| Issue Date: 05/08/2025 |
| NOC: Unknown |
| Applicant name: SANDRA AZEVEDO |
| Owner: KRISTOFFERSEN HAAKON AND MARGARET H LIFE ESTATE |
|
Address C/O DEBRA COOPER DENVILLE, NJ 07834 |
|
Address 51 HIGHWOOD RD DENVILLE, NJ 07834 |
| Lot: 0170 |
| Contracted Stated Job Value: ¤2,400.00 |
| Job Description: R+R Concrete Driveway 18' Wide |
| Type: CN |
Contractor
PAVERS TRAVERTINE AND MORE INC
| Status | Location Address | Phone | Fax |
| ACTIVE |
37 PRICE LANE PALM COAST, FL 32164 |
386-446-1655 | 386-446-1655 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 06/06/2025 | APPROVED | TPOLACEK |
| Note: PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE, 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 | 06/06/2025 | 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 | |||
| U -UTILITY RESIDENTIAL FINAL | 06/06/2025 | FINAL APPROVED | LFITZGERALD |
| ROW- PRE-APRON (PRE-POUR) | 05/09/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 05/09/25 TPOLACEK*** ROADSIDE EDGE FORM BOARD MUST BE VERTICLE AND NOT ATTCHED TO ROADWAY AS THIS MAY CAUSE A HAZARD TO PEDESTRIANS. YOU WILL ALSO BE REQUIRED TO COMPLETE A HOT PATCH ROAD REPAIR AFTER THE DRIVEWAY IS POURED. THAT IS THE PURPOSE OF THE FRONT FORM BOARD TO MAKE SURE EDGE OF DRIVEWAY IS SET CORRECTLY AND CONCRETE TO ASPHALT JOINT WILL BE TIGHT. THERE MUST BE 4" OF CONCRETE THROUGHOUT THE ENTIRE POUR AREA BEHIND THE ROW. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "10. DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE.Sec 300.E" | |||
| ROW- PRE-APRON (PRE-POUR) | 05/09/2025 | APPROVED | TPOLACEK |
| Note: AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. CONTRACTORS WILL BE NOTIFIED WHEN TICKETS WILL BE REQUIRED WITH AN EMAIL BLAST.THE FOLLOWING IS CURRENTLY FOR INFORMATION ONLY: TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, 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. 5/9/2025 - PREVIOUS INSPECTION NOTES 05/09/25 TPOLACEK*** ROADSIDE EDGE FORM BOARD MUST BE VERTICLE AND NOT ATTCHED TO ROADWAY AS THIS MAY CAUSE A HAZARD TO PEDESTRIANS. YOU WILL ALSO BE REQUIRED TO COMPLETE A HOT PATCH ROAD REPAIR AFTER THE DRIVEWAY IS POURED. THAT IS THE PURPOSE OF THE FRONT FORM BOARD TO MAKE SURE EDGE OF DRIVEWAY IS SET CORRECTLY AND CONCRETE TO ASPHALT JOINT WILL BE TIGHT. THERE MUST BE 4" OF CONCRETE THROUGHOUT THE ENTIRE POUR AREA BEHIND THE ROW. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "10. DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE.Sec 300.E" |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 04/17/2025 | 04/17/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 04/17/2025 | 04/21/2025 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/17/2025 | 04/17/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 04/17/2025 | 04/25/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@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 30 | ¤30.00 | 06/05/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 05/08/2025 |
| SITE PLAN 15 | ¤15.00 | 05/08/2025 |
| ADJUSTMENT 10% | (¤3.00) | 05/08/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 05/08/2025 |
| SW ENG INSPECTION 40 | ¤40.00 | 05/08/2025 |
| SW ENG PRE APRON | ¤30.00 | 05/08/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤342.00 |