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Permit #2023070995
Permit Details
Status: CANCEL
| Parcel Id: 07-11-31-7013-00130-0370 |
| Total Square Footage: 650 sqft |
| Block: 00130 |
| Subdivision: 2192 - SECTION 13-BELLE TERRE |
| Job Phone: 410-984-6787 |
| Location Address: 44 BRIARVUE LN |
| Type: DR - DRIVEWAY |
| Issue Date: 08/03/2023 |
| NOC: RECORDED |
| Applicant name: MICHAEL JON HOWES |
| Owner: MURER CAROL ELIZABETH |
|
Address 44 BRIARVUE LANE PALM COAST, FL 32137 |
| Lot: 0370 |
| Contracted Stated Job Value: ¤6,500.00 |
| Job Description: Driveway Concrete Repair |
| Type: CN |
Contractor
JIFFY SERVICES OF CENTRAL FLORIDA LLC
| Status | Location Address | State License Number | Phone |
| CANCEL |
29 MALACOMPRA RD BUNNELL, FL 32110 |
RB29003840 (Exp: 08/31/2025) | 410-984-6789 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW- PRE-APRON (PRE-POUR) | 09/19/2023 | APPROVED - AS NOTED | EMADISON |
| Note: ** 09/19/23 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy 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. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. ___________________________________________________________________________________________________________________ 9/13/2023 - PREVIOUS INSPECTION NOTES 09/13/23 UNABLE TO DO INSPECTION. PIPE UNDER WATER FRONT APRON AT ROAD EDGE UNDER WATER. DIRT WASSHED ON TOP OF CULVERT PIPE POUR AREA VERY SOFT. WASHOUTS ABOVE ROW. NOT READY FOR POUR. SEE PHOTOS FPR REFERENCE. I AM NOT GOING TO FEE YOU TODAY. _______________________________________________________________________________________________________________________ 9/8/2023 - PREVIOUS INSPECTION NOTES 9/8/23=THE CULVERT PIPE IS OUT OF TOLERANCE ON BOTH ENDS. PLEASE RESET THE CULVERT PIPE ACCORDING SWALE PLAN – THE FORM BOARDS NEED TO BE RAISED BY THE MITER ENDS MINIMUM 2” OF CONCRETE AND AT THE END OF THE CULVERT PIPE NEED 6 INCHES OUT AND 6 INCHES DEEP WINDS ON APRON NEED TO BE 36 INCHES. NEED TO SHAVE DOWN THE APRON MINIMUM 4 INCH 8/29/2023 - PREVIOUS INSPECTION NOTES 08/29/23= THE CULVERT PIPE IS OUT OF TOLERANCE ON THE LEFT SIDE . PLEASE RESET THE CULVERT PIPE ACCORDING SWALE PLAN –SECTION 300.01 ROADSIDE SWALE AND CULVERT #3 DRIVEWAY NEEDS MINIMUM 4" THICK CONCRETE REQUIRED ABOVE THE ROW. DRIVEWAY IS GOING UP AND DOWN ALL ACROSS INEED TO EXPOSE HALF OF THE CULVERT PIPE , REMOVE THE DIRT AROUND IT. . MATERIAL SHOULD BE COMPACTED AROUND THE PIPE ABOUT 1/2 WAY UP THE SIDE OF THE PIPE. THE FORM BOARDS NEED TO BE RAISED BY THE MITER ENDS MINIMUM 2” OF CONCRETE MINIMUM 6 INCH OF CONCRETE ON THE APRON MINIMUM 5 INCHES OF CONCRETE ON TOP OF THE CULVERT PIPE | |||
| ROW- PRE-APRON (PRE-POUR) | 09/13/2023 | Disapproved - NO FEE | FSLADISH |
| Note: 09/13/23 UNABLE TO DO INSPECTION. PIPE UNDER WATER FRONT APRON AT ROAD EDGE UNDER WATER. DIRT WASSHED ON TOP OF CULVERT PIPE POUR AREA VERY SOFT. WASHOUTS ABOVE ROW. NOT READY FOR POUR. SEE PHOTOS FPR REFERENCE. I AM NOT GOING TO FEE YOU TODAY. _______________________________________________________________________________________________________________________ 9/8/2023 - PREVIOUS INSPECTION NOTES 9/8/23=THE CULVERT PIPE IS OUT OF TOLERANCE ON BOTH ENDS. PLEASE RESET THE CULVERT PIPE ACCORDING SWALE PLAN – THE FORM BOARDS NEED TO BE RAISED BY THE MITER ENDS MINIMUM 2” OF CONCRETE AND AT THE END OF THE CULVERT PIPE NEED 6 INCHES OUT AND 6 INCHES DEEP WINDS ON APRON NEED TO BE 36 INCHES. NEED TO SHAVE DOWN THE APRON MINIMUM 4 INCH 8/29/2023 - PREVIOUS INSPECTION NOTES 08/29/23= THE CULVERT PIPE IS OUT OF TOLERANCE ON THE LEFT SIDE . PLEASE RESET THE CULVERT PIPE ACCORDING SWALE PLAN –SECTION 300.01 ROADSIDE SWALE AND CULVERT #3 DRIVEWAY NEEDS MINIMUM 4" THICK CONCRETE REQUIRED ABOVE THE ROW. DRIVEWAY IS GOING UP AND DOWN ALL ACROSS INEED TO EXPOSE HALF OF THE CULVERT PIPE , REMOVE THE DIRT AROUND IT. . MATERIAL SHOULD BE COMPACTED AROUND THE PIPE ABOUT 1/2 WAY UP THE SIDE OF THE PIPE. THE FORM BOARDS NEED TO BE RAISED BY THE MITER ENDS MINIMUM 2” OF CONCRETE MINIMUM 6 INCH OF CONCRETE ON THE APRON MINIMUM 5 INCHES OF CONCRETE ON TOP OF THE CULVERT PIPE | |||
| ROW- PRE-APRON (PRE-POUR) | 09/08/2023 | Disapproved -FEE REQUIRED | GBERTOLA |
| Note: 9/8/23=THE CULVERT PIPE IS OUT OF TOLERANCE ON BOTH ENDS. PLEASE RESET THE CULVERT PIPE ACCORDING SWALE PLAN – THE FORM BOARDS NEED TO BE RAISED BY THE MITER ENDS MINIMUM 2” OF CONCRETE AND AT THE END OF THE CULVERT PIPE NEED 6 INCHES OUT AND 6 INCHES DEEP WINDS ON APRON NEED TO BE 36 INCHES. NEED TO SHAVE DOWN THE APRON MINIMUM 4 INCH 8/29/2023 - PREVIOUS INSPECTION NOTES 08/29/23= THE CULVERT PIPE IS OUT OF TOLERANCE ON THE LEFT SIDE . PLEASE RESET THE CULVERT PIPE ACCORDING SWALE PLAN –SECTION 300.01 ROADSIDE SWALE AND CULVERT #3 DRIVEWAY NEEDS MINIMUM 4" THICK CONCRETE REQUIRED ABOVE THE ROW. DRIVEWAY IS GOING UP AND DOWN ALL ACROSS INEED TO EXPOSE HALF OF THE CULVERT PIPE , REMOVE THE DIRT AROUND IT. . MATERIAL SHOULD BE COMPACTED AROUND THE PIPE ABOUT 1/2 WAY UP THE SIDE OF THE PIPE. THE FORM BOARDS NEED TO BE RAISED BY THE MITER ENDS MINIMUM 2” OF CONCRETE MINIMUM 6 INCH OF CONCRETE ON THE APRON MINIMUM 5 INCHES OF CONCRETE ON TOP OF THE CULVERT PIPE | |||
| ROW- PRE-APRON (PRE-POUR) | 08/29/2023 | Disapproved -FEE REQUIRED | GBERTOLA |
| Note: 08/29/23= THE CULVERT PIPE IS OUT OF TOLERANCE ON THE LEFT SIDE . PLEASE RESET THE CULVERT PIPE ACCORDING SWALE PLAN –SECTION 300.01 ROADSIDE SWALE AND CULVERT #3 DRIVEWAY NEEDS MINIMUM 4" THICK CONCRETE REQUIRED ABOVE THE ROW. DRIVEWAY IS GOING UP AND DOWN ALL ACROSS INEED TO EXPOSE HALF OF THE CULVERT PIPE , REMOVE THE DIRT AROUND IT. . MATERIAL SHOULD BE COMPACTED AROUND THE PIPE ABOUT 1/2 WAY UP THE SIDE OF THE PIPE. THE FORM BOARDS NEED TO BE RAISED BY THE MITER ENDS MINIMUM 2” OF CONCRETE MINIMUM 6 INCH OF CONCRETE ON THE APRON MINIMUM 5 INCHES OF CONCRETE ON TOP OF THE CULVERT PIPE | |||
| ROW- PRE-APRON (PRE-POUR) | 08/23/2023 | CANCELLED BY APPLICANT | WEB |
| ROW - FINAL APRON (AFTER POUR) | |||
| Note: 09/13/23 UNABLE TO DO INSPECTION. PIPE UNDER WATER FRONT APRON AT ROAD EDGE UNDER WATER. DIRT WASSHED ON TOP OF CULVERT PIPE POUR AREA VERY SOFT. WASHOUTS ABOVE ROW. NOT READY FOR POUR. SEE PHOTOS FPR REFERENCE. I AM NOT GOING TO FEE YOU TODAY. | |||
| ROW - FINAL INSPECTION | |||
| U -UTILITY RESIDENTIAL FINAL |
Review History
| Department | Status | Date In | Date Out |
| SWALE | COMPLETE | 08/23/2023 | 08/24/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/27/2023 | 07/27/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 07/23/2023 | 07/24/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Please indicate location and extent of proposed repairs on site plan. | |||
| UTL | COMPLETE | 07/23/2023 | 07/26/2023 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | HOLD | 07/23/2023 | 07/24/2023 |
| Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM Site plan must indicate area of proposed work. Please show dimensions of and area of driveway repair. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ADJUSTMENT 50% | (¤15.00) | 08/03/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 08/03/2023 |
| SW ENG INSPECTION 40 | ¤40.00 | 08/03/2023 |
| SW ENG PRE APRON | ¤30.00 | 08/03/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 08/03/2023 |
| SITE PLAN 15 | ¤15.00 | 08/03/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤300.00 |