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Permit #2025120608

Permit Details

Status: FINAL

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: 12/18/2025
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 REF# 2023070995
Type: CN
Original Permit #: 2023070995

Contractor

JIFFY SERVICES LLC
Status Location Address State License Number Phone
ACTIVE

29 MALACOMPRA ROAD

BUNNELL, FL 32137

 RB29003840 (Exp: 08/31/2027) 410-984-6789

Inspection History

Type Request Date Result Inspector
ROW - FINAL APRON (AFTER POUR) 01/26/2026 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 Inspector Notes from Inspection 9270 ** 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 - FINAL INSPECTION 01/26/2026 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 Inspector Notes from Inspection 9270 ** 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
U -UTILITY RESIDENTIAL FINAL 01/26/2026 FINAL APPROVED BWRIGHT
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

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
ADMINISTRATIVE RESIDENTIAL ¤30.00 12/18/2025
RSI DRIVEWAY AFTER POUR ¤16.25 12/18/2025
RSI ROW FINAL INSPECTION ¤16.25 12/18/2025
SW ENG REINSPECTION 30 ¤30.00 12/18/2025
SW ENG REINSPECTION 30 ¤30.00 12/18/2025
Fees Total Due: ¤0.00 Total Paid: ¤122.50