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Permit #2023101296
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7057-00590-0170 |
| Total Square Footage: 1287 sqft |
| Block: 00590 |
| Subdivision: - |
| Job Phone: (386)931-5912 |
| Location Address: 421 UNDERWOOD TR |
| Type: DR - DRIVEWAY |
| Issue Date: 11/02/2023 |
| NOC: RECORDED |
| Applicant name: BILL SNYDER |
| Owner: HARER ROBERT C JR & UN HUI HARER H&W |
|
Address 421 UNDERWOOD TR PALM COAST, FL 32164 |
| Lot: 0170 |
| Contracted Stated Job Value: ¤15,430.00 |
| Job Description: Extend concrete driveway. |
| Type: CN |
Contractor
3B'S CUSTOM CONCRETE INC.
| Status | Location Address | Phone | Fax |
| CANCEL |
PO BOX 2420 FLAGLER BEACH, FL 32136 |
(386)439-6034 | (386)439-2750 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 01/17/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 1/17/24 PIPE IS GOOD. CUTS MADE. CULVERT CLEAR . HOT PATCH COMPLETED. 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. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/3/24 MET WITH CONTRACTOR AND GABE AND HELPED GET POUR UP TO CITY STANDARDS. IT IS READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS OK .002 HUNDRETHS BACKPITCH. WILL ALLOW. 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 IS 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 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. New inspection due to canceled inspection 1/2/2024 - PREVIOUS INSPECTION NOTES 1/2/24 ENTIRE LEFT SIDE FORM BOARD NEEDS TO COME UP AND MAINTAIN POSITIVE FLOW FROM REAR TO ROAD. RIGHT SIDE FORM AT ROW CULVERT PIPE IS PITCHED BACKWARDS NEEDS TO HAVE POSITIVE FLOW TO ROAD. CULVERT PIPE IS OUT OF TOLEREANCE AND PITCHED UP HILL. NEED TO KEEP PIPE WITHIN .10 OF SWALE PLAN DIAGRAM WITH POSITIVE FLOW. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 11/8/2023 - PREVIOUS INSPECTION NOTES 11/08/23 YOU CAN NOT HAVE A NEGATIVE PITCH. THE DRAINAGE MUST FLOW FORWARD TOWARD THE ROAD NOT FROM THE ROAD BACK INTO THE DRIVEWAY. IT MUST HAVE A POSITIVE FORWARD SLOPE. SEE PHOTO FOR REFERENCE. PIPE ELEVATION WAS GOOD AT THE TIME OF THIS INSPECTION. I WILL NOT FEE YOU TODAY. PLEASE MAKE CORRECTION BEFORE RESUBMITTING FOR PREPOUR INSPECTION. | |||
| ROW - FINAL INSPECTION | 01/17/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 1/17/24 SOD LAID. NO TRASH OR DEBRIS. 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. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/3/24 MET WITH CONTRACTOR AND GABE AND HELPED GET POUR UP TO CITY STANDARDS. IT IS READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS OK .002 HUNDRETHS BACKPITCH. WILL ALLOW. 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 IS 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 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. New inspection due to canceled inspection 1/2/2024 - PREVIOUS INSPECTION NOTES 1/2/24 ENTIRE LEFT SIDE FORM BOARD NEEDS TO COME UP AND MAINTAIN POSITIVE FLOW FROM REAR TO ROAD. RIGHT SIDE FORM AT ROW CULVERT PIPE IS PITCHED BACKWARDS NEEDS TO HAVE POSITIVE FLOW TO ROAD. CULVERT PIPE IS OUT OF TOLEREANCE AND PITCHED UP HILL. NEED TO KEEP PIPE WITHIN .10 OF SWALE PLAN DIAGRAM WITH POSITIVE FLOW. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 11/8/2023 - PREVIOUS INSPECTION NOTES 11/08/23 YOU CAN NOT HAVE A NEGATIVE PITCH. THE DRAINAGE MUST FLOW FORWARD TOWARD THE ROAD NOT FROM THE ROAD BACK INTO THE DRIVEWAY. IT MUST HAVE A POSITIVE FORWARD SLOPE. SEE PHOTO FOR REFERENCE. PIPE ELEVATION WAS GOOD AT THE TIME OF THIS INSPECTION. I WILL NOT FEE YOU TODAY. PLEASE MAKE CORRECTION BEFORE RESUBMITTING FOR PREPOUR INSPECTION. | |||
| U -UTILITY RESIDENTIAL FINAL | 01/17/2024 | FINAL APPROVED | JHARDING |
| ROW- PRE-APRON (PRE-POUR) | 01/03/2024 | CANCELLED BY APPLICANT | WEB |
| Note: 1/2/2024 - PREVIOUS INSPECTION NOTES 1/2/24 ENTIRE LEFT SIDE FORM BOARD NEEDS TO COME UP AND MAINTAIN POSITIVE FLOW FROM REAR TO ROAD. RIGHT SIDE FORM AT ROW CULVERT PIPE IS PITCHED BACKWARDS NEEDS TO HAVE POSITIVE FLOW TO ROAD. CULVERT PIPE IS OUT OF TOLEREANCE AND PITCHED UP HILL. NEED TO KEEP PIPE WITHIN .10 OF SWALE PLAN DIAGRAM WITH POSITIVE FLOW. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 11/8/2023 - PREVIOUS INSPECTION NOTES 11/08/23 YOU CAN NOT HAVE A NEGATIVE PITCH. THE DRAINAGE MUST FLOW FORWARD TOWARD THE ROAD NOT FROM THE ROAD BACK INTO THE DRIVEWAY. IT MUST HAVE A POSITIVE FORWARD SLOPE. SEE PHOTO FOR REFERENCE. PIPE ELEVATION WAS GOOD AT THE TIME OF THIS INSPECTION. I WILL NOT FEE YOU TODAY. PLEASE MAKE CORRECTION BEFORE RESUBMITTING FOR PREPOUR INSPECTION. | |||
| ROW- PRE-APRON (PRE-POUR) | 01/03/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 1/3/24 MET WITH CONTRACTOR AND GABE AND HELPED GET POUR UP TO CITY STANDARDS. IT IS READY TO POUR AT THE TIME OF THIS INSPECTION. PIPE IS OK .002 HUNDRETHS BACKPITCH. WILL ALLOW. 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 IS 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 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. New inspection due to canceled inspection 1/2/2024 - PREVIOUS INSPECTION NOTES 1/2/24 ENTIRE LEFT SIDE FORM BOARD NEEDS TO COME UP AND MAINTAIN POSITIVE FLOW FROM REAR TO ROAD. RIGHT SIDE FORM AT ROW CULVERT PIPE IS PITCHED BACKWARDS NEEDS TO HAVE POSITIVE FLOW TO ROAD. CULVERT PIPE IS OUT OF TOLEREANCE AND PITCHED UP HILL. NEED TO KEEP PIPE WITHIN .10 OF SWALE PLAN DIAGRAM WITH POSITIVE FLOW. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 11/8/2023 - PREVIOUS INSPECTION NOTES 11/08/23 YOU CAN NOT HAVE A NEGATIVE PITCH. THE DRAINAGE MUST FLOW FORWARD TOWARD THE ROAD NOT FROM THE ROAD BACK INTO THE DRIVEWAY. IT MUST HAVE A POSITIVE FORWARD SLOPE. SEE PHOTO FOR REFERENCE. PIPE ELEVATION WAS GOOD AT THE TIME OF THIS INSPECTION. I WILL NOT FEE YOU TODAY. PLEASE MAKE CORRECTION BEFORE RESUBMITTING FOR PREPOUR INSPECTION. | |||
| ROW- PRE-APRON (PRE-POUR) | 01/02/2024 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 1/2/24 ENTIRE LEFT SIDE FORM BOARD NEEDS TO COME UP AND MAINTAIN POSITIVE FLOW FROM REAR TO ROAD. RIGHT SIDE FORM AT ROW CULVERT PIPE IS PITCHED BACKWARDS NEEDS TO HAVE POSITIVE FLOW TO ROAD. CULVERT PIPE IS OUT OF TOLEREANCE AND PITCHED UP HILL. NEED TO KEEP PIPE WITHIN .10 OF SWALE PLAN DIAGRAM WITH POSITIVE FLOW. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 11/8/2023 - PREVIOUS INSPECTION NOTES 11/08/23 YOU CAN NOT HAVE A NEGATIVE PITCH. THE DRAINAGE MUST FLOW FORWARD TOWARD THE ROAD NOT FROM THE ROAD BACK INTO THE DRIVEWAY. IT MUST HAVE A POSITIVE FORWARD SLOPE. SEE PHOTO FOR REFERENCE. PIPE ELEVATION WAS GOOD AT THE TIME OF THIS INSPECTION. I WILL NOT FEE YOU TODAY. PLEASE MAKE CORRECTION BEFORE RESUBMITTING FOR PREPOUR INSPECTION. | |||
| ROW- PRE-APRON (PRE-POUR) | 11/08/2023 | Disapproved - NO FEE | FSLADISH |
| Note: 11/08/23 YOU CAN NOT HAVE A NEGATIVE PITCH. THE DRAINAGE MUST FLOW FORWARD TOWARD THE ROAD NOT FROM THE ROAD BACK INTO THE DRIVEWAY. IT MUST HAVE A POSITIVE FORWARD SLOPE. MAKE SURE YOU MAINTAIN THE REQUIRED 5" OF CONCRETE OVER CULVERT PIPE REQUIREMENT. SEE PHOTO FOR REFERENCE. PIPE ELEVATION WAS GOOD AT THE TIME OF THIS INSPECTION. I WILL NOT FEE YOU TODAY. PLEASE MAKE CORRECTION BEFORE RESUBMITTING FOR PREPOUR INSPECTION. |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 11/21/2023 | 11/21/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 11/21/2023 | 11/29/2023 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/21/2023 | 11/21/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM No new zoning review required....additional concrete in ROW area only. | |||
| ENGIN1 | COMPLETE | 10/27/2023 | 11/02/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 10/27/2023 | 11/01/2023 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/27/2023 | 10/30/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@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 | 01/17/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 11/02/2023 |
| SITE PLAN 15 | ¤15.00 | 11/02/2023 |
| ADJUSTMENT 50% | (¤15.00) | 11/02/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 11/02/2023 |
| SW ENG INSPECTION 40 | ¤40.00 | 11/02/2023 |
| SW ENG PRE APRON | ¤30.00 | 11/02/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤330.00 |