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Permit #2018040593
Permit Details
Status: CANCEL
| Parcel Id: 07-11-31-7023-00210-0060 |
| Block: 00210 |
| Subdivision: 2191 - SECTION 23-WYNNFIELD |
| Job Phone: (386)986-0171 |
| Location Address: 72 WHITTINGTON DR |
| Type: DR - DRIVEWAY |
| Issue Date: 04/24/2018 |
| NOC: Unknown |
| Applicant name: MATTHEW A BARRON |
| Owner: MANGANELLI MARIA A LIFE ESTATE |
|
Address 72 WHITTINGTON DR PALM COAST, FL 32164 |
| Lot: 0060 |
| Contracted Stated Job Value: ¤2,400.00 |
| Job Description: REPLACE 18X41 CONCRETE DRIVE |
| Type: CN |
Contractor
LEGACY LANDSCAPING LLC
| Status | Location Address | Phone |
| CANCEL |
PO BOX 353096 PALM OCAST, FL 32135 |
(386)986-0171 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 10/10/2018 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: 1. REMOVE THE CONCRETE OVER POUR THAT IS PAST THE END OF THE MITERED END SECTION. 2. CLEAN THE CULVERT PIPE OUT FOR INSPECTION 3. REPAIR EROSION ALOND SIDE OF DRIVEWAY 4. PAPER WORK NEEDS TO BE ON-SITE FOR INSPECTIONS 5. ASPHALT REPAIR NEEDS TO BE FIXED | |||
| ROW - FINAL INSPECTION | 10/10/2018 | Disapproved - NO FEE | KHOWELL |
| Note: THIS INSPECTION CAN NOT BE APPROVED UNTIL THE AFTER POUR ITEMS HAS BEEN REPAIRED | |||
| U -UTILITY RESIDENTIAL FINAL | 10/10/2018 | FINAL APPROVED | LFITZGERALD |
| ROW- PRE-APRON (PRE-POUR) | 04/27/2018 | APPROVED | RGROSS |
| ROW - FINAL INSPECTION | |||
| Note: THIS IS A REINSPECTION | |||
| ROW - FINAL APRON (AFTER POUR) | |||
| Note: THIS IS A REINSPECTION |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 04/11/2018 | 04/23/2018 |
| Note: Released By: TBAKER | |||
| SW1 | COMPLETE | 04/11/2018 | 04/12/2018 |
| Note: Released By: JHINDMAN | |||
| UD1 | COMPLETE | 04/11/2018 | 04/16/2018 |
| Note: Released By: MBACON All new Concrete work including Driveway Pavers must maintain at least a 4.5 feet clear zone from all Water / Reuse Meter Pits or Pep Tank lids and 9 feet behind the pep tank lids. All sewer cleanouts or valves located within the concrete area must be raised flush with the grade and sewer cleanouts must have a flush brass cap. The NFPA clear zone for a hydrant is 3 feet from both sides and 3 feet behind the hydrant. Front of hydrant shall remain completely clear. | |||
| ZON | COMPLETE | 04/11/2018 | 04/12/2018 |
| Note: Released By: AMOBLEY |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| SITE PLAN 20 | ¤20.00 | 04/24/2018 |
| SURCHARGE FS 533.721 | ¤2.00 | 04/24/2018 |
| SURCHARGE - FS 468.631 | ¤2.00 | 04/24/2018 |
| STORM WATER PERMIT FEES | ¤40.00 | 04/24/2018 |
| ADMIN FEE | ¤20.00 | 04/24/2018 |
| REINSPECTION FEE | ¤40.00 | |
| Fees | Total Due: ¤40.00 | Total Paid: ¤84.00 |