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Permit #2017120265
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7025-00600-0060 |
| Block: 00600 |
| Subdivision: 2189 - SECTION 25-PINE GROVE |
| Job Phone: (386)986-0171 |
| Location Address: 32 PATRICIA DR |
| Type: DR - DRIVEWAY |
| Issue Date: 01/23/2018 |
| NOC: Unknown |
| Applicant name: MATTHEW A BARRON |
| Owner: VAMOS ROBERT JOHN |
|
Address 32 PATRICIA DRIVE PALM COAST, FL 32164 |
| Lot: 0060 |
| Contracted Stated Job Value: ¤2,400.00 |
| Job Description: INSTALL CIRCULAR PAVER DRIVEWAY |
| 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 |
| U -UTILITY RESIDENTIAL FINAL | 09/07/2018 | FINAL APPROVED | LFITZGERALD |
| ROW - FINAL APRON (AFTER POUR) | 09/06/2018 | APPROVED | CTROHA |
| ROW - FINAL INSPECTION | 09/06/2018 | FINAL APPROVED | CTROHA |
| ROW- PRE-APRON (PRE-POUR) | 02/12/2018 | APPROVED | RGROSS |
| Note: THIS IS A REINSPECTION | |||
| ROW- PRE-APRON (PRE-POUR) | 02/01/2018 | PARTIALLY APPROVED | CTROHA |
| Note: READY TO POUR It is the BUILDER'S RESPONSIBILITY: to recheck elevations and pipe size, to insure that an obstruction does not exist upstream and or downstream, that the culvert pipe is set to and or follows the swale plan, form the driveway to the approved site plan and follow the approved driveway detail sheet provided by the City of Palm Coast. PRIOR to placement of concrete. |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 12/08/2017 | 12/18/2017 |
| Note: Released By: TBAKER | |||
| SW1 | COMPLETE | 12/08/2017 | 12/14/2017 |
| Note: Released By: DREWIS | |||
| UD1 | COMPLETE | 12/08/2017 | 12/11/2017 |
| 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 | 12/08/2017 | 12/08/2017 |
| 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 |
| ADMIN FEE | ¤20.00 | 01/23/2018 |
| RECORDING FEE REIMBURSE DOC | ¤52.50 | 01/23/2018 |
| SITE PLAN 20 | ¤20.00 | 01/23/2018 |
| SURCHARGE FS 533.721 | ¤2.00 | 01/23/2018 |
| SURCHARGE - FS 468.631 | ¤2.00 | 01/23/2018 |
| STORM WATER PERMIT FEES | ¤40.00 | 01/23/2018 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤136.50 |