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Permit #2017070527
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7020-00040-0030 |
| Block: 00040 |
| Subdivision: 2182 - SECTION 20-WYNNFIELD |
| Job Phone: 386-931-0401 |
| Location Address: 54 WELLINGTON DR |
| Type: DR - DRIVEWAY |
| Issue Date: 07/28/2017 |
| NOC: Unknown |
| Applicant name: RONNIE SANTOS AGUIAR |
| Owner: GAILLIOT THOMAS A & MINDY T H&W |
|
Address 54 WELLINGTON DR PALM COAST, FL 32164 |
| Lot: 0030 |
| Contracted Stated Job Value: ¤1,500.00 |
| Job Description: REPLACE PART OF DRIVEWAY |
| Type: CN |
Contractor
SANTOS & SONS CONCRETE
| Status | Location Address | Phone |
| INACTIVE |
PO BOX 1903 BUNNELL, FL 32110 |
386-931-0401 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 08/18/2017 | APPROVED | RGROSS |
| Note: APPROVED | |||
| ROW - FINAL INSPECTION | 08/18/2017 | APPROVED | RGROSS |
| Note: APPROVED | |||
| U -UTILITY RESIDENTIAL FINAL | 08/18/2017 | FINAL APPROVED | LFITZGERALD |
| ROW- PRE-APRON (PRE-POUR) | 08/09/2017 | 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. per ray |
Review History
| Department | Status | Date In | Date Out |
| ZON | COMPLETE | 07/24/2017 | 07/24/2017 |
| Note: Released By: AMOBLEY | |||
| ENGIN1 | COMPLETE | 07/18/2017 | 07/27/2017 |
| Note: Released By: TBAKER No work in right-of-way | |||
| SW1 | COMPLETE | 07/18/2017 | 07/18/2017 |
| Note: Released By: JHINDMAN | |||
| UD1 | COMPLETE | 07/18/2017 | 07/20/2017 |
| Note: Released By: LFITZGERALD All Concrete, Driveways, Pavers, Pools / Sidewalks ETC. 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 distance there can be no obstacles in front of the Hydrant and 7.5’ on the sides or 4’ behind. | |||
| ZON | HOLD | 07/18/2017 | 07/18/2017 |
| Note: Held By: AMOBLEY Must show on site plan that the right side addition to driveway meets the 7.5' minimum side setback |
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 | 07/28/2017 |
| SITE PLAN 20 | ¤20.00 | 07/28/2017 |
| SURCHARGE FS 533.721 | ¤2.00 | 07/28/2017 |
| SURCHARGE - FS 468.631 | ¤2.00 | 07/28/2017 |
| STORM WATER PERMIT FEES | ¤40.00 | 07/28/2017 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤84.00 |