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Permit #2018080203
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7022-00190-0780 |
| Block: 00190 |
| Subdivision: 2217 - SECTION 22-WYNNFIELD |
| Location Address: 160 WESTHAMPTON DR |
| Type: DR - DRIVEWAY |
| Issue Date: 09/04/2018 |
| NOC: Unknown |
| Applicant name: JUAN P BARTOLOME HERNANDEZ |
| Owner: CUCO JESUINA & PAULO OLIVEIRA W&H |
|
Address 160 WESTHAMPTON DRIVE PALM COAST, FL 32164 |
| Lot: 0780 |
| Contracted Stated Job Value: ¤1,000.00 |
| Job Description: DRIVEWAY EXTENSION |
| Type: CN |
Contractor
A TOUCH OF SPAIN INC
| Status | Location Address | Phone |
| INACTIVE |
74 SEVEN WONDERS TRAIL , |
386-227-2646 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 10/25/2018 | APPROVED | KHOWELL |
| ROW - FINAL INSPECTION | 10/25/2018 | FINAL APPROVED | KHOWELL |
| U -UTILITY RESIDENTIAL FINAL | 10/10/2018 | FINAL APPROVED | LFITZGERALD |
| ROW- PRE-APRON (PRE-POUR) | 09/20/2018 | APPROVED - AS NOTED | KHOWELL |
| Note: ADJUST MITERED ENDS AS DIECUSSED | |||
| ROW- PRE-APRON (PRE-POUR) | 09/19/2018 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: 1. THE PIPES ARE REQUIRED TO BE A MINIMUM OF 6" FROM THE EDGE OF THE CONCRETE TO THE MITER END OPENING. 2. 5" OF CONCRETE IS REQUIRED IN THE R.O.W. 3. REFORM MITERED END SECTION WHERE IT IS 18" OFF THE EDGE OF THE PIPE ON THE UPPER AND 9" OFF THE EDGE OF PIPE TO THE FORM ON THE BOTTOM |
Review History
| Department | Status | Date In | Date Out |
| ZON | COMPLETE | 08/29/2018 | 08/29/2018 |
| Note: Released By: AMOBLEY | |||
| ZON | HOLD | 08/16/2018 | 08/16/2018 |
| Note: Held By: AMOBLEY Driveway does not meet the minimum 7.5ft side setback | |||
| ENGIN1 | COMPLETE | 08/07/2018 | 08/10/2018 |
| Note: Released By: TBAKER | |||
| SW1 | COMPLETE | 08/07/2018 | 08/08/2018 |
| Note: Released By: DREWIS | |||
| UD1 | COMPLETE | 08/07/2018 | 08/13/2018 |
| Note: Released By: MBACON 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 for a hydrant is 3 feet from both sides and 3 feet behind the hydrant. Front of hydrant shall remain completely clear. | |||
| ZON | HOLD | 08/07/2018 | 08/07/2018 |
| Note: Held By: JGONZALEZ Revise site plan to show setbacks and dimensions of driveway extension. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REINSPECTION FEE | ¤40.00 | 10/24/2018 |
| SITE PLAN 20 | ¤20.00 | 09/04/2018 |
| SURCHARGE FS 533.721 | ¤2.00 | 09/04/2018 |
| SURCHARGE - FS 468.631 | ¤2.00 | 09/04/2018 |
| STORM WATER PERMIT FEES | ¤40.00 | 09/04/2018 |
| ADMIN FEE | ¤20.00 | 09/04/2018 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤124.00 |