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Permit #2019020651
Permit Details
Status: CANCEL
| Parcel Id: 07-11-31-7027-00460-0040 |
| Block: 00460 |
| Subdivision: 2128 - SECTION 27-WYNNFIELD |
| Job Phone: 386-227-2646 |
| Location Address: 7 WOOD CENTER LN |
| Type: DR - DRIVEWAY |
| Issue Date: 03/11/2019 |
| NOC: Unknown |
| Applicant name: JUAN P BARTOLOME HERNANDEZ |
| Owner: JOHNSON ALBERT K & PHYLLIS M H&W |
|
Address 7 WOOD CENTER LANE PALM COAST, FL 32164 |
| Lot: 0040 |
| Contracted Stated Job Value: ¤1,500.00 |
| Job Description: EXTENSION CIRCULAR DRIVEWAY |
| 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- PRE-APRON (PRE-POUR) | 04/16/2019 | APPROVED - AS NOTED | KHOWELL |
| Note: THIS IS A REINSPECTION It is the BUILDER'S RESPONSIBILITY: to recheck elevations and pipe size, to insure that an obstruction does not exist READY TO POUR 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. RAIN IN FORECAST FOR FRIDAY 4-19-19 | |||
| ROW- PRE-APRON (PRE-POUR) | 04/11/2019 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: THIS IS A REINSPECTION NO PERMIT PACKAGE THE CULVERT PIPE IS OUT OF TOLERANCE 5" MINIMUM THICK CONCRETE REQUIRED IN THE R.O.W. 4" MINIMUM THICK CONCRETE REQUIRED PAST THE R.O.W. STILL FORMED TO WIDE SITE PLAN CALLS OUT 16' FORMED AT 18' REMOVE DEBRIS FROM R.O.W. WAY TO MUCH WATER AT THE ENDS OF THE MITERED END SECTIONS NEEDS TO BE DRY | |||
| ROW- PRE-APRON (PRE-POUR) | 04/04/2019 | Disapproved -FEE REQUIRED | KHOWELL |
| Note: THIS IS A REINSPECTION NO SWALE SHEET IN PERMIT PACKAGE THE CULVERT PIPE IS OUT OF TOLERANCE 5" MINIMUM THICK CONCRETE REQUIRED IN THE R.O.W. 4" MINIMUM THICK CONCRETE REQUIRED PAST THE R.O.W. STILL FORMED TO WIDE SITE PLAN CALLS OUT 16' FORMED AT 18' REMOVE DEBRIS FROM R.O.W. WATER AT THE ENDS OF THE MITERED END SECTIONS NEEDS TO BE DRY | |||
| ROW- PRE-APRON (PRE-POUR) | 03/26/2019 | CANCELLED BY APPLICANT | KHOWELL |
| Note: per contractor | |||
| ROW - FINAL APRON (AFTER POUR) | |||
| ROW - FINAL INSPECTION | |||
| U -UTILITY RESIDENTIAL FINAL |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 04/08/2019 | 04/08/2019 |
| Note: Released By: TBAKER | |||
| ZON | COMPLETE | 04/08/2019 | 04/08/2019 |
| Note: Released By: AMOBLEY | |||
| UD1 | COMPLETE | 04/08/2019 | 04/11/2019 |
| Note: Released By: AHALL 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. | |||
| SW1 | COMPLETE | 04/08/2019 | 04/12/2019 |
| Note: Released By: JHINDMAN | |||
| ZON | COMPLETE | 02/27/2019 | 02/27/2019 |
| Note: Released By: AMOBLEY | |||
| ENGIN1 | COMPLETE | 02/19/2019 | 02/25/2019 |
| Note: Released By: TBAKER | |||
| SW1 | COMPLETE | 02/19/2019 | 02/22/2019 |
| Note: Released By: JHINDMAN | |||
| UD1 | COMPLETE | 02/19/2019 | 02/25/2019 |
| 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 | 02/19/2019 | 02/19/2019 |
| Note: Held By: AMOBLEY Please show that there will be a 5' setback from the arc of the circle to the propery line. Maximum width for a circular driveway is 18ft. The way this is drawn on site plan shows it at almost 25' please correct site plan with these changes |
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 | 03/11/2019 |
| SURCHARGE FS 533.721 | ¤2.00 | 03/11/2019 |
| SURCHARGE - FS 468.631 | ¤2.00 | 03/11/2019 |
| STORM WATER PERMIT FEES | ¤40.00 | 03/11/2019 |
| ADMIN FEE | ¤20.00 | 03/11/2019 |
| REINSPECTION FEE | ¤40.00 | |
| REINSPECTION FEE | ¤40.00 | |
| Fees | Total Due: ¤80.00 | Total Paid: ¤84.00 |