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Permit #2019031045
Permit Details
Status: CANCEL
| Parcel Id: 07-11-31-0325-00000-0230 |
| Block: 00000 |
| Subdivision: 1014 - ARLINGTON SUBDIVISION |
| Job Phone: 386-547-6556 |
| Location Address: 29 MOUNT VERNON LN |
| Type: DR - DRIVEWAY |
| Issue Date: 04/02/2019 |
| NOC: RECORDED |
| Applicant name: RAY COPELAND |
| Owner: PRESTON, HOWARD L & CATHLEEN A |
|
Address 29 MOUNT VERNON LANE PALM COAST, FL 32164 |
| Lot: 0230 |
| Contracted Stated Job Value: ¤7,900.00 |
| Job Description: REPLACE CONCRETE DRIVEWAY & WALKWAY WITH PAVERS |
| Type: CN |
Contractor
ATLANTIC BRICK PAVERS INC
| Status | Location Address | Phone |
| HOLD |
8 SECRETARY TRAIL PALM COAST, FL 32164 |
386-547-6556 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW- PRE-APRON (PRE-POUR) | 04/11/2019 | APPROVED - AS NOTED | KHOWELL |
| Note: THIS IS A REINSPECTION THE SIDEWALK REPAIR ON THE LEFT SIDE IS NOT ACCEPTABLE, THE CITY DOES NOT ALLOW SMALL PATCHES THE WHOLE PANEL IS REQUIRED TO BE REPLACED | |||
| ROW- PRE-APRON (PRE-POUR) | 04/05/2019 | CANCELLED BY APPLICANT | KHOWELL |
| ROW - FINAL APRON (AFTER POUR) | 04/05/2019 | CANCELLED BY APPLICANT | KHOWELL |
| Note: INSPECTION IS AFTER PAVERS ARE INSTALLED AND EDGES BACKED AND SOD PLACED | |||
| ROW- PAVER RESTRAINTS | 04/04/2019 | APPROVED - AS NOTED | KHOWELL |
| Note: I SUGGEST THAT THE SPRINKLER LINE 90 DEGREE BENDS GET MOVED OUT OF THE FOOTER, THAT IS YOUR CALL | |||
| ROW - FINAL APRON (AFTER POUR) | |||
| Note: THIS IS A REINSPECTION | |||
| ROW - FINAL INSPECTION | |||
| U -UTILITY RESIDENTIAL FINAL |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 03/27/2019 | 03/27/2019 |
| Note: Released By: TBAKER | |||
| SW1 | CANCEL | 03/27/2019 | 03/28/2019 |
| UD1 | COMPLETE | 03/27/2019 | 04/01/2019 |
| 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. | |||
| ZON | COMPLETE | 03/27/2019 | 03/27/2019 |
| 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 | 04/02/2019 |
| RECORDING FEE REIMBURSE DOC | ¤44.00 | 04/02/2019 |
| SITE PLAN 20 | ¤20.00 | 04/02/2019 |
| SURCHARGE FS 533.721 | ¤2.00 | 04/02/2019 |
| SURCHARGE - FS 468.631 | ¤2.00 | 04/02/2019 |
| STORM WATER PERMIT FEES | ¤40.00 | 04/02/2019 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤128.00 |