I want to search for...
Permit #2017070310
Permit Details
Status: FINAL
| Parcel Id: 15-11-31-2970-00000-0410 |
| Block: 00000 |
| Subdivision: 2070 - Grand Haven North Phase 1 @ Grand Haven |
| Job Phone: 386-547-6556 |
| Location Address: 14 WATERVIEW DR |
| Type: DR - DRIVEWAY |
| Issue Date: 07/18/2017 |
| NOC: RECORDED |
| Applicant name: RAY COPELAND |
| Owner: GARZIGLIA, OSVALDO H & MARTHA |
|
Address 14 N WATERVIEW DR PALM COAST, FL 32137 |
|
Address LIFE ESTATE PALM COAST, FL 32137 |
| Lot: 0410 |
| Contracted Stated Job Value: ¤8,500.00 |
| Job Description: REPLACE CONCRETE DRIVEWAY W/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 - FINAL APRON (AFTER POUR) | 08/31/2017 | APPROVED | CTROHA |
| Note: MEETS REQUIREMENTS AT TIME OF THE INSPECTION | |||
| ROW - FINAL INSPECTION | 08/31/2017 | APPROVED - AS NOTED | CTROHA |
| Note: THE FLOW LINE OF THE MIAMI CURB IS 2 HUNDRETHS OF A FT TOO HIGH AND DOESN'T FOLLOW THE FLOW LINE IF THIS CAUSES ANY ISSUES THE CONTRACTOR ASSUMES ALL LIABILITY. THE ROADS BELONG TO GRAND HAVEN AND THIS WOULD BE AN ISSUE BETWEEN THEM AND THE CONTRACTOR | |||
| U -UTILITY RESIDENTIAL FINAL | 08/31/2017 | FINAL APPROVED | LFITZGERALD |
| ROW- PRE-APRON (PRE-POUR) | 08/01/2017 | APPROVED - AS NOTED | RGROSS |
| Note: ALL MIAMI CURB DAMAGE NEEDS TO BE REMOVED AND REPLACED. PATCH WORK NOT ACCEPTED. |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 07/12/2017 | 07/17/2017 |
| Note: Released By: TBAKER | |||
| SW1 | COMPLETE | 07/12/2017 | 07/12/2017 |
| Note: Released By: JHINDMAN | |||
| UD1 | COMPLETE | 07/12/2017 | 07/13/2017 |
| 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 | COMPLETE | 07/12/2017 | 07/12/2017 |
| 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 | 07/18/2017 |
| SITE PLAN 20 | ¤20.00 | 07/18/2017 |
| SURCHARGE FS 533.721 | ¤2.00 | 07/18/2017 |
| SURCHARGE - FS 468.631 | ¤2.00 | 07/18/2017 |
| STORM WATER PERMIT FEES | ¤40.00 | 07/18/2017 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤84.00 |