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Permit #2019010580
Permit Details
Status: FINAL
| Parcel Id: 27-11-31-5904-00000-0040 |
| Block: 00000 |
| Subdivision: 1209 - VILLAGE J-1 AT GRAND HAVEN |
| Job Phone: 386-547-6556 |
| Location Address: 10 PINE HARBOR DR |
| Type: DR - DRIVEWAY |
| Issue Date: 02/07/2019 |
| NOC: RECORDED |
| Applicant name: RAY COPELAND |
| Owner: FRIEDMAN, JOEL & FRIEDA |
|
Address 10 PINE HARBOR DRIVE PALM COAST, FL 32137 |
| Lot: 0040 |
| Contracted Stated Job Value: ¤3,900.00 |
| Job Description: REPLACE CONCRETE DRIVEWAY 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 - FINAL INSPECTION | 02/20/2019 | FINAL APPROVED | RGROSS |
| U -UTILITY RESIDENTIAL FINAL | 02/19/2019 | FINAL APPROVED | LFITZGERALD |
| ROW - FINAL APRON (AFTER POUR) | 02/19/2019 | FINAL APPROVED | RGROSS |
| ROW- PAVER RESTRAINTS | 02/15/2019 | APPROVED | RGROSS |
| Note: THIS IS A REINSPECTION | |||
| ROW- PAVER RESTRAINTS | 02/13/2019 | PARTIALLY APPROVED | RGROSS |
| Note: RESTRAINTS ARE ADAQUITELY POURED UNDER THE PAVER. FINAL RESTRAIN INSPECTION NEEDED AFTER PAVER SIDE RESTRAINT IS COMPLETED. | |||
| ROW- PRE-APRON (PRE-POUR) | 02/12/2019 | APPROVED | CTROHA |
| Note: READY FOR PAVERS: It is the BUILDER'S RESPONSIBILITY: to obtain required compaction of base material and to form the driveway to the approved site plan. PRIOR to placement of pavers. |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 01/17/2019 | 01/17/2019 |
| Note: Released By: TBAKER | |||
| SW1 | COMPLETE | 01/17/2019 | 01/18/2019 |
| Note: Released By: JHINDMAN | |||
| UD1 | COMPLETE | 01/17/2019 | 01/18/2019 |
| 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 | COMPLETE | 01/17/2019 | 01/18/2019 |
| 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 | 02/07/2019 |
| SITE PLAN 20 | ¤20.00 | 02/07/2019 |
| SURCHARGE FS 533.721 | ¤2.00 | 02/07/2019 |
| SURCHARGE - FS 468.631 | ¤2.00 | 02/07/2019 |
| STORM WATER PERMIT FEES | ¤40.00 | 02/07/2019 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤84.00 |