I want to search for...
Permit #2024031058
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7007-00490-0170 |
| Block: 00490 |
| Subdivision: - |
| Job Phone: 386-585-0958 |
| Location Address: 131 FRONTIER DR |
| Type: DR - DRIVEWAY |
| Issue Date: 04/01/2024 |
| NOC: RECORDED |
| Applicant name: JEFFREY G SPRAGUE |
| Owner: WILLIAMS DENIS |
|
Address 90 PITTMAN DRIVE PALM COAST, FL 32164 |
| Lot: 0170 |
| Contracted Stated Job Value: ¤16,000.00 |
| Job Description: CONCRETE DRIVEWAY REPAIR AND PARTIAL WALKWAY |
| Type: CN |
Contractor
JGS DESIGN ASSOCIATES, LLC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
8 INDIAN MOUND CT FLAGLER BEACH, FL 32136 |
CBC1260630 (Exp: 08/31/2026) | 386-585-0958 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL INSPECTION | 05/01/2024 | APPROVED | EMADISON |
| Note: ** At the time of the inspection all minimum city requirements were met. It is the builder’s responsibility to ensure that nothing changes after this Inspection is approved. _____________________________________________________________________________________________________________________ 4/9/2024 - PREVIOUS INSPECTION NOTES 4/9/24 YOU WILL NEED TO FILL IN , COMPACT AND SOD ALL BARE AREAS. THE SOD NEEDS TO BE FLUSH WITH THE TOP OF THE CONCRETE. YOU HAVE TO LARGE OF A GAP BETWEEN THE TOP OF THE CONCRETE. SEE PHOTO FOR REFERENCE. Inspector Notes from Inspection 9270 CORRECTIONS MADE THE LEFT MITER END FORM BOARDS THEY NEED TO BE 18" FROM THE EDGE OF CULVERT AT THE DRIVEWAY AND 9" AT THE END OF CULVERT PASSING AS NOTED THAT THIS DIDN'T GET CAUGHT ON YESTERDAYS INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. | |||
| U -UTILITY RESIDENTIAL FINAL | 04/09/2024 | FINAL APPROVED | DHANEY |
| ROW - FINAL APRON (AFTER POUR) | 04/09/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 4/9/24 PIPE IS GOOD. CUTS MADE. CULVERT CLEAR. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 CORRECTIONS MADE THE LEFT MITER END FORM BOARDS THEY NEED TO BE 18" FROM THE EDGE OF CULVERT AT THE DRIVEWAY AND 9" AT THE END OF CULVERT PASSING AS NOTED THAT THIS DIDN'T GET CAUGHT ON YESTERDAYS INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. | |||
| ROW - FINAL INSPECTION | 04/09/2024 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 4/9/24 YOU WILL NEED TO FILL IN , COMPACT AND SOD ALL BARE AREAS. THE SOD NEEDS TO BE FLUSH WITH THE TOP OF THE CONCRETE. YOU HAVE TO LARGE OF A GAP BETWEEN THE TOP OF THE CONCRETE. SEE PHOTO FOR REFERENCE. Inspector Notes from Inspection 9270 CORRECTIONS MADE THE LEFT MITER END FORM BOARDS THEY NEED TO BE 18" FROM THE EDGE OF CULVERT AT THE DRIVEWAY AND 9" AT THE END OF CULVERT PASSING AS NOTED THAT THIS DIDN'T GET CAUGHT ON YESTERDAYS INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/03/2024 | APPROVED - AS NOTED | PFLANAGAN |
| Note: CORRECTIONS MADE THE LEFT MITER END FORM BOARDS THEY NEED TO BE 18" FROM THE EDGE OF CULVERT AT THE DRIVEWAY AND 9" AT THE END OF CULVERT PASSING AS NOTED THAT THIS DIDN'T GET CAUGHT ON YESTERDAYS INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/02/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) THE SAND IN POURING AREA IS TO SOFT NEED TO COMPACT SOIL MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) 2) NEED TO HAVE 2" OF CONCRETE OVER THE MITER ENDS OF PIPE. SEE TECHNICAL MANUAL DRAWING #300.E IN GENERAL NOTES LINE 9. 3) THE MITER END FORM BOARD IS TO FAR FROM END OF CULVERT. SEE TECHNICAL MANUAL DRAWING #300.E |
Review History
| Department | Status | Date In | Date Out |
| UTL | COMPLETE | 03/25/2024 | 04/01/2024 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/25/2024 | 03/25/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 03/22/2024 | 04/01/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| UTL | HOLD | 03/22/2024 | 03/22/2024 |
| Note: Held By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM pleaseupload correct site plan for correct address | |||
| ZON | HOLD | 03/22/2024 | 03/25/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM permit is not for pittman drive looks like its for Frontier Drive please submit for the correct address |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| SW ENG REINSPECTION 20 | ¤20.00 | 04/30/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 04/08/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 04/01/2024 |
| SITE PLAN 15 | ¤15.00 | 04/01/2024 |
| ADJUSTMENT 50% | (¤15.00) | 04/01/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/01/2024 |
| SW ENG INSPECTION 40 | ¤40.00 | 04/01/2024 |
| SW ENG PRE APRON | ¤30.00 | 04/01/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤350.00 |