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Permit #2024020673
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7013-00050-0400 |
| Block: 00050 |
| Subdivision: 2192 - SECTION 13-BELLE TERRE |
| Job Phone: 386-931-2625 |
| Location Address: 96 BREN MAR LN |
| Type: DR - DRIVEWAY |
| Issue Date: 05/03/2024 |
| NOC: Unknown |
| Applicant name: SANDRA AZEVEDO |
| Owner: LATIF NABIL S & JOANNA LATIF & JENNY LATIF JTWROS |
|
Address 96 BREN MAR LANE PALM COAST, FL 32137 |
| Lot: 0400 |
| Contracted Stated Job Value: ¤2,000.00 |
| Job Description: PAVER DRIVEWAY |
| Type: CN |
Contractor
PAVERS TRAVERTINE AND MORE INC
| Status | Location Address | Phone | Fax |
| ACTIVE |
37 PRICE LANE PALM COAST, FL 32164 |
386-446-1655 | 386-446-1655 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 11/15/2024 | APPROVED | EMADISON |
| Note: | |||
| ROW - FINAL INSPECTION | 06/17/2024 | APPROVED | TPOLACEK |
| Note: 06/17/24 TPOLACEK*** PAVERS ON MITERED ENDS NEED TO BE GLUED DOWN. THERE IS ONE ON THE RIGHT AND TWO ON THE LEFT THAT ARE NOT SET. Inspector Notes from Inspection 9270 ** 05/31/24 READY TO SET PAVERS _________________________________________________________________________________________________________________ 5/9/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY TPOLACEK 5/9/2024 7:55:41 AM *** READY TO POUR CONCRETE APRON AND PAVER RESTRAINTS ONLY. DO NOT LAY ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING 5/8/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY TPOLACEK 5/8/2024 9:47:27 AM *** Contractor must choose which paver detail they will be utilizing. Please check the inspection report uploaded on 5/8/24 driver and paver detail. Please specify what detail you will be using in applicant notes. Please follow all requirments for elevations, mitered end and over pipe concrete depths as well as paver restraint depths. You ust have all subbase mpacted to 95% and graded to allow a minimum of 4" of concrete over the culvert pipe. 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY PFLANAGAN 5/6/2024 11:01:48 AM *** 1) NEED TO HAVE A MINIMUM OF 4" OVER THE CULVERT PIPE. PLEASE SEE DRAWING 300.H DETAIL B-B 2) NEED TO HAVE A MINIMUM OF 2" OVER MITERS. PLEASE SEE DRAWING 300.E SECTION A-A 3) SOIL IN POURING AREA NEEDS TO BE COMPACTED MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) | |||
| U -UTILITY RESIDENTIAL FINAL | 06/17/2024 | FINAL APPROVED | BWRIGHT |
| ROW - FINAL APRON (AFTER POUR) | 06/17/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 06/17/24 TPOLACEK*** PAVERS ON MITERED ENDS NEED TO BE GLUED DOWN. THERE IS ONE ON THE RIGHT AND TWO ON THE LEFT THAT ARE NOT SET. Inspector Notes from Inspection 9270 ** 05/31/24 READY TO SET PAVERS _________________________________________________________________________________________________________________ 5/9/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY TPOLACEK 5/9/2024 7:55:41 AM *** READY TO POUR CONCRETE APRON AND PAVER RESTRAINTS ONLY. DO NOT LAY ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING 5/8/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY TPOLACEK 5/8/2024 9:47:27 AM *** Contractor must choose which paver detail they will be utilizing. Please check the inspection report uploaded on 5/8/24 driver and paver detail. Please specify what detail you will be using in applicant notes. Please follow all requirments for elevations, mitered end and over pipe concrete depths as well as paver restraint depths. You ust have all subbase mpacted to 95% and graded to allow a minimum of 4" of concrete over the culvert pipe. 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY PFLANAGAN 5/6/2024 11:01:48 AM *** 1) NEED TO HAVE A MINIMUM OF 4" OVER THE CULVERT PIPE. PLEASE SEE DRAWING 300.H DETAIL B-B 2) NEED TO HAVE A MINIMUM OF 2" OVER MITERS. PLEASE SEE DRAWING 300.E SECTION A-A 3) SOIL IN POURING AREA NEEDS TO BE COMPACTED MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) | |||
| ROW- PRE-APRON (PRE-POUR) | 05/31/2024 | APPROVED - AS NOTED | EMADISON |
| Note: ** 05/31/24 READY TO SET PAVERS _________________________________________________________________________________________________________________ 5/9/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY TPOLACEK 5/9/2024 7:55:41 AM *** READY TO POUR CONCRETE APRON AND PAVER RESTRAINTS ONLY. DO NOT LAY ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING 5/8/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY TPOLACEK 5/8/2024 9:47:27 AM *** Contractor must choose which paver detail they will be utilizing. Please check the inspection report uploaded on 5/8/24 driver and paver detail. Please specify what detail you will be using in applicant notes. Please follow all requirments for elevations, mitered end and over pipe concrete depths as well as paver restraint depths. You ust have all subbase mpacted to 95% and graded to allow a minimum of 4" of concrete over the culvert pipe. 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY PFLANAGAN 5/6/2024 11:01:48 AM *** 1) NEED TO HAVE A MINIMUM OF 4" OVER THE CULVERT PIPE. PLEASE SEE DRAWING 300.H DETAIL B-B 2) NEED TO HAVE A MINIMUM OF 2" OVER MITERS. PLEASE SEE DRAWING 300.E SECTION A-A 3) SOIL IN POURING AREA NEEDS TO BE COMPACTED MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) | |||
| ROW- PAVER RESTRAINTS | 05/09/2024 | APPROVED | TPOLACEK |
| Note: *** NOTES ADDED BY TPOLACEK 5/9/2024 7:56:15 AM *** PAVER RESTRAINTS ARE READY FOR CONCRETE | |||
| ROW- PRE-APRON (PRE-POUR) | 05/09/2024 | PARTIALLY APPROVED | TPOLACEK |
| Note: *** NOTES ADDED BY TPOLACEK 5/9/2024 7:55:41 AM *** READY TO POUR CONCRETE APRON AND PAVER RESTRAINTS ONLY. DO NOT LAY ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING 5/8/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY TPOLACEK 5/8/2024 9:47:27 AM *** Contractor must choose which paver detail they will be utilizing. Please check the inspection report uploaded on 5/8/24 driver and paver detail. Please specify what detail you will be using in applicant notes. Please follow all requirments for elevations, mitered end and over pipe concrete depths as well as paver restraint depths. You ust have all subbase mpacted to 95% and graded to allow a minimum of 4" of concrete over the culvert pipe. 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY PFLANAGAN 5/6/2024 11:01:48 AM *** 1) NEED TO HAVE A MINIMUM OF 4" OVER THE CULVERT PIPE. PLEASE SEE DRAWING 300.H DETAIL B-B 2) NEED TO HAVE A MINIMUM OF 2" OVER MITERS. PLEASE SEE DRAWING 300.E SECTION A-A 3) SOIL IN POURING AREA NEEDS TO BE COMPACTED MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) | |||
| ROW- PRE-APRON (PRE-POUR) | 05/08/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: *** NOTES ADDED BY TPOLACEK 5/8/2024 9:47:27 AM *** Contractor must choose which paver detail they will be utilizing. Please check the inspection report uploaded on 5/8/24 driver and paver detail. Please specify what detail you will be using in applicant notes. Please follow all requirments for elevations, mitered end and over pipe concrete depths as well as paver restraint depths. You ust have all subbase mpacted to 95% and graded to allow a minimum of 4" of concrete over the culvert pipe. 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY PFLANAGAN 5/6/2024 11:01:48 AM *** 1) NEED TO HAVE A MINIMUM OF 4" OVER THE CULVERT PIPE. PLEASE SEE DRAWING 300.H DETAIL B-B 2) NEED TO HAVE A MINIMUM OF 2" OVER MITERS. PLEASE SEE DRAWING 300.E SECTION A-A 3) SOIL IN POURING AREA NEEDS TO BE COMPACTED MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) | |||
| ROW- PRE-APRON (PRE-POUR) | 05/06/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: *** NOTES ADDED BY PFLANAGAN 5/6/2024 11:01:48 AM *** 1) NEED TO HAVE A MINIMUM OF 4" OVER THE CULVERT PIPE. PLEASE SEE DRAWING 300.H DETAIL B-B 2) NEED TO HAVE A MINIMUM OF 2" OVER MITERS. PLEASE SEE DRAWING 300.E SECTION A-A 3) SOIL IN POURING AREA NEEDS TO BE COMPACTED MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) |
Review History
| Department | Status | Date In | Date Out |
| ZON | COMPLETE | 04/18/2024 | 04/19/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ZON | HOLD | 02/22/2024 | 02/22/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Names do not match what is on the property appraiser and notary on the one sheet for the owners only notarized one signature All owners and names must be listed and they must sign the way it is on the deed | |||
| ENGIN1 | COMPLETE | 02/15/2024 | 02/22/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 02/15/2024 | 02/22/2024 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | HOLD | 02/15/2024 | 02/15/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please provide a right of way agreement signed by all owners on deed and notarized. Once electronic copy is reviewed and approved we will ask for the original to send for recording. |
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 30 | ¤30.00 | 05/07/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 05/03/2024 |
| SITE PLAN 15 | ¤15.00 | 05/03/2024 |
| ADJUSTMENT 50% | (¤15.00) | 05/03/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 05/03/2024 |
| RECORDING FEE REIMBURSE DOC | ¤52.50 | 05/03/2024 |
| SW ENG INSPECTION 40 | ¤40.00 | 05/03/2024 |
| SW ENG PRE APRON | ¤30.00 | 05/03/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤382.50 |