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Permit #2025030816
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7032-00860-0100 |
| Block: 00860 |
| Subdivision: 7032 - |
| Job Phone: 386-898-3419 |
| Location Address: 91 ROBINSON DR |
| Type: DR - DRIVEWAY |
| Issue Date: 04/07/2025 |
| NOC: Unknown |
| Applicant name: PAULO JM DOS SANTOS |
| Owner: SEETARAM VARANAND & KAMINI SEETARAM |
|
Address 91 ROBINSON DRIVE PALM COAST, FL 32164 |
| Lot: 0100 |
| Contracted Stated Job Value: ¤2,400.00 |
| Job Description: 20' wide concrete semi-circle driveway. |
| Type: CN |
Contractor
C & P CONCRETE INC
| Status | Location Address | Phone | Fax |
| ACTIVE |
1 WESTROCK LANE PALM COAST, FL 32164 |
386-898-3419 | 386-446-9206 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 08/14/2025 | APPROVED | TPOLACEK |
| Note: PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE, AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED Inspector Notes from Inspection 9270 04/09/25 TPOLACEK*** SPOKE WITH CONTRACTOR ON SITE AND EXPLAINED SOME CONCERNS LISTED BELOW. I AM APPROVING AS NOTED ALL FORM BOARDS NEED TO BE BACKFILLED OR EXTENDED DOWN TO GROUND TO PREVENT OVER POUR, THERE NEEDS TO BE A VERTICLE FORM BOARD ALONG ROADSIDE EDGE. FORM BOARD ON TOP OF ASHPALT IN NOT PERMITTIED. RIGHT SIDE METERED END MUST HAVE A MINIMUM OF 2" OF CONCRETE OVER MITERED END OPENING. PLEASE SEE CULVERT DETAIL IN PHOTOS. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E 9. A MINIMUM OF 2" CONCRETE IS REQUIRED OVER ANY EXPOSED AREAS OF THE PIPE MITERED END SECTION. SEE SECTION A-A.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE.Sec 300.E" * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE.Sec 300.E" | |||
| ROW - FINAL INSPECTION | 08/14/2025 | APPROVED | TPOLACEK |
| Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED Inspector Notes from Inspection 9270 04/09/25 TPOLACEK*** SPOKE WITH CONTRACTOR ON SITE AND EXPLAINED SOME CONCERNS LISTED BELOW. I AM APPROVING AS NOTED ALL FORM BOARDS NEED TO BE BACKFILLED OR EXTENDED DOWN TO GROUND TO PREVENT OVER POUR, THERE NEEDS TO BE A VERTICLE FORM BOARD ALONG ROADSIDE EDGE. FORM BOARD ON TOP OF ASHPALT IN NOT PERMITTIED. RIGHT SIDE METERED END MUST HAVE A MINIMUM OF 2" OF CONCRETE OVER MITERED END OPENING. PLEASE SEE CULVERT DETAIL IN PHOTOS. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E 9. A MINIMUM OF 2" CONCRETE IS REQUIRED OVER ANY EXPOSED AREAS OF THE PIPE MITERED END SECTION. SEE SECTION A-A.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE.Sec 300.E" * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE.Sec 300.E" | |||
| U -UTILITY RESIDENTIAL FINAL | 08/14/2025 | FINAL APPROVED | LFITZGERALD |
| ROW- PRE-APRON (PRE-POUR) | 04/09/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 04/09/25 TPOLACEK*** SPOKE WITH CONTRACTOR ON SITE AND EXPLAINED SOME CONCERNS LISTED BELOW. I AM APPROVING AS NOTED ALL FORM BOARDS NEED TO BE BACKFILLED OR EXTENDED DOWN TO GROUND TO PREVENT OVER POUR, THERE NEEDS TO BE A VERTICLE FORM BOARD ALONG ROADSIDE EDGE. FORM BOARD ON TOP OF ASHPALT IN NOT PERMITTIED. RIGHT SIDE METERED END MUST HAVE A MINIMUM OF 2" OF CONCRETE OVER MITERED END OPENING. PLEASE SEE CULVERT DETAIL IN PHOTOS. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E 9. A MINIMUM OF 2" CONCRETE IS REQUIRED OVER ANY EXPOSED AREAS OF THE PIPE MITERED END SECTION. SEE SECTION A-A.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE.Sec 300.E" * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE.Sec 300.E" |
Review History
| Department | Status | Date In | Date Out |
| ZON | COMPLETE | 03/26/2025 | 03/26/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 03/26/2025 | 03/26/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 03/26/2025 | 04/03/2025 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 03/25/2025 | 03/25/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 03/19/2025 | 03/19/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 03/19/2025 | 03/25/2025 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | HOLD | 03/19/2025 | 03/19/2025 |
| Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM The maximum width of a circular driveway is 18'. Please reduce the width on the site plan and resubmit with revised dimensions and setbacks. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ADJUSTMENT 10% | (¤3.00) | 04/07/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/07/2025 |
| SW ENG INSPECTION 40 | ¤40.00 | 04/07/2025 |
| SW ENG PRE APRON | ¤30.00 | 04/07/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 04/07/2025 |
| SITE PLAN 15 | ¤15.00 | 04/07/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤312.00 |