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Permit #2026050683
Permit Details
Status: INSPECT
| Parcel Id: 07-11-31-7004-00040-0020 |
| Block: 00040 |
| Subdivision: 7004 - |
| Job Phone: 386-283-7851 |
| Location Address: 5 CLARENDON CT N |
| Type: DR - DRIVEWAY |
| Issue Date: 05/27/2026 |
| NOC: RECORDED |
| Applicant name: MICHAEL MENENDEZ |
| Owner: PEREIRA PAUL & JENNIFER H&W |
|
Address 5 CLARENDON CT N PALM COAST, FL 32137 |
| Lot: 0020 |
| Contracted Stated Job Value: ¤11,000.00 |
| Job Description: Remove concrete drive way and Install concrete drive way Same size no change |
| Type: CN |
Contractor
ROYAL CONSTRUCTION INC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
211 S COOPERS HAWK WAY PALM COAST, FL 32164 |
RB29003957 (Exp: 08/31/2027) | 386-283-7851 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW- PRE-APRON (PRE-POUR) | 06/11/2026 | ||
| Note: 6/10/2026 - PREVIOUS INSPECTION NOTES 06-10-26 TPOLACEK*** SPOKE WITH WORKER ON SITE AND EXPLAINED THE CHANGES NEEDED TO BE APPROVED. I WILL CANCEL AS A COURTESY ONE TIME. 6/9/2026 - PREVIOUS INSPECTION NOTES RECIEVED TEST ASKING TO CANCEL INSPECTION AS THEY WILL NOT BE READY IN TIME FOR INSPECTION 6/8/2026 - PREVIOUS INSPECTION NOTES 06-08-26 TPOLACEK*** FOOTERS ARE STILL NOT DUG OUT, FORMS ARE NOT SET CORRECT, THERE MUST BE 18" FROM MITER SIDE TO SIDE OF PIPE AT DRIVEWAY EDGE AND 9" AND END OF CULVERT TO SIDE FORM, ROADSIDE FORM BOARD MUST BE SET AT EXISTING EDGE OF ROAD, MITERED END BOARD MUST BE A MAX OF 6" FROM END OF CULVERT. SEE ATTACHED PHOTOS AND DIAGRAMS. ALL BASE MATERIAL MUST BE CLEAN AND COMPACTED. *********************************************************************************************************************** 6/4/2026 - PREVIOUS INSPECTION NOTES ** 06/04/26 SITE NOT READY FOR PRE-POUR INSPECTION ** FOOTERS ON BOTH SIDES AT MITERED ENDS ARE FILLED IN ** FORMBOARD AT THE MITERED END ON RIGHT SIDE IS NOT IN PLAVE BUILDER WILL ALSO BE REQUIRED TO ENSURE FORMS "DO NOT" HAVE A LARGE GAP THAT ALLOWS OVER POURED CONCRETE TO FLOW UNDER INTO ROW ** NO REBAR ONSITE AS REQUIRED IN FOOTERS ** MATERIAL TOO SOFT AROUND CULVERT AND IN THE APRON FOOT SUNK 4-5 INCHES INTO MATERIAL ________________________________________________________________________________________________________________________ 6/3/2026 - PREVIOUS INSPECTION NOTES SPOKE WITH CONTRACTOR AND THEY REQUESTED TO CANCEL DUE TO HEAVY RAIN | |||
| ROW- PRE-APRON (PRE-POUR) | 06/10/2026 | CANCELLED BY APPLICANT | TPOLACEK |
| Note: 06-10-26 TPOLACEK*** SPOKE WITH WORKER ON SITE AND EXPLAINED THE CHANGES NEEDED TO BE APPROVED. I WILL CANCEL AS A COURTESY ONE TIME. 6/9/2026 - PREVIOUS INSPECTION NOTES RECIEVED TEST ASKING TO CANCEL INSPECTION AS THEY WILL NOT BE READY IN TIME FOR INSPECTION 6/8/2026 - PREVIOUS INSPECTION NOTES 06-08-26 TPOLACEK*** FOOTERS ARE STILL NOT DUG OUT, FORMS ARE NOT SET CORRECT, THERE MUST BE 18" FROM MITER SIDE TO SIDE OF PIPE AT DRIVEWAY EDGE AND 9" AND END OF CULVERT TO SIDE FORM, ROADSIDE FORM BOARD MUST BE SET AT EXISTING EDGE OF ROAD, MITERED END BOARD MUST BE A MAX OF 6" FROM END OF CULVERT. SEE ATTACHED PHOTOS AND DIAGRAMS. ALL BASE MATERIAL MUST BE CLEAN AND COMPACTED. *********************************************************************************************************************** 6/4/2026 - PREVIOUS INSPECTION NOTES ** 06/04/26 SITE NOT READY FOR PRE-POUR INSPECTION ** FOOTERS ON BOTH SIDES AT MITERED ENDS ARE FILLED IN ** FORMBOARD AT THE MITERED END ON RIGHT SIDE IS NOT IN PLAVE BUILDER WILL ALSO BE REQUIRED TO ENSURE FORMS "DO NOT" HAVE A LARGE GAP THAT ALLOWS OVER POURED CONCRETE TO FLOW UNDER INTO ROW ** NO REBAR ONSITE AS REQUIRED IN FOOTERS ** MATERIAL TOO SOFT AROUND CULVERT AND IN THE APRON FOOT SUNK 4-5 INCHES INTO MATERIAL ________________________________________________________________________________________________________________________ 6/3/2026 - PREVIOUS INSPECTION NOTES SPOKE WITH CONTRACTOR AND THEY REQUESTED TO CANCEL DUE TO HEAVY RAIN | |||
| ROW- PRE-APRON (PRE-POUR) | 06/09/2026 | CANCELLED BY APPLICANT | TPOLACEK |
| Note: RECIEVED TEST ASKING TO CANCEL INSPECTION AS THEY WILL NOT BE READY IN TIME FOR INSPECTION 6/8/2026 - PREVIOUS INSPECTION NOTES 06-08-26 TPOLACEK*** FOOTERS ARE STILL NOT DUG OUT, FORMS ARE NOT SET CORRECT, THERE MUST BE 18" FROM MITER SIDE TO SIDE OF PIPE AT DRIVEWAY EDGE AND 9" AND END OF CULVERT TO SIDE FORM, ROADSIDE FORM BOARD MUST BE SET AT EXISTING EDGE OF ROAD, MITERED END BOARD MUST BE A MAX OF 6" FROM END OF CULVERT. SEE ATTACHED PHOTOS AND DIAGRAMS. ALL BASE MATERIAL MUST BE CLEAN AND COMPACTED. *********************************************************************************************************************** 6/4/2026 - PREVIOUS INSPECTION NOTES ** 06/04/26 SITE NOT READY FOR PRE-POUR INSPECTION ** FOOTERS ON BOTH SIDES AT MITERED ENDS ARE FILLED IN ** FORMBOARD AT THE MITERED END ON RIGHT SIDE IS NOT IN PLAVE BUILDER WILL ALSO BE REQUIRED TO ENSURE FORMS "DO NOT" HAVE A LARGE GAP THAT ALLOWS OVER POURED CONCRETE TO FLOW UNDER INTO ROW ** NO REBAR ONSITE AS REQUIRED IN FOOTERS ** MATERIAL TOO SOFT AROUND CULVERT AND IN THE APRON FOOT SUNK 4-5 INCHES INTO MATERIAL ________________________________________________________________________________________________________________________ 6/3/2026 - PREVIOUS INSPECTION NOTES SPOKE WITH CONTRACTOR AND THEY REQUESTED TO CANCEL DUE TO HEAVY RAIN | |||
| ROW- PRE-APRON (PRE-POUR) | 06/08/2026 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 06-08-26 TPOLACEK*** FOOTERS ARE STILL NOT DUG OUT, FORMS ARE NOT SET CORRECT, THERE MUST BE 18" FROM MITER SIDE TO SIDE OF PIPE AT DRIVEWAY EDGE AND 9" AND END OF CULVERT TO SIDE FORM, ROADSIDE FORM BOARD MUST BE SET AT EXISTING EDGE OF ROAD, MITERED END BOARD MUST BE A MAX OF 6" FROM END OF CULVERT. SEE ATTACHED PHOTOS AND DIAGRAMS. ALL BASE MATERIAL MUST BE CLEAN AND COMPACTED. *********************************************************************************************************************** 6/4/2026 - PREVIOUS INSPECTION NOTES ** 06/04/26 SITE NOT READY FOR PRE-POUR INSPECTION ** FOOTERS ON BOTH SIDES AT MITERED ENDS ARE FILLED IN ** FORMBOARD AT THE MITERED END ON RIGHT SIDE IS NOT IN PLAVE BUILDER WILL ALSO BE REQUIRED TO ENSURE FORMS "DO NOT" HAVE A LARGE GAP THAT ALLOWS OVER POURED CONCRETE TO FLOW UNDER INTO ROW ** NO REBAR ONSITE AS REQUIRED IN FOOTERS ** MATERIAL TOO SOFT AROUND CULVERT AND IN THE APRON FOOT SUNK 4-5 INCHES INTO MATERIAL ________________________________________________________________________________________________________________________ 6/3/2026 - PREVIOUS INSPECTION NOTES SPOKE WITH CONTRACTOR AND THEY REQUESTED TO CANCEL DUE TO HEAVY RAIN | |||
| ROW- PRE-APRON (PRE-POUR) | 06/04/2026 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 06/04/26 SITE NOT READY FOR PRE-POUR INSPECTION ** FOOTERS ON BOTH SIDES AT MITERED ENDS ARE FILLED IN ** FORMBOARD AT THE MITERED END ON RIGHT SIDE IS NOT IN PLAVE BUILDER WILL ALSO BE REQUIRED TO ENSURE FORMS "DO NOT" HAVE A LARGE GAP THAT ALLOWS OVER POURED CONCRETE TO FLOW UNDER INTO ROW ** NO REBAR ONSITE AS REQUIRED IN FOOTERS ** MATERIAL TOO SOFT AROUND CULVERT AND IN THE APRON FOOT SUNK 4-5 INCHES INTO MATERIAL ________________________________________________________________________________________________________________________ 6/3/2026 - PREVIOUS INSPECTION NOTES SPOKE WITH CONTRACTOR AND THEY REQUESTED TO CANCEL DUE TO HEAVY RAIN | |||
| ROW- PRE-APRON (PRE-POUR) | 06/03/2026 | CANCELLED BY APPLICANT | TPOLACEK |
| Note: SPOKE WITH CONTRACTOR AND THEY REQUESTED TO CANCEL DUE TO HEAVY RAIN | |||
| ROW - FINAL APRON (AFTER POUR) | |||
| ROW - FINAL INSPECTION | |||
| U -UTILITY RESIDENTIAL FINAL |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 05/21/2026 | 05/21/2026 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| RSI | COMPLETE | 05/21/2026 | 05/22/2026 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 05/18/2026 | 05/18/2026 |
| Note: Held By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM Please include new culvert information. Culverts must be a 15" equivalent (15" HDPE, 15" CMP, or 13"x17" CMP) and be a minimum of 6' longer than the width of the driveway to allow for mitered end sections. | |||
| RSI | HOLD | 05/18/2026 | 05/19/2026 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM Site plan must have type of culvert you will be using and the length of the new culvert. Note to contractor that the culvert must be 6' wider then the driveway and notice the follow culverts allowed in the city 13"x17"CMP, 15"CMP or 15"HDPE | |||
| UTL | COMPLETE | 05/18/2026 | 05/20/2026 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/18/2026 | 05/18/2026 |
| Note: Released By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 05/18/2026 | 05/21/2026 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 05/27/2026 |
| RSI DRIVEWAY AFTER POUR | ¤16.25 | 05/27/2026 |
| RSE DRIVE PRE POUR INSPECTION | ¤32.50 | 05/27/2026 |
| RSI ROW FINAL INSPECTION | ¤16.25 | 05/27/2026 |
| RSI SITE PLAN REVIEW | ¤16.25 | 05/27/2026 |
| SW ENG RES REVIEW 240 | ¤240.00 | 05/27/2026 |
| SITE PLAN 15 | ¤15.00 | 05/27/2026 |
| RSI REINSPECTION 1 | ¤35.00 | |
| RSI REINSPECTION 1 | ¤35.00 | |
| Fees | Total Due: ¤70.00 | Total Paid: ¤366.25 |