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Permit #2024101426
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7027-00450-0090 |
| Block: 00450 |
| Subdivision: 7027 - |
| Job Phone: 386-804-3627 |
| Location Address: 1 WOOD CREST LN |
| Type: DR - DRIVEWAY |
| Issue Date: 11/18/2024 |
| NOC: Unknown |
| Applicant name: RICHARD K BASSO |
| Owner: SCHETTINO PAUL R & VIRGINIA M H&W |
|
Address 1 WOODCREST LANE PALM COAST, FL 32137 |
| Lot: 0090 |
| Contracted Stated Job Value: ¤3,000.00 |
| Job Description: Remove and install a driveway |
| Type: CN |
Contractor
VOLUSIA GENERAL CONTRS INC
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
PO BOX 1026 LAKE HELEN, FL 32744 |
CGC031648 (Exp: 08/31/2026) | 386-228-3033 | 386-228-0098 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL INSPECTION | 01/24/2025 | APPROVED | RGROSS |
| Note: New inspection due to canceled inspection Inspector Notes from Inspection 9272 *** NOTES ADDED BY TPOLACEK 1/21/2025 8:41:19 AM *** INSPECTIONS/ ROW SEC 300,03 F5 V-21 5. SEC 300,03 F5. All disturbed areas of the site and the swale shall be stabilized with vegetation. The sod in the swale shall match the sod on the property 4 Concrete extending past the formboards DRAWING 300.G/14 DRAWING 300.G/14. Technical Manual, Drawing 300.E Concrete extending past the formboards, in the swale, must be removed. 5 Compacted dirt and sod must Drawing 300-G-12 Compacted dirt and sod must be placed around all edges of the poured concrete including around the miter ends and the driveway shoulders to prevent washout-ALL DISTURBED AREAS SHALL BE STABILIZED WITH SOD. 01/21/25 TPOLACEK*** AS STATED IN PREVIOUS INSPECTION AND AS DISCUSSED ON THE PHONE THE BOARDS AT THE MITERED FOOTER END WERE NEVER BACKFILLED. THIS ALLOWED FOR OVER POUR TO EXTEND PAST THE FOOTER. THIS MUST BE CUT OFF WITH A SAW BEFORE FINAL ROW INSPECTION. ALSO ALL BARE EARTH MUST BE SODDED TO MATCH GRADE. THE SWALE MUST BE GRADED TO ALLOW FOR DRAINAGE TO FLOW IN BETWEEN THE TWO DRIVEWAYS IS A HIGH SPOT THAT MUST BE GRADED. I WILL APPROVE THE AFTER POUR AS CONCRETE IS GOOD AND CUTS WERE MADE HOT PATCH COMPLETE. PLEASE DO NOT REQUEST FINAL ROW UNTIL ALL MENTIONED CORRECTIONS ARE COMPLETE. Inspector Notes from Inspection 9270 01/15/25 TPOLACEK** SPOKE WITH MATT THE CONTRACTOR AND EXPLAINED THEY NEED TO BACK FILL FORM BOARDS TO PREVENT OVERPOUR AND THEY NEED TO RAISE THE FORMBOARD ALONG ROAD EDGE TO BE HIGHER THAN EXISTING ROAD EDGE AND ACHIEVE THE MINIMUM 6" DEPTH IN APRON. APPROVING AS NOTED. 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 TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. CONTRACTORS WILL BE NOTIFIED WHEN TICKETS WILL BE REQUIRED WITH AN EMAIL BLAST.THE FOLLOWING IS CURRENTLY FOR INFORMATION ONLY: TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR. 1/2/2025 - PREVIOUS INSPECTION NOTES ALL LISTED NEED TO BE ADDRESSED BEFORE PASSING 1) BACK SIDE OF CULVERT ID FILLED IN TO MUCH DIRT. PLEASE SEE DRAWING #300.E SECTION B-B IN TECH. MANUAL 2) CULVERT IS OUT OF TOLERANCE FROM THE SWALE PLAN DETAIL. Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. 3) THE CULVERT IS PITCHED TO MUCH. Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. 4) NEED TO HAVE FOOTERS AT THE END OF CULVERT PIPE MINIMUM 6"X6". PLEASE SEE DRAWING #300.E SECTION A-A IN TECH. MANUAL 5) CULVERT IS CUT INCORRECT NEED TO FIX. ------------------------------------------------------------------------------------------- 12/23/2024 - PREVIOUS INSPECTION NOTES 12/23/24 TPOLACEK*** MITERED ENDS ARE NOT FORMED CORRECTLY. PLEASE REFER TO RESIDENTIAL CULVERT DIAGRAM PAGE V29 https://copc-strapi-production.s3.amazonaws.com/Section_5_Engineering_05c18e0b28.pdf 12/20/2024 - PREVIOUS INSPECTION NOTES 12/20/24 TPOLACEK*** MET WITH CREW AND DISCUSSED HOW PIPE SHOULD BE INSTALLED AND HOW TO FORM UP THE DRIVEWAY TO MEET COPC STANDARDS ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/17/2024 - PREVIOUS INSPECTION NOTES 12/17/24 tpolacek** RECIEVED CALL FROM MATT ASKING TO CANCEL INSPECTION AS THEY NEED TO CHANGE PIPE. 12/11/2024 - PREVIOUS INSPECTION NOTES 12/11/24 TPOLACEK*** DRIVEWAY IS NOT FORMED IN ACORDANCE WITH COPC STANDARDS. PLEASE SEE ATTACHED RESIDENTIAL CULVERT DETAIL SHEET IN PHOTO | |||
| U -UTILITY RESIDENTIAL FINAL | 01/24/2025 | FINAL APPROVED | LFITZGERALD |
| U -UTILITY RESIDENTIAL FINAL | 01/22/2025 | CANCELLED BY APPLICANT | AWS_IVR |
| ROW - FINAL INSPECTION | 01/22/2025 | CANCELLED BY APPLICANT | AWS_IVR |
| Note: Inspector Notes from Inspection 9272 *** NOTES ADDED BY TPOLACEK 1/21/2025 8:41:19 AM *** INSPECTIONS/ ROW SEC 300,03 F5 V-21 5. SEC 300,03 F5. All disturbed areas of the site and the swale shall be stabilized with vegetation. The sod in the swale shall match the sod on the property 4 Concrete extending past the formboards DRAWING 300.G/14 DRAWING 300.G/14. Technical Manual, Drawing 300.E Concrete extending past the formboards, in the swale, must be removed. 5 Compacted dirt and sod must Drawing 300-G-12 Compacted dirt and sod must be placed around all edges of the poured concrete including around the miter ends and the driveway shoulders to prevent washout-ALL DISTURBED AREAS SHALL BE STABILIZED WITH SOD. 01/21/25 TPOLACEK*** AS STATED IN PREVIOUS INSPECTION AND AS DISCUSSED ON THE PHONE THE BOARDS AT THE MITERED FOOTER END WERE NEVER BACKFILLED. THIS ALLOWED FOR OVER POUR TO EXTEND PAST THE FOOTER. THIS MUST BE CUT OFF WITH A SAW BEFORE FINAL ROW INSPECTION. ALSO ALL BARE EARTH MUST BE SODDED TO MATCH GRADE. THE SWALE MUST BE GRADED TO ALLOW FOR DRAINAGE TO FLOW IN BETWEEN THE TWO DRIVEWAYS IS A HIGH SPOT THAT MUST BE GRADED. I WILL APPROVE THE AFTER POUR AS CONCRETE IS GOOD AND CUTS WERE MADE HOT PATCH COMPLETE. PLEASE DO NOT REQUEST FINAL ROW UNTIL ALL MENTIONED CORRECTIONS ARE COMPLETE. Inspector Notes from Inspection 9270 01/15/25 TPOLACEK** SPOKE WITH MATT THE CONTRACTOR AND EXPLAINED THEY NEED TO BACK FILL FORM BOARDS TO PREVENT OVERPOUR AND THEY NEED TO RAISE THE FORMBOARD ALONG ROAD EDGE TO BE HIGHER THAN EXISTING ROAD EDGE AND ACHIEVE THE MINIMUM 6" DEPTH IN APRON. APPROVING AS NOTED. 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 TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. CONTRACTORS WILL BE NOTIFIED WHEN TICKETS WILL BE REQUIRED WITH AN EMAIL BLAST.THE FOLLOWING IS CURRENTLY FOR INFORMATION ONLY: TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR. 1/2/2025 - PREVIOUS INSPECTION NOTES ALL LISTED NEED TO BE ADDRESSED BEFORE PASSING 1) BACK SIDE OF CULVERT ID FILLED IN TO MUCH DIRT. PLEASE SEE DRAWING #300.E SECTION B-B IN TECH. MANUAL 2) CULVERT IS OUT OF TOLERANCE FROM THE SWALE PLAN DETAIL. Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. 3) THE CULVERT IS PITCHED TO MUCH. Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. 4) NEED TO HAVE FOOTERS AT THE END OF CULVERT PIPE MINIMUM 6"X6". PLEASE SEE DRAWING #300.E SECTION A-A IN TECH. MANUAL 5) CULVERT IS CUT INCORRECT NEED TO FIX. ------------------------------------------------------------------------------------------- 12/23/2024 - PREVIOUS INSPECTION NOTES 12/23/24 TPOLACEK*** MITERED ENDS ARE NOT FORMED CORRECTLY. PLEASE REFER TO RESIDENTIAL CULVERT DIAGRAM PAGE V29 https://copc-strapi-production.s3.amazonaws.com/Section_5_Engineering_05c18e0b28.pdf 12/20/2024 - PREVIOUS INSPECTION NOTES 12/20/24 TPOLACEK*** MET WITH CREW AND DISCUSSED HOW PIPE SHOULD BE INSTALLED AND HOW TO FORM UP THE DRIVEWAY TO MEET COPC STANDARDS ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/17/2024 - PREVIOUS INSPECTION NOTES 12/17/24 tpolacek** RECIEVED CALL FROM MATT ASKING TO CANCEL INSPECTION AS THEY NEED TO CHANGE PIPE. 12/11/2024 - PREVIOUS INSPECTION NOTES 12/11/24 TPOLACEK*** DRIVEWAY IS NOT FORMED IN ACORDANCE WITH COPC STANDARDS. PLEASE SEE ATTACHED RESIDENTIAL CULVERT DETAIL SHEET IN PHOTO | |||
| ROW - FINAL APRON (AFTER POUR) | 01/21/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: *** NOTES ADDED BY TPOLACEK 1/21/2025 8:41:19 AM *** INSPECTIONS/ ROW SEC 300,03 F5 V-21 5. SEC 300,03 F5. All disturbed areas of the site and the swale shall be stabilized with vegetation. The sod in the swale shall match the sod on the property 4 Concrete extending past the formboards DRAWING 300.G/14 DRAWING 300.G/14. Technical Manual, Drawing 300.E Concrete extending past the formboards, in the swale, must be removed. 5 Compacted dirt and sod must Drawing 300-G-12 Compacted dirt and sod must be placed around all edges of the poured concrete including around the miter ends and the driveway shoulders to prevent washout-ALL DISTURBED AREAS SHALL BE STABILIZED WITH SOD. 01/21/25 TPOLACEK*** AS STATED IN PREVIOUS INSPECTION AND AS DISCUSSED ON THE PHONE THE BOARDS AT THE MITERED FOOTER END WERE NEVER BACKFILLED. THIS ALLOWED FOR OVER POUR TO EXTEND PAST THE FOOTER. THIS MUST BE CUT OFF WITH A SAW BEFORE FINAL ROW INSPECTION. ALSO ALL BARE EARTH MUST BE SODDED TO MATCH GRADE. THE SWALE MUST BE GRADED TO ALLOW FOR DRAINAGE TO FLOW IN BETWEEN THE TWO DRIVEWAYS IS A HIGH SPOT THAT MUST BE GRADED. I WILL APPROVE THE AFTER POUR AS CONCRETE IS GOOD AND CUTS WERE MADE HOT PATCH COMPLETE. PLEASE DO NOT REQUEST FINAL ROW UNTIL ALL MENTIONED CORRECTIONS ARE COMPLETE. Inspector Notes from Inspection 9270 01/15/25 TPOLACEK** SPOKE WITH MATT THE CONTRACTOR AND EXPLAINED THEY NEED TO BACK FILL FORM BOARDS TO PREVENT OVERPOUR AND THEY NEED TO RAISE THE FORMBOARD ALONG ROAD EDGE TO BE HIGHER THAN EXISTING ROAD EDGE AND ACHIEVE THE MINIMUM 6" DEPTH IN APRON. APPROVING AS NOTED. 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 TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. CONTRACTORS WILL BE NOTIFIED WHEN TICKETS WILL BE REQUIRED WITH AN EMAIL BLAST.THE FOLLOWING IS CURRENTLY FOR INFORMATION ONLY: TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR. 1/2/2025 - PREVIOUS INSPECTION NOTES ALL LISTED NEED TO BE ADDRESSED BEFORE PASSING 1) BACK SIDE OF CULVERT ID FILLED IN TO MUCH DIRT. PLEASE SEE DRAWING #300.E SECTION B-B IN TECH. MANUAL 2) CULVERT IS OUT OF TOLERANCE FROM THE SWALE PLAN DETAIL. Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. 3) THE CULVERT IS PITCHED TO MUCH. Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. 4) NEED TO HAVE FOOTERS AT THE END OF CULVERT PIPE MINIMUM 6"X6". PLEASE SEE DRAWING #300.E SECTION A-A IN TECH. MANUAL 5) CULVERT IS CUT INCORRECT NEED TO FIX. ------------------------------------------------------------------------------------------- 12/23/2024 - PREVIOUS INSPECTION NOTES 12/23/24 TPOLACEK*** MITERED ENDS ARE NOT FORMED CORRECTLY. PLEASE REFER TO RESIDENTIAL CULVERT DIAGRAM PAGE V29 https://copc-strapi-production.s3.amazonaws.com/Section_5_Engineering_05c18e0b28.pdf 12/20/2024 - PREVIOUS INSPECTION NOTES 12/20/24 TPOLACEK*** MET WITH CREW AND DISCUSSED HOW PIPE SHOULD BE INSTALLED AND HOW TO FORM UP THE DRIVEWAY TO MEET COPC STANDARDS ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/17/2024 - PREVIOUS INSPECTION NOTES 12/17/24 tpolacek** RECIEVED CALL FROM MATT ASKING TO CANCEL INSPECTION AS THEY NEED TO CHANGE PIPE. 12/11/2024 - PREVIOUS INSPECTION NOTES 12/11/24 TPOLACEK*** DRIVEWAY IS NOT FORMED IN ACORDANCE WITH COPC STANDARDS. PLEASE SEE ATTACHED RESIDENTIAL CULVERT DETAIL SHEET IN PHOTO | |||
| ROW- PRE-APRON (PRE-POUR) | 01/15/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 01/15/25 TPOLACEK** SPOKE WITH MATT THE CONTRACTOR AND EXPLAINED THEY NEED TO BACK FILL FORM BOARDS TO PREVENT OVERPOUR AND THEY NEED TO RAISE THE FORMBOARD ALONG ROAD EDGE TO BE HIGHER THAN EXISTING ROAD EDGE AND ACHIEVE THE MINIMUM 6" DEPTH IN APRON. APPROVING AS NOTED. 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 TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. CONTRACTORS WILL BE NOTIFIED WHEN TICKETS WILL BE REQUIRED WITH AN EMAIL BLAST.THE FOLLOWING IS CURRENTLY FOR INFORMATION ONLY: TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR. 1/2/2025 - PREVIOUS INSPECTION NOTES ALL LISTED NEED TO BE ADDRESSED BEFORE PASSING 1) BACK SIDE OF CULVERT ID FILLED IN TO MUCH DIRT. PLEASE SEE DRAWING #300.E SECTION B-B IN TECH. MANUAL 2) CULVERT IS OUT OF TOLERANCE FROM THE SWALE PLAN DETAIL. Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. 3) THE CULVERT IS PITCHED TO MUCH. Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. 4) NEED TO HAVE FOOTERS AT THE END OF CULVERT PIPE MINIMUM 6"X6". PLEASE SEE DRAWING #300.E SECTION A-A IN TECH. MANUAL 5) CULVERT IS CUT INCORRECT NEED TO FIX. ------------------------------------------------------------------------------------------- 12/23/2024 - PREVIOUS INSPECTION NOTES 12/23/24 TPOLACEK*** MITERED ENDS ARE NOT FORMED CORRECTLY. PLEASE REFER TO RESIDENTIAL CULVERT DIAGRAM PAGE V29 https://copc-strapi-production.s3.amazonaws.com/Section_5_Engineering_05c18e0b28.pdf 12/20/2024 - PREVIOUS INSPECTION NOTES 12/20/24 TPOLACEK*** MET WITH CREW AND DISCUSSED HOW PIPE SHOULD BE INSTALLED AND HOW TO FORM UP THE DRIVEWAY TO MEET COPC STANDARDS ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/17/2024 - PREVIOUS INSPECTION NOTES 12/17/24 tpolacek** RECIEVED CALL FROM MATT ASKING TO CANCEL INSPECTION AS THEY NEED TO CHANGE PIPE. 12/11/2024 - PREVIOUS INSPECTION NOTES 12/11/24 TPOLACEK*** DRIVEWAY IS NOT FORMED IN ACORDANCE WITH COPC STANDARDS. PLEASE SEE ATTACHED RESIDENTIAL CULVERT DETAIL SHEET IN PHOTO | |||
| ROW- PRE-APRON (PRE-POUR) | 01/02/2025 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: ALL LISTED NEED TO BE ADDRESSED BEFORE PASSING 1) BACK SIDE OF CULVERT ID FILLED IN TO MUCH DIRT. PLEASE SEE DRAWING #300.E SECTION B-B IN TECH. MANUAL 2) CULVERT IS OUT OF TOLERANCE FROM THE SWALE PLAN DETAIL. Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. 3) THE CULVERT IS PITCHED TO MUCH. Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. 4) NEED TO HAVE FOOTERS AT THE END OF CULVERT PIPE MINIMUM 6"X6". PLEASE SEE DRAWING #300.E SECTION A-A IN TECH. MANUAL 5) CULVERT IS CUT INCORRECT NEED TO FIX. ------------------------------------------------------------------------------------------- 12/23/2024 - PREVIOUS INSPECTION NOTES 12/23/24 TPOLACEK*** MITERED ENDS ARE NOT FORMED CORRECTLY. PLEASE REFER TO RESIDENTIAL CULVERT DIAGRAM PAGE V29 https://copc-strapi-production.s3.amazonaws.com/Section_5_Engineering_05c18e0b28.pdf 12/20/2024 - PREVIOUS INSPECTION NOTES 12/20/24 TPOLACEK*** MET WITH CREW AND DISCUSSED HOW PIPE SHOULD BE INSTALLED AND HOW TO FORM UP THE DRIVEWAY TO MEET COPC STANDARDS ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/17/2024 - PREVIOUS INSPECTION NOTES 12/17/24 tpolacek** RECIEVED CALL FROM MATT ASKING TO CANCEL INSPECTION AS THEY NEED TO CHANGE PIPE. 12/11/2024 - PREVIOUS INSPECTION NOTES 12/11/24 TPOLACEK*** DRIVEWAY IS NOT FORMED IN ACORDANCE WITH COPC STANDARDS. PLEASE SEE ATTACHED RESIDENTIAL CULVERT DETAIL SHEET IN PHOTO | |||
| ROW- PRE-APRON (PRE-POUR) | 12/23/2024 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 12/23/24 TPOLACEK*** MITERED ENDS ARE NOT FORMED CORRECTLY. PLEASE REFER TO RESIDENTIAL CULVERT DIAGRAM PAGE V29 https://copc-strapi-production.s3.amazonaws.com/Section_5_Engineering_05c18e0b28.pdf 12/20/2024 - PREVIOUS INSPECTION NOTES 12/20/24 TPOLACEK*** MET WITH CREW AND DISCUSSED HOW PIPE SHOULD BE INSTALLED AND HOW TO FORM UP THE DRIVEWAY TO MEET COPC STANDARDS ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/17/2024 - PREVIOUS INSPECTION NOTES 12/17/24 tpolacek** RECIEVED CALL FROM MATT ASKING TO CANCEL INSPECTION AS THEY NEED TO CHANGE PIPE. 12/11/2024 - PREVIOUS INSPECTION NOTES 12/11/24 TPOLACEK*** DRIVEWAY IS NOT FORMED IN ACORDANCE WITH COPC STANDARDS. PLEASE SEE ATTACHED RESIDENTIAL CULVERT DETAIL SHEET IN PHOTO | |||
| ROW- PRE-APRON (PRE-POUR) | 12/20/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 12/20/24 TPOLACEK*** MET WITH CREW AND DISCUSSED HOW PIPE SHOULD BE INSTALLED AND HOW TO FORM UP THE DRIVEWAY TO MEET COPC STANDARDS ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/17/2024 - PREVIOUS INSPECTION NOTES 12/17/24 tpolacek** RECIEVED CALL FROM MATT ASKING TO CANCEL INSPECTION AS THEY NEED TO CHANGE PIPE. 12/11/2024 - PREVIOUS INSPECTION NOTES 12/11/24 TPOLACEK*** DRIVEWAY IS NOT FORMED IN ACORDANCE WITH COPC STANDARDS. PLEASE SEE ATTACHED RESIDENTIAL CULVERT DETAIL SHEET IN PHOTO | |||
| ROW- PRE-APRON (PRE-POUR) | 12/17/2024 | CANCELLED BY APPLICANT | TPOLACEK |
| Note: 12/17/24 tpolacek** RECIEVED CALL FROM MATT ASKING TO CANCEL INSPECTION AS THEY NEED TO CHANGE PIPE. 12/11/2024 - PREVIOUS INSPECTION NOTES 12/11/24 TPOLACEK*** DRIVEWAY IS NOT FORMED IN ACORDANCE WITH COPC STANDARDS. PLEASE SEE ATTACHED RESIDENTIAL CULVERT DETAIL SHEET IN PHOTO | |||
| ROW- PRE-APRON (PRE-POUR) | 12/11/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 12/11/24 TPOLACEK*** DRIVEWAY IS NOT FORMED IN ACORDANCE WITH COPC STANDARDS. PLEASE SEE ATTACHED RESIDENTIAL CULVERT DETAIL SHEET IN PHOTO |
Review History
| Department | Status | Date In | Date Out |
| ZON | COMPLETE | 11/13/2024 | 11/13/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 11/13/2024 | 11/14/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 11/13/2024 | 11/14/2024 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/31/2024 | 11/04/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 10/31/2024 | 11/04/2024 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | HOLD | 10/31/2024 | 10/31/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please provide width of concrete driveway you are replacing on site plan |
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) | 11/18/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 11/18/2024 |
| SW ENG INSPECTION 40 | ¤40.00 | 11/18/2024 |
| SW ENG PRE APRON | ¤30.00 | 11/18/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 11/18/2024 |
| SITE PLAN 15 | ¤15.00 | 11/18/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤312.00 |