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Permit #2023110662
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7063-00530-0010 |
| Block: 00530 |
| Subdivision: - |
| Job Phone: 813-418-0830 |
| Location Address: 67 ZAUN TR |
| Type: DR - DRIVEWAY |
| Issue Date: 12/08/2023 |
| NOC: RECORDED |
| Applicant name: ELLA JOANN HEBBLEWHITE |
| Owner: LEWANDOWSKI JAMES |
|
Address 67 ZAUN TRAIL PALM COAST, FL 32164 |
| Lot: 0010 |
| Contracted Stated Job Value: ¤7,500.00 |
| Job Description: Driveway |
| Type: CN |
Contractor
A-TEAM EXTERIORS, INC
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
3750 GUNN HWY TAMPA, FL 33618 |
STE 103 TAMPA, FL 33618 |
CBC1254370 (Exp: 08/31/2026) | 813-418-0830 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL INSPECTION | 04/30/2024 | APPROVED | PFLANAGAN |
| Note: CORRECTIONS MADE --------------------------------------------------------------------------- 2/20/2024 - PREVIOUS INSPECTION NOTES 2/20/24 AS I NOTED ON MY LAST INSPECTION REPORT, SOD HAS TO BE LAID AND GRADED TO MATCH EXISTING GRADE ON ALL BARE AREAS. I WILL NOT FEE YOU, PLEASE MAKE CORRECTION BEFORE RESUBMITTING FOR ROW FINAL INSPECTION. PHOTO FOR REFERENCE. _________________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES 1/23/24 CULVERTS WILL NEED TO BE CLEANED OUT OF DIRT AND CONCRETE OVERPOUR AND SOD WILL NEDD TO BE LAID ON BARE SPOTS AND GRADE MATCHED, BEFORE ROW FINAL INSPECTION WILL BE PASSED. PHOTO FOR REFERENCE. I WILL NOT FEE YOU TODAY AS I WAS ALREADY HERE TO DO THE AFTERPOUR INSPECTION. PLEASE MAKE CORRECTIONS. ________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 12/14/23 CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 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. 12/12/2023 12:21:42 PM- PREVIOUS INSPECTION NOTES 12/12/23 ** SPOKE WITH HOMEOWNER AND BUILDER AND EXPLAINED THE CONCRETE ON MITERED ENDS NEEDS TO BE REMOVED, NEED TO HAVE FORM BOARD ALONG EDGE OF ROAD, PIPE IS EXPOSED 1/2 WAY WITH 12" ON EITHER SIDE, NEED TO HAVE 6" CONCRETE THROUGHOUT ROW 4" THE REST OF DRIVEWAY UP TO GARAGE. Culvert below driveway to be encased to half depth of theculvert and at least twelve (12) inches on each side (A)(B) Comment: ? Concrete Over Pipe: Concrete thickness over the top of the culvert shall be a minimum of five (5) inches, unless approved by the City. (A) Citation(s): Comment: A. Land Development Code Technical Manual, Drawing 300.E Section A-A B. Land Development Code Technical Manual, Drawing 300.E (6) C. Land Development Code Technical Manual, Drawing 300.E (9) D. Land Development Code Technical Manual, Drawing 300.E (14) Comment: A. Land Development Code Technical Manual, Drawing 300.E, Section A-A B. Land Development Code Technical Manual, Drawing 300.E, Section B-B ? Concrete Thickness: Driveway thickness on the ROW shall be either six (6) inches on firmly compacted subgrade of clear granular material or five (5) inches on three (3) inches of limerock or shell base. This concrete thickness can be reduced by one (1) inch by the additional of 6X6 mesh concrete reinforcing wire. (A) Citation(s): Citation(s): A. Land Development Code Technical Manual, Section 900.04 (A) Comment: | |||
| U -UTILITY RESIDENTIAL FINAL | 04/30/2024 | FINAL APPROVED | JHARDING |
| ROW - FINAL INSPECTION | 02/20/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 2/20/24 AS I NOTED ON MY LAST INSPECTION REPORT, SOD HAS TO BE LAID AND GRADED TO MATCH EXISTING GRADE ON ALL BARE AREAS. I WILL NOT FEE YOU, PLEASE MAKE CORRECTION BEFORE RESUBMITTING FOR ROW FINAL INSPECTION. PHOTO FOR REFERENCE. _________________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES 1/23/24 CULVERTS WILL NEED TO BE CLEANED OUT OF DIRT AND CONCRETE OVERPOUR AND SOD WILL NEDD TO BE LAID ON BARE SPOTS AND GRADE MATCHED, BEFORE ROW FINAL INSPECTION WILL BE PASSED. PHOTO FOR REFERENCE. I WILL NOT FEE YOU TODAY AS I WAS ALREADY HERE TO DO THE AFTERPOUR INSPECTION. PLEASE MAKE CORRECTIONS. ________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 12/14/23 CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 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. 12/12/2023 12:21:42 PM- PREVIOUS INSPECTION NOTES 12/12/23 ** SPOKE WITH HOMEOWNER AND BUILDER AND EXPLAINED THE CONCRETE ON MITERED ENDS NEEDS TO BE REMOVED, NEED TO HAVE FORM BOARD ALONG EDGE OF ROAD, PIPE IS EXPOSED 1/2 WAY WITH 12" ON EITHER SIDE, NEED TO HAVE 6" CONCRETE THROUGHOUT ROW 4" THE REST OF DRIVEWAY UP TO GARAGE. Culvert below driveway to be encased to half depth of theculvert and at least twelve (12) inches on each side (A)(B) Comment: ? Concrete Over Pipe: Concrete thickness over the top of the culvert shall be a minimum of five (5) inches, unless approved by the City. (A) Citation(s): Comment: A. Land Development Code Technical Manual, Drawing 300.E Section A-A B. Land Development Code Technical Manual, Drawing 300.E (6) C. Land Development Code Technical Manual, Drawing 300.E (9) D. Land Development Code Technical Manual, Drawing 300.E (14) Comment: A. Land Development Code Technical Manual, Drawing 300.E, Section A-A B. Land Development Code Technical Manual, Drawing 300.E, Section B-B ? Concrete Thickness: Driveway thickness on the ROW shall be either six (6) inches on firmly compacted subgrade of clear granular material or five (5) inches on three (3) inches of limerock or shell base. This concrete thickness can be reduced by one (1) inch by the additional of 6X6 mesh concrete reinforcing wire. (A) Citation(s): Citation(s): A. Land Development Code Technical Manual, Section 900.04 (A) Comment: | |||
| ROW - FINAL APRON (AFTER POUR) | 01/23/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 1/23/24 PIPE GOOD. CUTS MADE. APPROVING THIS AFTER POUR INSPECTION AS NOTED. CULVERTS WILL NEED TO BE CLEANED OUT OF DIRT AND CONCRETE OVERPOUR AND SOD WILL NEDD TO BE LAID ON BARE SPOTS AND GRADE MATCHED BEFORE ROW FINAL INSPECTION WILL BE PASSED. PHOTO FOR REFERENCE Inspector Notes from Inspection 9270 12/14/23 CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 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. 12/12/2023 12:21:42 PM- PREVIOUS INSPECTION NOTES 12/12/23 ** SPOKE WITH HOMEOWNER AND BUILDER AND EXPLAINED THE CONCRETE ON MITERED ENDS NEEDS TO BE REMOVED, NEED TO HAVE FORM BOARD ALONG EDGE OF ROAD, PIPE IS EXPOSED 1/2 WAY WITH 12" ON EITHER SIDE, NEED TO HAVE 6" CONCRETE THROUGHOUT ROW 4" THE REST OF DRIVEWAY UP TO GARAGE. Culvert below driveway to be encased to half depth of theculvert and at least twelve (12) inches on each side (A)(B) Comment: ? Concrete Over Pipe: Concrete thickness over the top of the culvert shall be a minimum of five (5) inches, unless approved by the City. (A) Citation(s): Comment: A. Land Development Code Technical Manual, Drawing 300.E Section A-A B. Land Development Code Technical Manual, Drawing 300.E (6) C. Land Development Code Technical Manual, Drawing 300.E (9) D. Land Development Code Technical Manual, Drawing 300.E (14) Comment: A. Land Development Code Technical Manual, Drawing 300.E, Section A-A B. Land Development Code Technical Manual, Drawing 300.E, Section B-B ? Concrete Thickness: Driveway thickness on the ROW shall be either six (6) inches on firmly compacted subgrade of clear granular material or five (5) inches on three (3) inches of limerock or shell base. This concrete thickness can be reduced by one (1) inch by the additional of 6X6 mesh concrete reinforcing wire. (A) Citation(s): Citation(s): A. Land Development Code Technical Manual, Section 900.04 (A) Comment: 1/23/24 PIPE GOOD. CUTS MADE. APPROVING THIS AFTER POUR INSPECTION AS NOTED. CULVERTS WILL NEED TO BE CLEANED OUT OF DIRT AND CONCRETE OVERPOUR AND SOD WILL NEDD TO BE LAID ON BARE SPOTS AND GRADE MATCHED BEFORE ROW FINAL INSPECTION WILL BE PASSED. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 12/14/23 CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 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. 12/12/2023 12:21:42 PM- PREVIOUS INSPECTION NOTES 12/12/23 ** SPOKE WITH HOMEOWNER AND BUILDER AND EXPLAINED THE CONCRETE ON MITERED ENDS NEEDS TO BE REMOVED, NEED TO HAVE FORM BOARD ALONG EDGE OF ROAD, PIPE IS EXPOSED 1/2 WAY WITH 12" ON EITHER SIDE, NEED TO HAVE 6" CONCRETE THROUGHOUT ROW 4" THE REST OF DRIVEWAY UP TO GARAGE. Culvert below driveway to be encased to half depth of theculvert and at least twelve (12) inches on each side (A)(B) Comment: ? Concrete Over Pipe: Concrete thickness over the top of the culvert shall be a minimum of five (5) inches, unless approved by the City. (A) Citation(s): Comment: A. Land Development Code Technical Manual, Drawing 300.E Section A-A B. Land Development Code Technical Manual, Drawing 300.E (6) C. Land Development Code Technical Manual, Drawing 300.E (9) D. Land Development Code Technical Manual, Drawing 300.E (14) Comment: A. Land Development Code Technical Manual, Drawing 300.E, Section A-A B. Land Development Code Technical Manual, Drawing 300.E, Section B-B ? Concrete Thickness: Driveway thickness on the ROW shall be either six (6) inches on firmly compacted subgrade of clear granular material or five (5) inches on three (3) inches of limerock or shell base. This concrete thickness can be reduced by one (1) inch by the additional of 6X6 mesh concrete reinforcing wire. (A) Citation(s): Citation(s): A. Land Development Code Technical Manual, Section 900.04 (A) Comment: | |||
| ROW - FINAL INSPECTION | 01/23/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 1/23/24 CULVERTS WILL NEED TO BE CLEANED OUT OF DIRT AND CONCRETE OVERPOUR AND SOD WILL NEDD TO BE LAID ON BARE SPOTS AND GRADE MATCHED, BEFORE ROW FINAL INSPECTION WILL BE PASSED. PHOTO FOR REFERENCE. I WILL NOT FEE YOU TODAY AS I WAS ALREADY HERE TO DO THE AFTERPOUR INSPECTION. PLEASE MAKE CORRECTIONS. ________________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 12/14/23 CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 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. 12/12/2023 12:21:42 PM- PREVIOUS INSPECTION NOTES 12/12/23 ** SPOKE WITH HOMEOWNER AND BUILDER AND EXPLAINED THE CONCRETE ON MITERED ENDS NEEDS TO BE REMOVED, NEED TO HAVE FORM BOARD ALONG EDGE OF ROAD, PIPE IS EXPOSED 1/2 WAY WITH 12" ON EITHER SIDE, NEED TO HAVE 6" CONCRETE THROUGHOUT ROW 4" THE REST OF DRIVEWAY UP TO GARAGE. Culvert below driveway to be encased to half depth of theculvert and at least twelve (12) inches on each side (A)(B) Comment: ? Concrete Over Pipe: Concrete thickness over the top of the culvert shall be a minimum of five (5) inches, unless approved by the City. (A) Citation(s): Comment: A. Land Development Code Technical Manual, Drawing 300.E Section A-A B. Land Development Code Technical Manual, Drawing 300.E (6) C. Land Development Code Technical Manual, Drawing 300.E (9) D. Land Development Code Technical Manual, Drawing 300.E (14) Comment: A. Land Development Code Technical Manual, Drawing 300.E, Section A-A B. Land Development Code Technical Manual, Drawing 300.E, Section B-B ? Concrete Thickness: Driveway thickness on the ROW shall be either six (6) inches on firmly compacted subgrade of clear granular material or five (5) inches on three (3) inches of limerock or shell base. This concrete thickness can be reduced by one (1) inch by the additional of 6X6 mesh concrete reinforcing wire. (A) Citation(s): Citation(s): A. Land Development Code Technical Manual, Section 900.04 (A) Comment: | |||
| ROW- PRE-APRON (PRE-POUR) | 12/14/2023 | APPROVED - AS NOTED | TPOLACEK |
| Note: 12/14/23 CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 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. 12/12/2023 12:21:42 PM- PREVIOUS INSPECTION NOTES 12/12/23 ** SPOKE WITH HOMEOWNER AND BUILDER AND EXPLAINED THE CONCRETE ON MITERED ENDS NEEDS TO BE REMOVED, NEED TO HAVE FORM BOARD ALONG EDGE OF ROAD, PIPE IS EXPOSED 1/2 WAY WITH 12" ON EITHER SIDE, NEED TO HAVE 6" CONCRETE THROUGHOUT ROW 4" THE REST OF DRIVEWAY UP TO GARAGE. Culvert below driveway to be encased to half depth of theculvert and at least twelve (12) inches on each side (A)(B) Comment: ? Concrete Over Pipe: Concrete thickness over the top of the culvert shall be a minimum of five (5) inches, unless approved by the City. (A) Citation(s): Comment: A. Land Development Code Technical Manual, Drawing 300.E Section A-A B. Land Development Code Technical Manual, Drawing 300.E (6) C. Land Development Code Technical Manual, Drawing 300.E (9) D. Land Development Code Technical Manual, Drawing 300.E (14) Comment: A. Land Development Code Technical Manual, Drawing 300.E, Section A-A B. Land Development Code Technical Manual, Drawing 300.E, Section B-B ? Concrete Thickness: Driveway thickness on the ROW shall be either six (6) inches on firmly compacted subgrade of clear granular material or five (5) inches on three (3) inches of limerock or shell base. This concrete thickness can be reduced by one (1) inch by the additional of 6X6 mesh concrete reinforcing wire. (A) Citation(s): Citation(s): A. Land Development Code Technical Manual, Section 900.04 (A) Comment: | |||
| ROW- PRE-APRON (PRE-POUR) | 12/13/2023 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 12/13/23 ** NOT READY TO POUR PIPE IS OUT OF TOLERENCE FORM BOARDS OUT OF TOLERENCE. CM WAS AGITATED WHEN INSPECTORS WERE EXPLAINING WHAT NEEDED TO BE DONE. INSPECTORS LEFT THE SITE AS TO AVOID CONFLICT. ALL CITY OF PALM COAST STANDARDS MUST BE MET BEFORE NEXT INSPECTION IS RERQUESTED. I HAVE ADDED A PHOTO OF THE TECH MANUAL FOR CULVERT PIPE MINUMUM STANDARDS. _______________________________________________________________________________________________ 12/12/2023 - PREVIOUS INSPECTION NOTES 12/12/23 ** SPOKE WITH HOMEOWNER AND BUILDER AND EXPLAINED THE CONCRETE ON MITERED ENDS NEEDS TO BE REMOVED, NEED TO HAVE FORM BOARD ALONG EDGE OF ROAD, PIPE IS EXPOSED 1/2 WAY WITH 12" ON EITHER SIDE, NEED TO HAVE 6" CONCRETE THROUGHOUT ROW 4" THE REST OF DRIVEWAY UP TO GARAGE. Culvert below driveway to be encased to half depth of theculvert and at least twelve (12) inches on each side (A)(B) Comment: ? Concrete Over Pipe: Concrete thickness over the top of the culvert shall be a minimum of five (5) inches, unless approved by the City. (A) Citation(s): Comment: A. Land Development Code Technical Manual, Drawing 300.E Section A-A B. Land Development Code Technical Manual, Drawing 300.E (6) C. Land Development Code Technical Manual, Drawing 300.E (9) D. Land Development Code Technical Manual, Drawing 300.E (14) Comment: A. Land Development Code Technical Manual, Drawing 300.E, Section A-A B. Land Development Code Technical Manual, Drawing 300.E, Section B-B ? Concrete Thickness: Driveway thickness on the ROW shall be either six (6) inches on firmly compacted subgrade of clear granular material or five (5) inches on three (3) inches of limerock or shell base. This concrete thickness can be reduced by one (1) inch by the additional of 6X6 mesh concrete reinforcing wire. (A) Citation(s): Citation(s): A. Land Development Code Technical Manual, Section 900.04 (A) Comment: | |||
| ROW- PRE-APRON (PRE-POUR) | 12/12/2023 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 12/12/23 ** SPOKE WITH HOMEOWNER AND BUILDER AND EXPLAINED THE CONCRETE ON MITERED ENDS NEEDS TO BE REMOVED, NEED TO HAVE FORM BOARD ALONG EDGE OF ROAD, PIPE IS EXPOSED 1/2 WAY WITH 12" ON EITHER SIDE, NEED TO HAVE 6" CONCRETE THROUGHOUT ROW 4" THE REST OF DRIVEWAY UP TO GARAGE. Culvert below driveway to be encased to half depth of theculvert and at least twelve (12) inches on each side (A)(B) Comment: ? Concrete Over Pipe: Concrete thickness over the top of the culvert shall be a minimum of five (5) inches, unless approved by the City. (A) Citation(s): Comment: A. Land Development Code Technical Manual, Drawing 300.E Section A-A B. Land Development Code Technical Manual, Drawing 300.E (6) C. Land Development Code Technical Manual, Drawing 300.E (9) D. Land Development Code Technical Manual, Drawing 300.E (14) Comment: A. Land Development Code Technical Manual, Drawing 300.E, Section A-A B. Land Development Code Technical Manual, Drawing 300.E, Section B-B ? Concrete Thickness: Driveway thickness on the ROW shall be either six (6) inches on firmly compacted subgrade of clear granular material or five (5) inches on three (3) inches of limerock or shell base. This concrete thickness can be reduced by one (1) inch by the additional of 6X6 mesh concrete reinforcing wire. (A) Citation(s): Citation(s): A. Land Development Code Technical Manual, Section 900.04 (A) Comment: |
Review History
| Department | Status | Date In | Date Out |
| ZON | COMPLETE | 11/20/2023 | 11/20/2023 |
| Note: Released By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 11/20/2023 | 11/20/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 11/15/2023 | 11/17/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 11/15/2023 | 11/17/2023 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | HOLD | 11/15/2023 | 11/15/2023 |
| Note: Held By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM Please provide type of material for driveway. |
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 | 04/29/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 04/29/2024 |
| ADJUSTMENT 50% | (¤15.00) | 12/08/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 12/08/2023 |
| SW ENG INSPECTION 40 | ¤40.00 | 12/07/2023 |
| SW ENG PRE APRON | ¤30.00 | 12/07/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 12/07/2023 |
| SITE PLAN 15 | ¤15.00 | 12/07/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤360.00 |