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Permit #2023101032
Permit Details
Status: COED
| Parcel Id: 07-11-31-7027-00510-0240 |
| CONDITIONED SPACE: 1753 sqft |
| GARAGE: 435 sqft |
| OPENED PORCH (WITH ROOF) : 182 sqft |
| OPENED PORCH (WITH ROOF) : 89 sqft |
| Total Square Footage: 2459 sqft |
| Block: 00510 |
| Subdivision: 2128 - SECTION 27-WYNNFIELD |
| Job Phone: 202-494-2019 |
| Location Address: 36 WOODBORN LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 12/12/2023 |
| NOC: RECORDED |
| Applicant name: GARY ANDREW FISCHER |
| Owner: INB FUND 2 LLC |
|
Address 3670 MAGUIRE BOULEVARD SUITE 220 ORLANDO, FL 32803 |
| Lot: 0240 |
| Contracted Stated Job Value: ¤150,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
INB HOMES
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
3670 MAGUIRE BLVD ORLANDO, FL 32803 |
SUITE 210 ORLANDO, FL 32803 |
CGC048746 (Exp: 08/31/2026) | 407-476-8195 |
Sub Contractors
ROBERT MICHAEL RENNER
| Status | Location Address | State License Number | Phone |
| ACTIVE |
531 CODISCO WAY SANFORD, FL 32771 |
CAC051477 (Exp: 08/31/2026) | 407-333-2665 |
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
126 EAST END RD SAN MATEO, FL 32187 |
CFC1429896 (Exp: 08/31/2026) | 386-871-8823 |
JOSEPH C WRIGHT
| Status | Location Address | Mailing Address | State License Number | Phone | Fax |
| ACTIVE |
15 HARGROVE LANE PALM COAST, FL 32137 |
UNIT 3 D PALM COAST, FL 32137 |
EC13003278 (Exp: 08/31/2026) | 386-447-9644 | 386-447-9633 |
TERRY BRICE DICKERSON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009 |
CCC1326209 (Exp: 08/31/2026) | 407-548-6733 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 07/15/2024 | CANCELLED BY APPLICANT | WEB |
| Note: 7/9/2024 - PREVIOUS INSPECTION NOTES 07-09-2024 1. Multiple duct trims not installed. Check all. 2. Master bath shower valve not installed. 3. Master bath linen closet door not installed. 4. Multiple loose outlets throughout. Check all. 5. Disposal not working. 6. Energy calcs not on site. Contractor not ready. A complete inspection is required. | |||
| BLD - BUILDING FINAL | 07/15/2024 | FINAL APPROVED | KSANDOE |
| Note: New inspection due to canceled inspection 7/9/2024 - PREVIOUS INSPECTION NOTES 07-09-2024 1. Multiple duct trims not installed. Check all. 2. Master bath shower valve not installed. 3. Master bath linen closet door not installed. 4. Multiple loose outlets throughout. Check all. 5. Disposal not working. 6. Energy calcs not on site. Contractor not ready. A complete inspection is required. | |||
| BLD - BUILDING FINAL | 07/09/2024 | Disapproved -FEE REQUIRED | AGAETANO |
| Note: 07-09-2024 1. Multiple duct trims not installed. Check all. 2. Master bath shower valve not installed. 3. Master bath linen closet door not installed. 4. Multiple loose outlets throughout. Check all. 5. Disposal not working. 6. Energy calcs not on site. Contractor not ready. A complete inspection is required. | |||
| U -UTILITY RESIDENTIAL FINAL | 07/09/2024 | FINAL APPROVED | LFITZGERALD |
| Note: Inspector Notes from Inspection 9035 *** NOTES ADDED BY LFITZGERALD 5/31/2024 1:32:10 PM *** no irr-no cross connection | |||
| ROW - FINAL APRON (AFTER POUR) | 07/08/2024 | 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. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/08/2024 | APPROVED | TPOLACEK |
| Note: Inspector Notes from Inspection 9270 06/06/24 TPOLACEK*** SUGGEST BUILDER RAISE THE FRONT BOARD ALONG ROADEDGE TO 1"-2" MAX ABOVE EDGE OF ROAD TO HELP WITH EXTREME SLOPE OF APRON. 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. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/5/2024 - PREVIOUS INSPECTION NOTES TALKED WITH TOM THAT WAS THE FIRST INSPECTOR AND STATES THAT THEY DIDN'T HAVE ALL THE FILL IN THE DRIVEWAY AT THIS TIME OF THIS INSPECTION PLEASE SEE NOTE OF TODAYS FOR CORRECTIONS. 1) THERE ARE AREAS IN YOUR POURING AREA THAT DON'T GIVE YOU THE MINIMUM AMOUNT OF CONCRETE. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete. 2) SOIL THAT WAS PUT IN POURING AREA IS TOO SOFT NEED TO COMPACT SOIL TO CITY'S STANDARDS TO PASS. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ---------------------------------------------------------------------------------------- 5/31/2024 - PREVIOUS INSPECTION NOTES 05/31/24 TPOLACEK*** CULVERT IS OUT OF TOLERANCE PLEASE RESET PIPE AND MAKE SURE ALL FORM BOARD ARE CONTACTING THE GROUND TO PREVENT OVER POUR. YOU MAY EXTEND BOARDS OR BACK FILL WITH MATERIAL. 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 07/08/2024 | APPROVED | TPOLACEK |
| Note: UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. AT THE 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. | |||
| ROW - STORMWATER FINAL | 07/08/2024 | 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 | |||
| ROW- PRE-APRON (PRE-POUR) | 06/06/2024 | APPROVED - AS NOTED | TPOLACEK |
| Note: 06/06/24 TPOLACEK*** SUGGEST BUILDER RAISE THE FRONT BOARD ALONG ROADEDGE TO 1"-2" MAX ABOVE EDGE OF ROAD TO HELP WITH EXTREME SLOPE OF APRON. 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. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/5/2024 - PREVIOUS INSPECTION NOTES TALKED WITH TOM THAT WAS THE FIRST INSPECTOR AND STATES THAT THEY DIDN'T HAVE ALL THE FILL IN THE DRIVEWAY AT THIS TIME OF THIS INSPECTION PLEASE SEE NOTE OF TODAYS FOR CORRECTIONS. 1) THERE ARE AREAS IN YOUR POURING AREA THAT DON'T GIVE YOU THE MINIMUM AMOUNT OF CONCRETE. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete. 2) SOIL THAT WAS PUT IN POURING AREA IS TOO SOFT NEED TO COMPACT SOIL TO CITY'S STANDARDS TO PASS. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ---------------------------------------------------------------------------------------- 5/31/2024 - PREVIOUS INSPECTION NOTES 05/31/24 TPOLACEK*** CULVERT IS OUT OF TOLERANCE PLEASE RESET PIPE AND MAKE SURE ALL FORM BOARD ARE CONTACTING THE GROUND TO PREVENT OVER POUR. YOU MAY EXTEND BOARDS OR BACK FILL WITH MATERIAL. 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ROW- PRE-APRON (PRE-POUR) | 06/05/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: TALKED WITH TOM THAT WAS THE FIRST INSPECTOR AND STATES THAT THEY DIDN'T HAVE ALL THE FILL IN THE DRIVEWAY AT THIS TIME OF THIS INSPECTION PLEASE SEE NOTE OF TODAYS FOR CORRECTIONS. 1) THERE ARE AREAS IN YOUR POURING AREA THAT DON'T GIVE YOU THE MINIMUM AMOUNT OF CONCRETE. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete. 2) SOIL THAT WAS PUT IN POURING AREA IS TOO SOFT NEED TO COMPACT SOIL TO CITY'S STANDARDS TO PASS. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ---------------------------------------------------------------------------------------- 5/31/2024 - PREVIOUS INSPECTION NOTES 05/31/24 TPOLACEK*** CULVERT IS OUT OF TOLERANCE PLEASE RESET PIPE AND MAKE SURE ALL FORM BOARD ARE CONTACTING THE GROUND TO PREVENT OVER POUR. YOU MAY EXTEND BOARDS OR BACK FILL WITH MATERIAL. 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ELECTRIC-TUG | 06/05/2024 | APPROVED - AS NOTED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 6/5/2024 3:11:22 PM *** Authorize release of email to FPL @ 3:11p | |||
| ROW- PRE-APRON (PRE-POUR) | 06/04/2024 | CANCELLED BY APPLICANT | WEB |
| Note: 5/31/2024 - PREVIOUS INSPECTION NOTES 05/31/24 TPOLACEK*** CULVERT IS OUT OF TOLERANCE PLEASE RESET PIPE AND MAKE SURE ALL FORM BOARD ARE CONTACTING THE GROUND TO PREVENT OVER POUR. YOU MAY EXTEND BOARDS OR BACK FILL WITH MATERIAL. 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| U-CROSS CONNECTION | 05/31/2024 | APPROVED - AS NOTED | LFITZGERALD |
| Note: *** NOTES ADDED BY LFITZGERALD 5/31/2024 1:32:10 PM *** no irr-no cross connection | |||
| ROW- PRE-APRON (PRE-POUR) | 05/31/2024 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 05/31/24 TPOLACEK*** CULVERT IS OUT OF TOLERANCE PLEASE RESET PIPE AND MAKE SURE ALL FORM BOARD ARE CONTACTING THE GROUND TO PREVENT OVER POUR. YOU MAY EXTEND BOARDS OR BACK FILL WITH MATERIAL. 2 Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ELECTRIC - EARLY POWER | 05/28/2024 | APPROVED | AGAETANO |
| LATH/BRICK/ WATER BARRIER | 05/01/2024 | APPROVED | MKRASKI |
| INSULATION | 04/15/2024 | APPROVED | MKRASKI |
| ALL ROUGH | 04/10/2024 | APPROVED - AS NOTED | AGAETANO |
| Note: 4/9/2024 - PREVIOUS INSPECTION NOTES 1. Slab need to sealed under tub 2. Elec. panel wiring needs to be phased properly 3. Product approval sheet has MI windows on it, Ply gem were installed need a revision approved by Building Dept. before calling in re-inspection Stopped inspection 04-10-2024 Mechanical layout not on site. Check at next inspection. | |||
| ALL ROUGH | 04/09/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 1. Slab need to sealed under tub 2. Elec. panel wiring needs to be phased properly 3. Product approval sheet has MI windows on it, Ply gem were installed need a revision approved by Building Dept. before calling in re-inspection Stopped inspection | |||
| WALL SHEATHING | 03/28/2024 | APPROVED | RSIMS |
| Note: 3/26/2024 - PREVIOUS INSPECTION NOTES 3/26/24 No repairs made 3/21/2024 - PREVIOUS INSPECTION NOTES Wall sheathing not complete must be finished to check nailing pattern | |||
| WALL SHEATHING | 03/26/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 3/26/24 No repairs made 3/21/2024 - PREVIOUS INSPECTION NOTES Wall sheathing not complete must be finished to check nailing pattern | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/26/2024 | APPROVED | MKRASKI |
| ROOF VALLEY & METAL | 03/26/2024 | APPROVED | MKRASKI |
| GRAVITY SEWER TEST | 03/22/2024 | APPROVED | RSIMS |
| SEWER TIE IN | 03/21/2024 | APPROVED | MKRASKI |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/21/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 1. Truss layout does not match what was installed from Mitek packet 2. Silt fence needs to be repaired to orginal condition Make repairs/revisions before next inspection | |||
| WALL SHEATHING | 03/21/2024 | Disapproved - NO FEE | MKRASKI |
| Note: Wall sheathing not complete must be finished to check nailing pattern | |||
| FOUND SURVEY APPROVED (OFFICE) | 03/20/2024 | APPROVED | TDOAK |
| TIE BEAM / LINTEL | 03/05/2024 | APPROVED | MKRASKI |
| MONOLITHIC SLAB | 02/22/2024 | APPROVED | MKRASKI |
| MONOLITHIC SLAB | 02/15/2024 | Disapproved - NO FEE | LMILLER |
| Note: 2-15-24 Revision needed, front porch still not per plans (check notes and call-outs on foundation page) 2/14/2024 - PREVIOUS INSPECTION NOTES Front entry not per detail, high lighted on foundation plan | |||
| MONOLITHIC SLAB | 02/14/2024 | Disapproved - NO FEE | MKRASKI |
| Note: Front entry not per detail, high lighted on foundation plan | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 02/08/2024 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 01/03/2024 | APPROVED | TCHURCHILL |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 06/21/2024 | 06/24/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 03/19/2024 | 03/20/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/19/2024 | 03/20/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BADMIN | CANCEL | 03/01/2024 | 03/04/2024 |
| Note: document submited as foundation survey is not a survey | |||
| ENGIN1 | COMPLETE | 02/21/2024 | 02/21/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 02/15/2024 | 02/20/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Formboard survey is unacceptable as foundation survey. Please submit foundation survey showing location, dimensions and elevation of finished concrete foundation/slab. | |||
| ENGIN1 | HOLD | 02/12/2024 | 02/12/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Formboard survey is unacceptable as foundation survey. Please submit foundation survey showing location, dimensions and elevation of finished concrete foundation/slab. | |||
| ZON | COMPLETE | 02/12/2024 | 02/12/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/24/2024 | 01/25/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/02/2023 | 11/03/2023 |
| Note: Released By: KATIE TAING - (386)986-3751 - KTAING@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 11/02/2023 | 11/03/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 11/02/2023 | 11/02/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 11/02/2023 | 11/15/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 10/24/2023 | 12/14/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 10/23/2023 | 10/24/2023 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 10/23/2023 | 10/24/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 10/23/2023 | 10/26/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/23/2023 | 10/24/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 10/23/2023 | 10/24/2023 |
| LOCATE | COMPLETE | 10/23/2023 | 10/30/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 10/23/2023 | 10/26/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Design location on Energy Calcs needs to be St.augustine | |||
| SW1 | COMPLETE | 10/23/2023 | 11/01/2023 |
| Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM | |||
| ZON | HOLD | 10/23/2023 | 10/24/2023 |
| Note: Held By: KATIE TAING - (386)986-3751 - KTAING@PALMCOASTGOV.COM Floor plan and elevations plans don't match Site plan and Landscape plan. The site plan and landscape plan have the additional tandem 3rd car garage and the engineered drawings have only the standard two-car garage. Please resubmit whichever of these plans are incorrect. | |||
| BADMIN | COMPLETE | 10/23/2023 | 10/26/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REINSPECTION RESIDENTIAL | ¤40.00 | 07/09/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 07/01/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 07/01/2024 |
| PLAN REVIEW - REVISION | ¤32.50 | 07/01/2024 |
| WATER- TURN ON | ¤25.00 | 12/12/2023 |
| ADJUSTMENT 50% | (¤410.36) | 12/12/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 12/12/2023 |
| INSPECTION - RESIDENTIAL | ¤616.00 | 12/12/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤174.72 | 12/12/2023 |
| SW ENG - REVIEW 20 | ¤20.00 | 12/12/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 12/12/2023 |
| SEWER INSPECTION | ¤25.00 | 12/12/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 12/12/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 12/12/2023 |
| SITE PLAN 30 | ¤30.00 | 12/12/2023 |
| CONNECTION FEES | ¤1,166.26 | 12/12/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 12/12/2023 |
| IMPACT FEE FIRE | ¤428.09 | 12/12/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 12/12/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 12/12/2023 |
| IMPACT FEE PARKS | ¤1,800.99 | 12/12/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 12/12/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 12/12/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 12/12/2023 |
| SURCHARGE FS 533.721 | ¤4.10 | 12/12/2023 |
| SURCHARGE - FS 468.631 | ¤6.16 | 12/12/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 12/12/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 12/12/2023 |
| SW ENG PRE APRON | ¤30.00 | 12/12/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,482.16 |