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Permit #2023080173
Permit Details
Status: COED
| Parcel Id: 07-11-31-7057-00180-0070 |
| CONDITIONED SPACE: 2295 sqft |
| GARAGE: 538 sqft |
| OPENED PORCH (WITH ROOF) : 201 sqft |
| OPENED PORCH (WITH ROOF) : 229 sqft |
| Total Square Footage: 3263 sqft |
| Block: 00180 |
| Subdivision: 2123 - SECTION 57-ULYSSES TREES |
| Job Phone: 912-258-2201 |
| Location Address: 50 UHL PATH |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 08/24/2023 |
| NOC: RECORDED |
| Applicant name: JAMES FUCETOLA III |
| Owner: PALM COAST COMMUNITIES LLC |
|
Address PO BOX 22547 ST SIMONS ISLAND, GA 31522 |
| Lot: 0070 |
| Contracted Stated Job Value: ¤195,000.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
PALM COAST COMMUNITIES LLC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
PO BOX 22547 PALM COAST, FL 32164 |
CBC1262878 (Exp: 08/31/2026) | 321-501-4617 |
Sub Contractors
WILLIAM FRANK DUDLEY JR.
| Status | Location Address | State License Number | Phone |
| ACTIVE |
P.O. BOX 978 Bunnell, FL 32110 |
EC0003177 (Exp: 08/31/2026) | (386)437-3068 |
OLEG BELINSKIY
| Status | Location Address | State License Number | Phone |
| ACTIVE |
19 PINE CIRCLE DRIVE19 PALM COAST, FL 32167 |
CCC1325974 (Exp: 08/31/2026) | 386-263-7906 |
GARY LLOYD SHEFFIELD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
48 EAGLE LAKES DRIVE FLAGLER BEACH, FL 32136 |
CAC048127 (Exp: 08/31/2026) | 386-597-3280 |
JEFFREY TROY SABAKA
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2191 DEERWOOD ACRES DR ST AUGUSTINE, FL 32084 |
CFC1427439 (Exp: 08/31/2026) | 904-838-2218 | 904-819-0965 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 02/22/2024 | FINAL APPROVED | BTAYLOR |
| U -UTILITY RESIDENTIAL FINAL | 02/22/2024 | FINAL APPROVED | JHARDING |
| Note: Inspector Notes from Inspection 9035 No cross connections. | |||
| ROW - FINAL APRON (AFTER POUR) | 02/21/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 2/21/24 PIPE IS GOOD. CUTS ARE MADE. CULVERTS CLEAR. HOT PATCH COMPLETED. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 2/21/24 MINIMUM COPC STANDARDS MET AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 2/21/24 REQUIRED ELEVATION SHOTS ADDED. 2/13/2024 - PREVIOUS INSPECTION NOTES 2/13/24 I NEED ELEVATION SHOTS IN THE REAR AT THE 5 FT LINE EVERY 20FT TO DETERMINE IF DRAINAGE HAS POSITIVE FLOW AROUND AND FOWARD FROM REAR. THE RIGHT SIDE I ALSO NEED TO SEE ELEVATION SHOTS AS INDICATED ON YOUR SITE PLAN ALONG THE OFFSET TO DETERMINE IF YOU HAVE .10 OF FALL FROM REAR TO FRONT EVERY 2O FT AS IS INDICATED BY YOUR PROPOSED ELEVATIONS IN YOUR SITE PLAN. Rear Yard Drainage Sec 300.01(4,5,6) Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side.Positive fall is considered to be 0.10 feet in 20 feet.The minimum fall from the rear property line to the front is 0.50 feet Must have enough elevations to show drainage flow pattern Sec 300.01D2 Sec 300.01 D3 The interior elevations at no greater than a 20 foot grid. There must be sufficient elevation shots to indicate the intended drainage pattern Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) 2/21/24 MINIMUM COPC STRANRDS MET AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. __________________________________________________________________________________________________________________________ 2/13/24 WILL HAVE A SITE MEET WITH BUILDER/GRADER TO DISCUSS RIGHT SIDE GRADING REQUIREMENTS. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/21/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 2/21/24 REQUIRED ELEVATION SHOTS ADDED. 2/13/2024 - PREVIOUS INSPECTION NOTES 2/13/24 I NEED ELEVATION SHOTS IN THE REAR AT THE 5 FT LINE EVERY 20FT TO DETERMINE IF DRAINAGE HAS POSITIVE FLOW AROUND AND FOWARD FROM REAR. THE RIGHT SIDE I ALSO NEED TO SEE ELEVATION SHOTS AS INDICATED ON YOUR SITE PLAN ALONG THE OFFSET TO DETERMINE IF YOU HAVE .10 OF FALL FROM REAR TO FRONT EVERY 2O FT AS IS INDICATED BY YOUR PROPOSED ELEVATIONS IN YOUR SITE PLAN. Rear Yard Drainage Sec 300.01(4,5,6) Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side.Positive fall is considered to be 0.10 feet in 20 feet.The minimum fall from the rear property line to the front is 0.50 feet Must have enough elevations to show drainage flow pattern Sec 300.01D2 Sec 300.01 D3 The interior elevations at no greater than a 20 foot grid. There must be sufficient elevation shots to indicate the intended drainage pattern Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 02/21/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 2/21/24 MINIMUM COPC STANDARDS MET AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 2/21/24 REQUIRED ELEVATION SHOTS ADDED. 2/13/2024 - PREVIOUS INSPECTION NOTES 2/13/24 I NEED ELEVATION SHOTS IN THE REAR AT THE 5 FT LINE EVERY 20FT TO DETERMINE IF DRAINAGE HAS POSITIVE FLOW AROUND AND FOWARD FROM REAR. THE RIGHT SIDE I ALSO NEED TO SEE ELEVATION SHOTS AS INDICATED ON YOUR SITE PLAN ALONG THE OFFSET TO DETERMINE IF YOU HAVE .10 OF FALL FROM REAR TO FRONT EVERY 2O FT AS IS INDICATED BY YOUR PROPOSED ELEVATIONS IN YOUR SITE PLAN. Rear Yard Drainage Sec 300.01(4,5,6) Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side.Positive fall is considered to be 0.10 feet in 20 feet.The minimum fall from the rear property line to the front is 0.50 feet Must have enough elevations to show drainage flow pattern Sec 300.01D2 Sec 300.01 D3 The interior elevations at no greater than a 20 foot grid. There must be sufficient elevation shots to indicate the intended drainage pattern Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) 2/21/24 MINIMUM COPC STRANRDS MET AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. __________________________________________________________________________________________________________________________ 2/13/24 WILL HAVE A SITE MEET WITH BUILDER/GRADER TO DISCUSS RIGHT SIDE GRADING REQUIREMENTS. | |||
| ROW - STORMWATER FINAL | 02/21/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 2/21/24 At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9272 2/21/24 PIPE IS GOOD. CUTS ARE MADE. CULVERTS CLEAR. HOT PATCH COMPLETED. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 2/21/24 MINIMUM COPC STANDARDS MET AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 2/21/24 REQUIRED ELEVATION SHOTS ADDED. 2/13/2024 - PREVIOUS INSPECTION NOTES 2/13/24 I NEED ELEVATION SHOTS IN THE REAR AT THE 5 FT LINE EVERY 20FT TO DETERMINE IF DRAINAGE HAS POSITIVE FLOW AROUND AND FOWARD FROM REAR. THE RIGHT SIDE I ALSO NEED TO SEE ELEVATION SHOTS AS INDICATED ON YOUR SITE PLAN ALONG THE OFFSET TO DETERMINE IF YOU HAVE .10 OF FALL FROM REAR TO FRONT EVERY 2O FT AS IS INDICATED BY YOUR PROPOSED ELEVATIONS IN YOUR SITE PLAN. Rear Yard Drainage Sec 300.01(4,5,6) Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side.Positive fall is considered to be 0.10 feet in 20 feet.The minimum fall from the rear property line to the front is 0.50 feet Must have enough elevations to show drainage flow pattern Sec 300.01D2 Sec 300.01 D3 The interior elevations at no greater than a 20 foot grid. There must be sufficient elevation shots to indicate the intended drainage pattern Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) 2/21/24 MINIMUM COPC STRANRDS MET AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. __________________________________________________________________________________________________________________________ 2/13/24 WILL HAVE A SITE MEET WITH BUILDER/GRADER TO DISCUSS RIGHT SIDE GRADING REQUIREMENTS. | |||
| ROW- PROJECT STATUS | 02/15/2024 | APPROVED | GBERTOLA |
| Note: MEETING WITH THE BUILDER AND THE INSPECTOR | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/13/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 2/13/24 I NEED ELEVATION SHOTS IN THE REAR AT THE 5 FT LINE EVERY 20FT TO DETERMINE IF DRAINAGE HAS POSITIVE FLOW AROUND AND FOWARD FROM REAR. THE RIGHT SIDE I ALSO NEED TO SEE ELEVATION SHOTS AS INDICATED ON YOUR SITE PLAN ALONG THE OFFSET TO DETERMINE IF YOU HAVE .10 OF FALL FROM REAR TO FRONT EVERY 2O FT AS IS INDICATED BY YOUR PROPOSED ELEVATIONS IN YOUR SITE PLAN. Rear Yard Drainage Sec 300.01(4,5,6) Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side.Positive fall is considered to be 0.10 feet in 20 feet.The minimum fall from the rear property line to the front is 0.50 feet Must have enough elevations to show drainage flow pattern Sec 300.01D2 Sec 300.01 D3 The interior elevations at no greater than a 20 foot grid. There must be sufficient elevation shots to indicate the intended drainage pattern Lot must drain. Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) | |||
| U-CROSS CONNECTION | 02/08/2024 | APPROVED - AS NOTED | JHARDING |
| Note: No cross connections. | |||
| ELECTRIC - EARLY POWER | 01/11/2024 | APPROVED | RMARTIN |
| ROW- PRE-APRON (PRE-POUR) | 01/09/2024 | APPROVED | GBERTOLA |
| Note: 1/9/23=AT THE TIME OF THE INSPECTION, THE CULVERT PIPE IS GOOD AND READY TO POUR; THE BUILDER SHOULD DOUBLE-CHECK THE CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300E RESIDENTIAL CULVERT DETAIL ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1/8/2024 - PREVIOUS INSPECTION NOTES NO READY FOR INSPECTION. NOT FORMED YET | |||
| ROW- PRE-APRON (PRE-POUR) | 01/08/2024 | Disapproved -FEE REQUIRED | GBERTOLA |
| Note: NO READY FOR INSPECTION. NOT FORMED YET | |||
| U - SEWER TIE IN | 12/18/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| LATH/BRICK/ WATER BARRIER | 12/01/2023 | APPROVED | BTAYLOR |
| Note: Inspector Notes from Inspection 2420 11/27/23: Check at Insulation Inspection. * Please have address added to job box or window as required by FBC 319.1 / 501.2 * Bedroom 4 Left side of left window is missing an anchor in the middle. 11/22/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2460 11-17-23 1. Overframing needs to be straped to trusses below. | |||
| INSULATION | 12/01/2023 | APPROVED | BTAYLOR |
| Note: Inspector Notes from Inspection 2420 11/27/23: Check at Insulation Inspection. * Please have address added to job box or window as required by FBC 319.1 / 501.2 * Bedroom 4 Left side of left window is missing an anchor in the middle. 11/22/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2460 11-17-23 1. Overframing needs to be straped to trusses below. | |||
| ALL ROUGH | 11/27/2023 | APPROVED - AS NOTED | RSIMS |
| Note: 11/27/23: Check at Insulation Inspection. * Please have address added to job box or window as required by FBC 319.1 / 501.2 * Bedroom 4 Left side of left window is missing an anchor in the middle. 11/22/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2460 11-17-23 1. Overframing needs to be straped to trusses below. | |||
| ALL ROUGH | 11/22/2023 | CANCELLED BY APPLICANT | BTAYLOR |
| Note: Inspector Notes from Inspection 2460 11-17-23 1. Overframing needs to be straped to trusses below. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/17/2023 | APPROVED - AS NOTED | BTAYLOR |
| Note: 11-17-23 1. Overframing needs to be straped to trusses below. | |||
| ROOF VALLEY & METAL | 11/14/2023 | APPROVED | BTAYLOR |
| ROOF SHEATHING | 11/03/2023 | APPROVED | BTAYLOR |
| WALL SHEATHING | 11/03/2023 | APPROVED | BTAYLOR |
| TIE BEAM / LINTEL | 10/25/2023 | APPROVED | BTAYLOR |
| FOUND SURVEY APPROVED (OFFICE) | 10/23/2023 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 10/05/2023 | APPROVED | BTAYLOR |
| PLUMBING 1ST ROUGH UNDERGROUND | 10/04/2023 | APPROVED | BTAYLOR |
| GRAVITY SEWER TEST | 10/04/2023 | APPROVED | BTAYLOR |
| WATER METER INSTALLATION REQUEST | 09/25/2023 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 11/08/2023 | 11/13/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/23/2023 | 10/23/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/23/2023 | 10/23/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 09/22/2023 | 09/22/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 08/25/2023 | 08/25/2023 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Benchmark on survey shown in wrong location - should be at opposite property line. | |||
| ZON | COMPLETE | 08/17/2023 | 08/17/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ZON | HOLD | 08/16/2023 | 08/16/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Landscape plan not for this address | |||
| ZON | HOLD | 08/14/2023 | 08/14/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM House layout on landscape plan doesn't match plans and site plan | |||
| SWALE | COMPLETE | 08/03/2023 | 09/29/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 08/02/2023 | 08/10/2023 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 08/02/2023 | 08/07/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 08/02/2023 | 08/03/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 08/02/2023 | 08/03/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 08/02/2023 | 08/04/2023 |
| LOCATE | COMPLETE | 08/02/2023 | 08/04/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 08/02/2023 | 08/04/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 08/02/2023 | 08/09/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | HOLD | 08/02/2023 | 08/04/2023 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Trees: One tree for every 2500 square ft. All calculations are rounded to the nearest whole number. This property requires 5 trees please make sure its a shade tree as there are 4 crepe myrtes already. | |||
| BADMIN | INFORMATION | 08/02/2023 | 08/02/2023 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM NOC need to include the contractor name and address. Please correct and re-record. | |||
| BADMIN | COMPLETE | 08/02/2023 | 08/11/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM |
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 20 | ¤20.00 | 02/23/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 02/23/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 08/24/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 08/24/2023 |
| TRANS IMPACT FEE ADMIN | ¤54.36 | 08/24/2023 |
| TRANS IMPACT FEE ADMIN | (¤54.36) | 08/24/2023 |
| SEWER CREDIT | (¤850.00) | 08/24/2023 |
| SEWER INSPECTION | ¤25.00 | 08/24/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 08/24/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 08/24/2023 |
| SITE PLAN 30 | ¤30.00 | 08/24/2023 |
| WATER- TURN ON | ¤25.00 | 08/24/2023 |
| ADJUSTMENT 50% | (¤533.91) | 08/24/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 08/24/2023 |
| INSPECTION - RESIDENTIAL | ¤808.50 | 08/24/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤229.32 | 08/24/2023 |
| CONNECTION FEES | ¤1,166.26 | 08/24/2023 |
| FIRE IMPACT FEE ADMIN | ¤12.62 | 08/24/2023 |
| FIRE IMPACT FEE ADMIN | (¤12.62) | 08/24/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 08/24/2023 |
| IMPACT FEE FIRE | ¤420.52 | 08/24/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 08/24/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 08/24/2023 |
| IMPACT FEE PARKS | ¤1,769.15 | 08/24/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 08/24/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 08/24/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 08/24/2023 |
| PARKS IMPACT FEE ADMIN | ¤53.07 | 08/24/2023 |
| PARKS IMPACT FEE ADMIN | (¤53.07) | 08/24/2023 |
| SURCHARGE FS 533.721 | ¤5.34 | 08/24/2023 |
| SURCHARGE - FS 468.631 | ¤8.01 | 08/24/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 08/24/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 08/24/2023 |
| SW ENG PRE APRON | ¤30.00 | 08/24/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤20,636.89 |