Status: COED

Parcel Id: 07-11-31-7029-00320-0090

CONDITIONED SPACE: 2000 sqft

GARAGE: 476 sqft

OPENED PORCH (WITH ROOF) : 197 sqft

OPENED PORCH (WITH ROOF) : 144 sqft

Total Square Footage: 2817 sqft

Block: 00320

Subdivision: 2209 - SECTION 29-ROYAL PALMS

Job Phone: 912-258-2201

Location Address: 27 RYDELL LN

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 03/17/2023

NOC: RECORDED

Applicant name: JAMES FUCETOLA III

Owner: PALM COAST COMMUNITIES LLC

Address PO BOX 22547 ST SIMONS ISLAND, GA 31522

Lot: 0090

Contracted Stated Job Value: ¤195,000.00

Job Description: Single Family House

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	12/22/2023	FINAL APPROVED	JWALKER
U -UTILITY RESIDENTIAL FINAL	12/22/2023	FINAL APPROVED	LFITZGERALD
Note: Inspector Notes from Inspection 9035 no irr-no cross connection
ROW - FINAL APRON (AFTER POUR)	12/21/2023	APPROVED	TPOLACEK
Note: 12/21/23 PIPE IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE. 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.
ROW- FINAL SURVEY/GRADING CERTIFICATION	12/21/2023	APPROVED	TPOLACEK
Note: 12/21/23 UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. 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. Inspector Notes from Inspection 9270 11/14/23 PIPE IS GOOD. PLEASE MAKE SURE ALL ASPHALT PIECES ARE REMOVED FROM THE POUR AREA BEFORE POURING. 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. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
ROW FIELD SURVEY /GRADING CERTIFICATION	12/21/2023	APPROVED	TPOLACEK
Note: 12/21/23 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
ROW - STORMWATER FINAL	12/21/2023	APPROVED	TPOLACEK
Note: 12/21/23 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.
U-CROSS CONNECTION	12/13/2023	APPROVED - AS NOTED	LFITZGERALD
Note: no irr-no cross connection
ROW- PRE-APRON (PRE-POUR)	11/14/2023	APPROVED - AS NOTED	FSLADISH
Note: 11/14/23 PIPE IS GOOD. PLEASE MAKE SURE ALL ASPHALT PIECES ARE REMOVED FROM THE POUR AREA BEFORE POURING. 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. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
ELECTRIC - EARLY POWER	10/30/2023	APPROVED	JWALKER
U - SEWER TIE IN	10/18/2023	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
PEP TANK INSTALLATION REQUEST	10/06/2023	APPROVED	CBOWERMASTER
INSULATION	09/29/2023	APPROVED	JWALKER
Note: 9/28/2023 - PREVIOUS INSPECTION NOTES 9-28-23 need the revisions approved and on site for inspection (none of the notes below could be checked). Inspector Notes from Inspection 2420 9/12/23 The plans for the knee wall have been submitted but have not been approved. The Revision for the change of the duct work listed below has not been submitted. The contractor may insulate all areas except for the knee wall area as this will need to be reispected. The insulation inspection cannot be passed until the above listed corrections have been completed. 8/11/2023 - PREVIOUS INSPECTION NOTES 8/11/23 1. The knee wall detail submitted to the building department has been rejected. 2. The front den area shown on the duct layout has been constructed as a bed room with a closet. There will need to a return for the HVAC installed. An engineering revision must be submitted to the building department showing this layout change. 3. Install a nail plate to chord of the wall at the right side bathroom plumbing vent. 4. 5' head test is not holding water. 5. The bath room fans need to have a proper 3" to 4" duct connector installed. 6. The return plenum constructed of duct board need to have the corners sealed. Insulation cannot be exposed. 7/27/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2320 1. Truss T09, the uplift at the bearing wall shown on the engineering page area 10 shows an uplift of 1728. The 2 SDWC screws at the bearing wall do not meet that requirement. The support column below the truss and required anchors for the support column are not detailed on the drawings. 2. Trusses T21,22,23,24,25,26 and 27. Are shown bearing on block. Appears the block wall was not continued to the needed height. The contractor has built a 2x6 kneewall. This is not detailed in the drawings. 3. The Bearing wall detail on page 6/6 shows SP anchors are to be used at each stud top and bottom. The letter submitted to the building department does not give specific for the use of the SDWC screws. Only one screw has been used top and bottom at every other stud. For the 3 listed items above. Please have the engineer submitt revisions to the building department showing specific anchorage requirements for the bearing wall, The knee wall. and the girder truss T09 along with the support column, The contractor will need to have these detailed revisions submitted and approved before the all rough inspection can be passed.
INSULATION	09/28/2023	Disapproved -FEE REQUIRED	LMILLER
Note: 9-28-23 need the revisions approved and on site for inspection (none of the notes below could be checked). Inspector Notes from Inspection 2420 9/12/23 The plans for the knee wall have been submitted but have not been approved. The Revision for the change of the duct work listed below has not been submitted. The contractor may insulate all areas except for the knee wall area as this will need to be reispected. The insulation inspection cannot be passed until the above listed corrections have been completed. 8/11/2023 - PREVIOUS INSPECTION NOTES 8/11/23 1. The knee wall detail submitted to the building department has been rejected. 2. The front den area shown on the duct layout has been constructed as a bed room with a closet. There will need to a return for the HVAC installed. An engineering revision must be submitted to the building department showing this layout change. 3. Install a nail plate to chord of the wall at the right side bathroom plumbing vent. 4. 5' head test is not holding water. 5. The bath room fans need to have a proper 3" to 4" duct connector installed. 6. The return plenum constructed of duct board need to have the corners sealed. Insulation cannot be exposed. 7/27/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2320 1. Truss T09, the uplift at the bearing wall shown on the engineering page area 10 shows an uplift of 1728. The 2 SDWC screws at the bearing wall do not meet that requirement. The support column below the truss and required anchors for the support column are not detailed on the drawings. 2. Trusses T21,22,23,24,25,26 and 27. Are shown bearing on block. Appears the block wall was not continued to the needed height. The contractor has built a 2x6 kneewall. This is not detailed in the drawings. 3. The Bearing wall detail on page 6/6 shows SP anchors are to be used at each stud top and bottom. The letter submitted to the building department does not give specific for the use of the SDWC screws. Only one screw has been used top and bottom at every other stud. For the 3 listed items above. Please have the engineer submitt revisions to the building department showing specific anchorage requirements for the bearing wall, The knee wall. and the girder truss T09 along with the support column, The contractor will need to have these detailed revisions submitted and approved before the all rough inspection can be passed.
ALL ROUGH	09/12/2023	APPROVED - AS NOTED	JWALKER
Note: 9/12/23 The plans for the knee wall have been submitted but have not been approved. The Revision for the change of the duct work listed below has not been submitted. The contractor may insulate all areas except for the knee wall area as this will need to be reispected. The insulation inspection cannot be passed until the above listed corrections have been completed. 8/11/2023 - PREVIOUS INSPECTION NOTES 8/11/23 1. The knee wall detail submitted to the building department has been rejected. 2. The front den area shown on the duct layout has been constructed as a bed room with a closet. There will need to a return for the HVAC installed. An engineering revision must be submitted to the building department showing this layout change. 3. Install a nail plate to chord of the wall at the right side bathroom plumbing vent. 4. 5' head test is not holding water. 5. The bath room fans need to have a proper 3" to 4" duct connector installed. 6. The return plenum constructed of duct board need to have the corners sealed. Insulation cannot be exposed. 7/27/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2320 1. Truss T09, the uplift at the bearing wall shown on the engineering page area 10 shows an uplift of 1728. The 2 SDWC screws at the bearing wall do not meet that requirement. The support column below the truss and required anchors for the support column are not detailed on the drawings. 2. Trusses T21,22,23,24,25,26 and 27. Are shown bearing on block. Appears the block wall was not continued to the needed height. The contractor has built a 2x6 kneewall. This is not detailed in the drawings. 3. The Bearing wall detail on page 6/6 shows SP anchors are to be used at each stud top and bottom. The letter submitted to the building department does not give specific for the use of the SDWC screws. Only one screw has been used top and bottom at every other stud. For the 3 listed items above. Please have the engineer submitt revisions to the building department showing specific anchorage requirements for the bearing wall, The knee wall. and the girder truss T09 along with the support column, The contractor will need to have these detailed revisions submitted and approved before the all rough inspection can be passed.
ALL ROUGH	08/11/2023	Disapproved -FEE REQUIRED	JWALKER
Note: 8/11/23 1. The knee wall detail submitted to the building department has been rejected. 2. The front den area shown on the duct layout has been constructed as a bed room with a closet. There will need to a return for the HVAC installed. An engineering revision must be submitted to the building department showing this layout change. 3. Install a nail plate to chord of the wall at the right side bathroom plumbing vent. 4. 5' head test is not holding water. 5. The bath room fans need to have a proper 3" to 4" duct connector installed. 6. The return plenum constructed of duct board need to have the corners sealed. Insulation cannot be exposed. 7/27/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2320 1. Truss T09, the uplift at the bearing wall shown on the engineering page area 10 shows an uplift of 1728. The 2 SDWC screws at the bearing wall do not meet that requirement. The support column below the truss and required anchors for the support column are not detailed on the drawings. 2. Trusses T21,22,23,24,25,26 and 27. Are shown bearing on block. Appears the block wall was not continued to the needed height. The contractor has built a 2x6 kneewall. This is not detailed in the drawings. 3. The Bearing wall detail on page 6/6 shows SP anchors are to be used at each stud top and bottom. The letter submitted to the building department does not give specific for the use of the SDWC screws. Only one screw has been used top and bottom at every other stud. For the 3 listed items above. Please have the engineer submitt revisions to the building department showing specific anchorage requirements for the bearing wall, The knee wall. and the girder truss T09 along with the support column, The contractor will need to have these detailed revisions submitted and approved before the all rough inspection can be passed.
ALL ROUGH	07/27/2023	Disapproved -FEE REQUIRED	JWALKER
Note: Inspector Notes from Inspection 2320 1. Truss T09, the uplift at the bearing wall shown on the engineering page area 10 shows an uplift of 1728. The 2 SDWC screws at the bearing wall do not meet that requirement. The support column below the truss and required anchors for the support column are not detailed on the drawings. 2. Trusses T21,22,23,24,25,26 and 27. Are shown bearing on block. Appears the block wall was not continued to the needed height. The contractor has built a 2x6 kneewall. This is not detailed in the drawings. 3. The Bearing wall detail on page 6/6 shows SP anchors are to be used at each stud top and bottom. The letter submitted to the building department does not give specific for the use of the SDWC screws. Only one screw has been used top and bottom at every other stud. For the 3 listed items above. Please have the engineer submitt revisions to the building department showing specific anchorage requirements for the bearing wall, The knee wall. and the girder truss T09 along with the support column, The contractor will need to have these detailed revisions submitted and approved before the all rough inspection can be passed.
LATH/BRICK/ WATER BARRIER	07/10/2023	APPROVED - AS NOTED	MKRASKI
Note: 1. Truss T09, the uplift at the bearing wall shown on the engineering page area 10 shows an uplift of 1728. The 2 SDWC screws at the bearing wall do not meet that requirement. The support column below the truss and required anchors for the support column are not detailed on the drawings. 2. Trusses T21,22,23,24,25,26 and 27. Are shown bearing on block. Appears the block wall was not continued to the needed height. The contractor has built a 2x6 kneewall. This is not detailed in the drawings. 3. The Bearing wall detail on page 6/6 shows SP anchors are to be used at each stud top and bottom. The letter submitted to the building department does not give specific for the use of the SDWC screws. Only one screw has been used top and bottom at every other stud. For the 3 listed items above. Please have the engineer submitt revisions to the building department showing specific anchorage requirements for the bearing wall, The knee wall. and the girder truss T09 along with the support column, The contractor will need to have these detailed revisions submitted and approved before the all rough inspection can be passed.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	07/07/2023	APPROVED - AS NOTED	JWALKER
Note: 1. Truss T09, the uplift at the bearing wall shown on the engineering page area 10 shows an uplift of 1728. The 2 SDWC screws at the bearing wall do not meet that requirement. The support column below the truss and required anchors for the support column are not detailed on the drawings. 2. Trusses T21,22,23,24,25,26 and 27. Are shown bearing on block. Appears the block wall was not continued to the needed height. The contractor has built a 2x6 kneewall. This is not detailed in the drawings. 3. The Bearing wall detail on page 6/6 shows SP anchors are to be used at each stud top and bottom. The letter submitted to the building department does not give specific for the use of the SDWC screws. Only one screw has been used top and bottom at every other stud. For the 3 listed items above. Please have the engineer submitt revisions to the building department showing specific anchorage requirements for the bearing wall, The knee wall. and the girder truss T09 along with the support column, The contractor will need to have these detailed revisions submitted and approved before the all rough inspection can be passed.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	07/05/2023	Disapproved - NO FEE	JWALKER
Note: Unable to locate a truss layout drawing in the prints or attached to the mitek truss engineering packet. This appears to be an on going failure with several of the builders homes. Please ensure the truss drawings are onsite for all future roof brace inspections to avoid fees and delays. INSPECTION STOPPED DUE TO MISSING TRUSS ENGINEERING DRAWINGS.
ROOF VALLEY & METAL	06/16/2023	APPROVED	JWALKER
ROOF SHEATHING	06/12/2023	APPROVED	BTAYLOR
WALL SHEATHING	06/12/2023	APPROVED	BTAYLOR
FOUND SURVEY APPROVED (OFFICE)	06/05/2023	APPROVED	TBAKER
TIE BEAM / LINTEL	05/30/2023	APPROVED - AS NOTED	RSIMS
Note: 5/30/23: Persuant to the Contractor's News letter and Florida Building Codes 319.1 & 501.2 (& Emergency Services) - Address must be marked on the exterior of the home & be visible from the street with 4" tall minimum, contrasting color lettering. (New construction - marking the windows with flourescent or reflective paint/other is acceptable).
MONOLITHIC SLAB	05/18/2023	APPROVED	JWALKER
GRAVITY SEWER TEST	05/12/2023	APPROVED	MGIBSON
PLUMBING 1ST ROUGH UNDERGROUND	05/11/2023	APPROVED - AS NOTED	MGIBSON
Note: FIRST ROUGH PLUMBING APPRROVED . GRAVITY SEWER NEEDS TO BE SCHEDULED FOR 5/12/23
WATER METER INSTALLATION REQUEST	05/08/2023	APPROVED	CSTONE
WATER METER INSTALLATION REQUEST	04/25/2023	APPROVED	CSTONE
Note: 4/3/2023 1:27:16 PM- PREVIOUS INSPECTION NOTES not cleared
WATER METER INSTALLATION REQUEST	03/31/2023	Disapproved - NO FEE	CSTONE
Note: not cleared

Review History

Department	Status	Date In	Date Out
BLD	COMPLETE	09/22/2023	09/26/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	COMPLETE	09/22/2023	09/22/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BADMIN	INFORMATION	09/21/2023	09/21/2023
Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM Documents/Files named incorrectly o Please rename your files in accordance with the naming convention outlined in our ‘document requirements’ located on the permit portal page http://docs.palmcoastgov.com/departments/building/online/document-requirements.pdf o It is important that all submittals follow the guidelines for efficient plan review and record retention accuracy. o You may add to your file name AFTER the above naming convention has been met. Examples Document type: Plans File name : Plans Document type: Foundation Survey File name: Foundation Survey Document type: Manufactures Specifications File Name: Pool Alarm Document type: Manufactures Specifications File Name: Generator
BLD	COMPLETE	09/01/2023	09/11/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BADMIN	INFORMATION	07/19/2023	07/19/2023
Note: Marked INFORMATION By: LIBBY MUSGROVE - - LMUSGROVE@PALMCOASTGOV.COM Uploaded file name was not correct - Example: Site plan=site plan (do not add anything to the file names like numbers.) Document type and file type must match.
BLD	COMPLETE	07/13/2023	07/17/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	06/05/2023	06/05/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	06/05/2023	06/05/2023
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
BLD	COMPLETE	03/02/2023	03/07/2023
Note: Released By: JPI
CUSVC	COMPLETE	03/02/2023	03/06/2023
Note: Released By: LISA ASBILL - - lasbill@palmcoastgov.com
ELEC	COMPLETE	03/02/2023	03/03/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	03/02/2023	03/02/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	03/02/2023	03/02/2023
Note: not needed
LOCATE	COMPLETE	03/02/2023	03/03/2023
Note: Released By: TONI CHURCHILL - -
MECH	COMPLETE	03/02/2023	03/02/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	COMPLETE	03/02/2023	03/09/2023
Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM
ZON	COMPLETE	03/02/2023	03/03/2023
Note: Released By: MICHELLE RAMOS - - MRAMOS@PALMCOASTGOV.COM
SWALE	COMPLETE	03/02/2023	05/23/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BADMIN	COMPLETE	03/02/2023	03/07/2023
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
PLAN REVIEW - REVISION	¤32.50	01/05/2024
REINSPECTION RESIDENTIAL	¤40.00	01/05/2024
REINSPECTION RESIDENTIAL	¤40.00	01/05/2024
REINSPECTION RESIDENTIAL	¤40.00	01/05/2024
CONNECTION FEES	¤1,166.26	03/17/2023
FIRE IMPACT FEE ADMIN	¤54.36	03/17/2023
FIRE IMPACT FEE ADMIN	(¤54.36)	03/17/2023
FIRE IMPACT FEE ADMIN	¤12.62	03/17/2023
FIRE IMPACT FEE ADMIN	(¤12.62)	03/17/2023
FC IMPACT FEE EMS	¤62.00	03/17/2023
IMPACT FEE FIRE	¤420.52	03/17/2023
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	03/17/2023
FC IMPACT FEE LIBRARY	¤268.00	03/17/2023
IMPACT FEE PARKS	¤1,769.15	03/17/2023
IMPACT FEE SCHOOL	¤5,450.00	03/17/2023
IMPACT FEE TRANSPORTATION	¤1,812.00	03/17/2023
WATER -IRRIGATION INSPECTION	¤25.00	03/17/2023
PARKS IMPACT FEE ADMIN	¤53.07	03/17/2023
PARKS IMPACT FEE ADMIN	(¤53.07)	03/17/2023
SURCHARGE FS 533.721	¤3.04	03/17/2023
SURCHARGE - FS 468.631	¤4.56	03/17/2023
SW ENG - FOUNDATION SURVEY	¤20.00	03/17/2023
SW ENG INSPECTION 80	¤80.00	03/17/2023
SW ENG PRE APRON	¤30.00	03/17/2023
SW ENG - REVIEW 20	¤20.00	03/17/2023
SW ENG RES REVIEW 200	¤200.00	03/17/2023
SEWER CREDIT	(¤1,466.00)	03/17/2023
SEWER INSPECTION	¤25.00	03/17/2023
SEWER CAPITAL FACILITY	¤5,344.82	03/17/2023
WATER CAPITAL FACILITY FEE	¤3,923.88	03/17/2023
SITE PLAN 30	¤30.00	03/17/2023
WATER- TURN ON	¤25.00	03/17/2023
ADJUSTMENT 50%	(¤465.08)	03/17/2023
ADMINISTRATIVE RESIDENTIAL	¤30.00	03/17/2023
INSPECTION - RESIDENTIAL	¤701.25	03/17/2023
PLAN REVIEW - RESIDENTIAL	¤198.90	03/17/2023
Fees	Total Due: ¤0.00	Total Paid: ¤20,048.80