Status: COED

Parcel Id: 07-11-31-7058-00400-0160

CONDITIONED SPACE: 1500 sqft

GARAGE: 396 sqft

OPENED PORCH (WITH ROOF) : 112 sqft

Total Square Footage: 2008 sqft

Block: 00400

Subdivision: 2215 - SECTION 58-SEMINOLE PARK

Job Phone: 202-494-2019

Location Address: 12 SERIEMA PL

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 02/01/2024

NOC: RECORDED

Applicant name: GARY ANDREW FISCHER

Owner: INB BFR FUND 1 LLC

Address 3670 MAGUIRE BOULEVARD ORLANDO, FL 32803

Address SUITE 220 ORLANDO, FL 32803

Lot: 0160

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

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

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

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	10/25/2024	FINAL APPROVED	BTAYLOR
Note: 10/23/2024 - PREVIOUS INSPECTION NOTES 10-23-24 1. Heat strip not marked off. 2. No insulation cert on site.
BLD - BUILDING FINAL	10/23/2024	Disapproved - NO FEE	BTAYLOR
Note: 10-23-24 1. Heat strip not marked off. 2. No insulation cert on site.
ROW - FINAL APRON (AFTER POUR)	10/23/2024	APPROVED	FSLADISH
Note: 10/23/24 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. _____________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 10/21/24 SUB WAS ON SITE FIXING RIGHT SIDE SWALE AT THE TIME OF THIS INSPECTION SO I AM APPROVING THIS INSPECTION AS NOTED THAT I WILL ALLOW YOU TO MOVE FORWARD AND WILL LOOK TO MAKE SURE OF CORRECTIONS BEFORE ROW FINAL PASSAGE. 10/17/2024 - PREVIOUS INSPECTION NOTES 10/17/24 UPON WALKING PROPERTY DETERMINED THAT LEFT SIDE REAR DOES'NT SEEM TO BE AN ISSUE. THE RIGHT SIDE PROPERTY LINE SHOULD BE A COMMON SWALE. YOUR PROPERTY IS HIGHER AT THE ADJOINING PROPERTY LINE EVEN PAST WHERE YOU HAVE BUILT A BERM. A COMMON SWALE IS ACHIEVABLE BASED ON THE ELEVATION NUMBERS PROVIDED IN YOUR SITE PLAN. THIS WILL NEED TO BE A COMMON SWALE ON THE RIGHT SIDE ABUTTING PROPERTIES. 8Rear yard will be drained Sec 300.01-C.7 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale. Flooding or draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement. 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 12 Common Swale required when possible Sec 300.03 C1c Sec 300.03 C1c When grading against a developable vacant lot a 'Common Swale' (meaning the drainage conveyance is on the property line) is required. Inspector Notes from Inspection 9463 10/17/24 ON YOUR NEW SURVEY YOU ARE SHOWING A SHORT BERM ON THE RIGHT REAR ADJOING PROPERTY LINE TO KEEP FROM IMPACTING THE ADJOINING LOT. YOUR SITE PLAN PROPOSED A COMMON SWALE AS THESE PROPERTIES ARE BOTH NEW BUILDS. ON YOUR SITE PLAN IN THE REAR LEFT PROPERTY LINE YOU PROPOSED A 27.40 AND A 27.30 THE LAST TWO ELEVATION SHOTS ON THE LEFT 5 FT OFFSET ARE 28.10 WHICH IS 7 AND 8 TENTHS HIGHER THAN PROPOSED. I AM GOING TO SEE IF THE SURVEY MATCHES THE FIELD AND DETERMINE WHAT VERIFIES. I AM APPROVING THIS AS NOTED THAT BASED ON FIELD FINDINGS CORRECTIONS MAY BE REQUIRED. ________________________________________________________________________________________________________________________ 10/14/2024 - PREVIOUS INSPECTION NOTES 10/14/24 ON THE RIGHT SIDE PROPERTY LINE TOWARDS THE REAR YOU ARE SHOWING 27.20 AT THE CORNER THEN GOING TO A 27.00 BACK UP TO A 27.20 WHICH IS UPHILL. AT THAT 27.20 SHOT YOU ARE SHOWING A COMMON SWALE, BUT THE DRAINAGE PATTERN SHOWS THE DRAINAGE FLOW GOING FROM 27.40 IN THE REAR QUADRANT FLOWING DOWN , AROUND TO THE 27.20 THEN DOWN TO 26.50 AT THE 10 FT OFFSET ON THE ADJOINING PROPERTY. THAT SHOWS DRAINAGE RUNNING STRAIGHT ONTO THE ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. 7Rear 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. Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 10/11/2024 - PREVIOUS INSPECTION NOTES City of Palm Coast Building Services CONTRACTORS NEWSFLASH Hurricane Milton- Stormwater Operations October 9, 2024 In anticipation of Hurricane Milton, the city has suspended normal Stormwater / Engineering Department (in addition to the Building Department) operations on Thursday and Friday. (original notice anticipated resuming on Friday). Normal operations are expected to resume on Monday, October 14th. Inspections scheduled for Thursday or Friday will not be performed and will be cancelled. Please rereschedule when you are ready. Now is the time to activate your hurricane preparedness plan and ensure that all jobsites are clear of debris that could become airborne projectiles. Construction sites should be secured, and swales and temporary culvert pipes are free flowing, are not obstructed in any way and checked for all appropriate erosion/sediment control measures as needed. ________________________________________ For more information about Building Services, visit http://www.palmcoastgov.com/government/building. Links of Interest • Schedule an inspection or pay for permit fees at : http://www.palmcoastgov.com/eplanreview • Search permits by permit number or address at http://www.palmcoastgov.com/eplanreview • Search permits by date, type, contractor at http://www.palmcoastgov.com/search/permits • Provide feedback at http://www.palmcoastgov.com/government/building/permit-feedback 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24 YOUR FFE HAS GONE UP THREE HUNDRETHS ON THIS NEW SURVEY. YOUR 27.50 ELEVATION SHOT ON THE LEFT SIDE MIDDLE OF THE STRUCTURE IS SHOWING 27.50 STILL NOT THE REQUIRED 4" BELOW FFE FOR BLOCK CONSTRUCTION. YOU ARE SHOWING A 27.95 10' OF THE REAR LEFT SIDE OF THE STRUCTURE INDICATING THAT DRAINAGE WILL HAVE NEGATIVE IMPACTS ON THE STRUCTURE WHERE YOUR ARE SHOWING AN ELEVATION OF 27.45 AT THE CORNER. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ 12 Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 9/24/2024 - PREVIOUS INSPECTION NOTES ALL SOD ELEVATIONS AGAINST THE HOUSE NEED TO BE 4" BELOW FFE. Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures.
ROW - STORMWATER FINAL	10/23/2024	APPROVED - AS NOTED	FSLADISH
Note: 10/23/24 SPOKE WITH BILL CM ONE SMALL AREA IN BACKPROPERTY LINE NEED A COUPLE PIECES OF SOD. BILL ASSURED ME IT WOULD BE TAKEN CARE OF ASAP. PASSING AS NOTED. AT THE TIME OF THIS INSPECTIONS ALL COPC REQUIREMENTS WERE MET, NEITHER 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 ____________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 10/21/24 SUB WAS ON SITE FIXING RIGHT SIDE SWALE AT THE TIME OF THIS INSPECTION SO I AM APPROVING THIS INSPECTION AS NOTED THAT I WILL ALLOW YOU TO MOVE FORWARD AND WILL LOOK TO MAKE SURE OF CORRECTIONS BEFORE ROW FINAL PASSAGE. 10/17/2024 - PREVIOUS INSPECTION NOTES 10/17/24 UPON WALKING PROPERTY DETERMINED THAT LEFT SIDE REAR DOES'NT SEEM TO BE AN ISSUE. THE RIGHT SIDE PROPERTY LINE SHOULD BE A COMMON SWALE. YOUR PROPERTY IS HIGHER AT THE ADJOINING PROPERTY LINE EVEN PAST WHERE YOU HAVE BUILT A BERM. A COMMON SWALE IS ACHIEVABLE BASED ON THE ELEVATION NUMBERS PROVIDED IN YOUR SITE PLAN. THIS WILL NEED TO BE A COMMON SWALE ON THE RIGHT SIDE ABUTTING PROPERTIES. 8Rear yard will be drained Sec 300.01-C.7 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale. Flooding or draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement. 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 12 Common Swale required when possible Sec 300.03 C1c Sec 300.03 C1c When grading against a developable vacant lot a 'Common Swale' (meaning the drainage conveyance is on the property line) is required. Inspector Notes from Inspection 9463 10/17/24 ON YOUR NEW SURVEY YOU ARE SHOWING A SHORT BERM ON THE RIGHT REAR ADJOING PROPERTY LINE TO KEEP FROM IMPACTING THE ADJOINING LOT. YOUR SITE PLAN PROPOSED A COMMON SWALE AS THESE PROPERTIES ARE BOTH NEW BUILDS. ON YOUR SITE PLAN IN THE REAR LEFT PROPERTY LINE YOU PROPOSED A 27.40 AND A 27.30 THE LAST TWO ELEVATION SHOTS ON THE LEFT 5 FT OFFSET ARE 28.10 WHICH IS 7 AND 8 TENTHS HIGHER THAN PROPOSED. I AM GOING TO SEE IF THE SURVEY MATCHES THE FIELD AND DETERMINE WHAT VERIFIES. I AM APPROVING THIS AS NOTED THAT BASED ON FIELD FINDINGS CORRECTIONS MAY BE REQUIRED. ________________________________________________________________________________________________________________________ 10/14/2024 - PREVIOUS INSPECTION NOTES 10/14/24 ON THE RIGHT SIDE PROPERTY LINE TOWARDS THE REAR YOU ARE SHOWING 27.20 AT THE CORNER THEN GOING TO A 27.00 BACK UP TO A 27.20 WHICH IS UPHILL. AT THAT 27.20 SHOT YOU ARE SHOWING A COMMON SWALE, BUT THE DRAINAGE PATTERN SHOWS THE DRAINAGE FLOW GOING FROM 27.40 IN THE REAR QUADRANT FLOWING DOWN , AROUND TO THE 27.20 THEN DOWN TO 26.50 AT THE 10 FT OFFSET ON THE ADJOINING PROPERTY. THAT SHOWS DRAINAGE RUNNING STRAIGHT ONTO THE ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. 7Rear 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. Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 10/11/2024 - PREVIOUS INSPECTION NOTES City of Palm Coast Building Services CONTRACTORS NEWSFLASH Hurricane Milton- Stormwater Operations October 9, 2024 In anticipation of Hurricane Milton, the city has suspended normal Stormwater / Engineering Department (in addition to the Building Department) operations on Thursday and Friday. (original notice anticipated resuming on Friday). Normal operations are expected to resume on Monday, October 14th. Inspections scheduled for Thursday or Friday will not be performed and will be cancelled. Please rereschedule when you are ready. Now is the time to activate your hurricane preparedness plan and ensure that all jobsites are clear of debris that could become airborne projectiles. Construction sites should be secured, and swales and temporary culvert pipes are free flowing, are not obstructed in any way and checked for all appropriate erosion/sediment control measures as needed. ________________________________________ For more information about Building Services, visit http://www.palmcoastgov.com/government/building. Links of Interest • Schedule an inspection or pay for permit fees at : http://www.palmcoastgov.com/eplanreview • Search permits by permit number or address at http://www.palmcoastgov.com/eplanreview • Search permits by date, type, contractor at http://www.palmcoastgov.com/search/permits • Provide feedback at http://www.palmcoastgov.com/government/building/permit-feedback 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24 YOUR FFE HAS GONE UP THREE HUNDRETHS ON THIS NEW SURVEY. YOUR 27.50 ELEVATION SHOT ON THE LEFT SIDE MIDDLE OF THE STRUCTURE IS SHOWING 27.50 STILL NOT THE REQUIRED 4" BELOW FFE FOR BLOCK CONSTRUCTION. YOU ARE SHOWING A 27.95 10' OF THE REAR LEFT SIDE OF THE STRUCTURE INDICATING THAT DRAINAGE WILL HAVE NEGATIVE IMPACTS ON THE STRUCTURE WHERE YOUR ARE SHOWING AN ELEVATION OF 27.45 AT THE CORNER. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ 12 Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 9/24/2024 - PREVIOUS INSPECTION NOTES ALL SOD ELEVATIONS AGAINST THE HOUSE NEED TO BE 4" BELOW FFE. Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures.
U -UTILITY RESIDENTIAL FINAL	10/23/2024	FINAL APPROVED	BWRIGHT
Note: Inspector Notes from Inspection 9035 No IRR. No CC
ROW FIELD SURVEY /GRADING CERTIFICATION	10/21/2024	APPROVED - AS NOTED	FSLADISH
Note: 10/21/24 SUB WAS ON SITE FIXING RIGHT SIDE SWALE AT THE TIME OF THIS INSPECTION SO I AM APPROVING THIS INSPECTION AS NOTED THAT I WILL ALLOW YOU TO MOVE FORWARD AND WILL LOOK TO MAKE SURE OF CORRECTIONS BEFORE ROW FINAL PASSAGE. 10/17/2024 - PREVIOUS INSPECTION NOTES 10/17/24 UPON WALKING PROPERTY DETERMINED THAT LEFT SIDE REAR DOES'NT SEEM TO BE AN ISSUE. THE RIGHT SIDE PROPERTY LINE SHOULD BE A COMMON SWALE. YOUR PROPERTY IS HIGHER AT THE ADJOINING PROPERTY LINE EVEN PAST WHERE YOU HAVE BUILT A BERM. A COMMON SWALE IS ACHIEVABLE BASED ON THE ELEVATION NUMBERS PROVIDED IN YOUR SITE PLAN. THIS WILL NEED TO BE A COMMON SWALE ON THE RIGHT SIDE ABUTTING PROPERTIES. 8Rear yard will be drained Sec 300.01-C.7 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale. Flooding or draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement. 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 12 Common Swale required when possible Sec 300.03 C1c Sec 300.03 C1c When grading against a developable vacant lot a 'Common Swale' (meaning the drainage conveyance is on the property line) is required. Inspector Notes from Inspection 9463 10/17/24 ON YOUR NEW SURVEY YOU ARE SHOWING A SHORT BERM ON THE RIGHT REAR ADJOING PROPERTY LINE TO KEEP FROM IMPACTING THE ADJOINING LOT. YOUR SITE PLAN PROPOSED A COMMON SWALE AS THESE PROPERTIES ARE BOTH NEW BUILDS. ON YOUR SITE PLAN IN THE REAR LEFT PROPERTY LINE YOU PROPOSED A 27.40 AND A 27.30 THE LAST TWO ELEVATION SHOTS ON THE LEFT 5 FT OFFSET ARE 28.10 WHICH IS 7 AND 8 TENTHS HIGHER THAN PROPOSED. I AM GOING TO SEE IF THE SURVEY MATCHES THE FIELD AND DETERMINE WHAT VERIFIES. I AM APPROVING THIS AS NOTED THAT BASED ON FIELD FINDINGS CORRECTIONS MAY BE REQUIRED. ________________________________________________________________________________________________________________________ 10/14/2024 - PREVIOUS INSPECTION NOTES 10/14/24 ON THE RIGHT SIDE PROPERTY LINE TOWARDS THE REAR YOU ARE SHOWING 27.20 AT THE CORNER THEN GOING TO A 27.00 BACK UP TO A 27.20 WHICH IS UPHILL. AT THAT 27.20 SHOT YOU ARE SHOWING A COMMON SWALE, BUT THE DRAINAGE PATTERN SHOWS THE DRAINAGE FLOW GOING FROM 27.40 IN THE REAR QUADRANT FLOWING DOWN , AROUND TO THE 27.20 THEN DOWN TO 26.50 AT THE 10 FT OFFSET ON THE ADJOINING PROPERTY. THAT SHOWS DRAINAGE RUNNING STRAIGHT ONTO THE ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. 7Rear 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. Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 10/11/2024 - PREVIOUS INSPECTION NOTES City of Palm Coast Building Services CONTRACTORS NEWSFLASH Hurricane Milton- Stormwater Operations October 9, 2024 In anticipation of Hurricane Milton, the city has suspended normal Stormwater / Engineering Department (in addition to the Building Department) operations on Thursday and Friday. (original notice anticipated resuming on Friday). Normal operations are expected to resume on Monday, October 14th. Inspections scheduled for Thursday or Friday will not be performed and will be cancelled. Please rereschedule when you are ready. Now is the time to activate your hurricane preparedness plan and ensure that all jobsites are clear of debris that could become airborne projectiles. Construction sites should be secured, and swales and temporary culvert pipes are free flowing, are not obstructed in any way and checked for all appropriate erosion/sediment control measures as needed. ________________________________________ For more information about Building Services, visit http://www.palmcoastgov.com/government/building. Links of Interest • Schedule an inspection or pay for permit fees at : http://www.palmcoastgov.com/eplanreview • Search permits by permit number or address at http://www.palmcoastgov.com/eplanreview • Search permits by date, type, contractor at http://www.palmcoastgov.com/search/permits • Provide feedback at http://www.palmcoastgov.com/government/building/permit-feedback 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24 YOUR FFE HAS GONE UP THREE HUNDRETHS ON THIS NEW SURVEY. YOUR 27.50 ELEVATION SHOT ON THE LEFT SIDE MIDDLE OF THE STRUCTURE IS SHOWING 27.50 STILL NOT THE REQUIRED 4" BELOW FFE FOR BLOCK CONSTRUCTION. YOU ARE SHOWING A 27.95 10' OF THE REAR LEFT SIDE OF THE STRUCTURE INDICATING THAT DRAINAGE WILL HAVE NEGATIVE IMPACTS ON THE STRUCTURE WHERE YOUR ARE SHOWING AN ELEVATION OF 27.45 AT THE CORNER. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ 12 Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 9/24/2024 - PREVIOUS INSPECTION NOTES ALL SOD ELEVATIONS AGAINST THE HOUSE NEED TO BE 4" BELOW FFE. Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures.
ROW- FINAL SURVEY/GRADING CERTIFICATION	10/17/2024	APPROVED - AS NOTED	FSLADISH
Note: 10/17/24 ON YOUR NEW SURVEY YOU ARE SHOWING A SHORT BERM ON THE RIGHT REAR ADJOING PROPERTY LINE TO KEEP FROM IMPACTING THE ADJOINING LOT. YOUR SITE PLAN PROPOSED A COMMON SWALE AS THESE PROPERTIES ARE BOTH NEW BUILDS. ON YOUR SITE PLAN IN THE REAR LEFT PROPERTY LINE YOU PROPOSED A 27.40 AND A 27.30 THE LAST TWO ELEVATION SHOTS ON THE LEFT 5 FT OFFSET ARE 28.10 WHICH IS 7 AND 8 TENTHS HIGHER THAN PROPOSED. I AM GOING TO SEE IF THE SURVEY MATCHES THE FIELD AND DETERMINE WHAT VERIFIES. I AM APPROVING THIS AS NOTED THAT BASED ON FIELD FINDINGS CORRECTIONS MAY BE REQUIRED. ________________________________________________________________________________________________________________________ 10/14/2024 - PREVIOUS INSPECTION NOTES 10/14/24 ON THE RIGHT SIDE PROPERTY LINE TOWARDS THE REAR YOU ARE SHOWING 27.20 AT THE CORNER THEN GOING TO A 27.00 BACK UP TO A 27.20 WHICH IS UPHILL. AT THAT 27.20 SHOT YOU ARE SHOWING A COMMON SWALE, BUT THE DRAINAGE PATTERN SHOWS THE DRAINAGE FLOW GOING FROM 27.40 IN THE REAR QUADRANT FLOWING DOWN , AROUND TO THE 27.20 THEN DOWN TO 26.50 AT THE 10 FT OFFSET ON THE ADJOINING PROPERTY. THAT SHOWS DRAINAGE RUNNING STRAIGHT ONTO THE ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. 7Rear 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. Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 10/11/2024 - PREVIOUS INSPECTION NOTES City of Palm Coast Building Services CONTRACTORS NEWSFLASH Hurricane Milton- Stormwater Operations October 9, 2024 In anticipation of Hurricane Milton, the city has suspended normal Stormwater / Engineering Department (in addition to the Building Department) operations on Thursday and Friday. (original notice anticipated resuming on Friday). Normal operations are expected to resume on Monday, October 14th. Inspections scheduled for Thursday or Friday will not be performed and will be cancelled. Please rereschedule when you are ready. Now is the time to activate your hurricane preparedness plan and ensure that all jobsites are clear of debris that could become airborne projectiles. Construction sites should be secured, and swales and temporary culvert pipes are free flowing, are not obstructed in any way and checked for all appropriate erosion/sediment control measures as needed. ________________________________________ For more information about Building Services, visit http://www.palmcoastgov.com/government/building. Links of Interest • Schedule an inspection or pay for permit fees at : http://www.palmcoastgov.com/eplanreview • Search permits by permit number or address at http://www.palmcoastgov.com/eplanreview • Search permits by date, type, contractor at http://www.palmcoastgov.com/search/permits • Provide feedback at http://www.palmcoastgov.com/government/building/permit-feedback 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24 YOUR FFE HAS GONE UP THREE HUNDRETHS ON THIS NEW SURVEY. YOUR 27.50 ELEVATION SHOT ON THE LEFT SIDE MIDDLE OF THE STRUCTURE IS SHOWING 27.50 STILL NOT THE REQUIRED 4" BELOW FFE FOR BLOCK CONSTRUCTION. YOU ARE SHOWING A 27.95 10' OF THE REAR LEFT SIDE OF THE STRUCTURE INDICATING THAT DRAINAGE WILL HAVE NEGATIVE IMPACTS ON THE STRUCTURE WHERE YOUR ARE SHOWING AN ELEVATION OF 27.45 AT THE CORNER. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ 12 Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 9/24/2024 - PREVIOUS INSPECTION NOTES ALL SOD ELEVATIONS AGAINST THE HOUSE NEED TO BE 4" BELOW FFE. Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures.
ROW FIELD SURVEY /GRADING CERTIFICATION	10/17/2024	Disapproved - NO FEE	FSLADISH
Note: 10/17/24 UPON WALKING PROPERTY DETERMINED THAT LEFT SIDE REAR DOES'NT SEEM TO BE AN ISSUE. THE RIGHT SIDE PROPERTY LINE SHOULD BE A COMMON SWALE. YOUR PROPERTY IS HIGHER AT THE ADJOINING PROPERTY LINE EVEN PAST WHERE YOU HAVE BUILT A BERM. A COMMON SWALE IS ACHIEVABLE BASED ON THE ELEVATION NUMBERS PROVIDED IN YOUR SITE PLAN. THIS WILL NEED TO BE A COMMON SWALE ON THE RIGHT SIDE ABUTTING PROPERTIES. 8Rear yard will be drained Sec 300.01-C.7 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale. Flooding or draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement. 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 12 Common Swale required when possible Sec 300.03 C1c Sec 300.03 C1c When grading against a developable vacant lot a 'Common Swale' (meaning the drainage conveyance is on the property line) is required. Inspector Notes from Inspection 9463 10/17/24 ON YOUR NEW SURVEY YOU ARE SHOWING A SHORT BERM ON THE RIGHT REAR ADJOING PROPERTY LINE TO KEEP FROM IMPACTING THE ADJOINING LOT. YOUR SITE PLAN PROPOSED A COMMON SWALE AS THESE PROPERTIES ARE BOTH NEW BUILDS. ON YOUR SITE PLAN IN THE REAR LEFT PROPERTY LINE YOU PROPOSED A 27.40 AND A 27.30 THE LAST TWO ELEVATION SHOTS ON THE LEFT 5 FT OFFSET ARE 28.10 WHICH IS 7 AND 8 TENTHS HIGHER THAN PROPOSED. I AM GOING TO SEE IF THE SURVEY MATCHES THE FIELD AND DETERMINE WHAT VERIFIES. I AM APPROVING THIS AS NOTED THAT BASED ON FIELD FINDINGS CORRECTIONS MAY BE REQUIRED. ________________________________________________________________________________________________________________________ 10/14/2024 - PREVIOUS INSPECTION NOTES 10/14/24 ON THE RIGHT SIDE PROPERTY LINE TOWARDS THE REAR YOU ARE SHOWING 27.20 AT THE CORNER THEN GOING TO A 27.00 BACK UP TO A 27.20 WHICH IS UPHILL. AT THAT 27.20 SHOT YOU ARE SHOWING A COMMON SWALE, BUT THE DRAINAGE PATTERN SHOWS THE DRAINAGE FLOW GOING FROM 27.40 IN THE REAR QUADRANT FLOWING DOWN , AROUND TO THE 27.20 THEN DOWN TO 26.50 AT THE 10 FT OFFSET ON THE ADJOINING PROPERTY. THAT SHOWS DRAINAGE RUNNING STRAIGHT ONTO THE ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. 7Rear 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. Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 10/11/2024 - PREVIOUS INSPECTION NOTES City of Palm Coast Building Services CONTRACTORS NEWSFLASH Hurricane Milton- Stormwater Operations October 9, 2024 In anticipation of Hurricane Milton, the city has suspended normal Stormwater / Engineering Department (in addition to the Building Department) operations on Thursday and Friday. (original notice anticipated resuming on Friday). Normal operations are expected to resume on Monday, October 14th. Inspections scheduled for Thursday or Friday will not be performed and will be cancelled. Please rereschedule when you are ready. Now is the time to activate your hurricane preparedness plan and ensure that all jobsites are clear of debris that could become airborne projectiles. Construction sites should be secured, and swales and temporary culvert pipes are free flowing, are not obstructed in any way and checked for all appropriate erosion/sediment control measures as needed. ________________________________________ For more information about Building Services, visit http://www.palmcoastgov.com/government/building. Links of Interest • Schedule an inspection or pay for permit fees at : http://www.palmcoastgov.com/eplanreview • Search permits by permit number or address at http://www.palmcoastgov.com/eplanreview • Search permits by date, type, contractor at http://www.palmcoastgov.com/search/permits • Provide feedback at http://www.palmcoastgov.com/government/building/permit-feedback 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24 YOUR FFE HAS GONE UP THREE HUNDRETHS ON THIS NEW SURVEY. YOUR 27.50 ELEVATION SHOT ON THE LEFT SIDE MIDDLE OF THE STRUCTURE IS SHOWING 27.50 STILL NOT THE REQUIRED 4" BELOW FFE FOR BLOCK CONSTRUCTION. YOU ARE SHOWING A 27.95 10' OF THE REAR LEFT SIDE OF THE STRUCTURE INDICATING THAT DRAINAGE WILL HAVE NEGATIVE IMPACTS ON THE STRUCTURE WHERE YOUR ARE SHOWING AN ELEVATION OF 27.45 AT THE CORNER. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ 12 Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 9/24/2024 - PREVIOUS INSPECTION NOTES ALL SOD ELEVATIONS AGAINST THE HOUSE NEED TO BE 4" BELOW FFE. Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures.
ROW- FINAL SURVEY/GRADING CERTIFICATION	10/14/2024	Disapproved -FEE REQUIRED	FSLADISH
Note: 10/14/24 ON THE RIGHT SIDE PROPERTY LINE TOWARDS THE REAR YOU ARE SHOWING 27.20 AT THE CORNER THEN GOING TO A 27.00 BACK UP TO A 27.20 WHICH IS UPHILL. AT THAT 27.20 SHOT YOU ARE SHOWING A COMMON SWALE, BUT THE DRAINAGE PATTERN SHOWS THE DRAINAGE FLOW GOING FROM 27.40 IN THE REAR QUADRANT FLOWING DOWN , AROUND TO THE 27.20 THEN DOWN TO 26.50 AT THE 10 FT OFFSET ON THE ADJOINING PROPERTY. THAT SHOWS DRAINAGE RUNNING STRAIGHT ONTO THE ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. 7Rear 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. Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. 10/11/2024 - PREVIOUS INSPECTION NOTES City of Palm Coast Building Services CONTRACTORS NEWSFLASH Hurricane Milton- Stormwater Operations October 9, 2024 In anticipation of Hurricane Milton, the city has suspended normal Stormwater / Engineering Department (in addition to the Building Department) operations on Thursday and Friday. (original notice anticipated resuming on Friday). Normal operations are expected to resume on Monday, October 14th. Inspections scheduled for Thursday or Friday will not be performed and will be cancelled. Please rereschedule when you are ready. Now is the time to activate your hurricane preparedness plan and ensure that all jobsites are clear of debris that could become airborne projectiles. Construction sites should be secured, and swales and temporary culvert pipes are free flowing, are not obstructed in any way and checked for all appropriate erosion/sediment control measures as needed. ________________________________________ For more information about Building Services, visit http://www.palmcoastgov.com/government/building. Links of Interest • Schedule an inspection or pay for permit fees at : http://www.palmcoastgov.com/eplanreview • Search permits by permit number or address at http://www.palmcoastgov.com/eplanreview • Search permits by date, type, contractor at http://www.palmcoastgov.com/search/permits • Provide feedback at http://www.palmcoastgov.com/government/building/permit-feedback 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24 YOUR FFE HAS GONE UP THREE HUNDRETHS ON THIS NEW SURVEY. YOUR 27.50 ELEVATION SHOT ON THE LEFT SIDE MIDDLE OF THE STRUCTURE IS SHOWING 27.50 STILL NOT THE REQUIRED 4" BELOW FFE FOR BLOCK CONSTRUCTION. YOU ARE SHOWING A 27.95 10' OF THE REAR LEFT SIDE OF THE STRUCTURE INDICATING THAT DRAINAGE WILL HAVE NEGATIVE IMPACTS ON THE STRUCTURE WHERE YOUR ARE SHOWING AN ELEVATION OF 27.45 AT THE CORNER. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ 12 Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 9/24/2024 - PREVIOUS INSPECTION NOTES ALL SOD ELEVATIONS AGAINST THE HOUSE NEED TO BE 4" BELOW FFE. Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures.
ROW- FINAL SURVEY/GRADING CERTIFICATION	10/11/2024	Disapproved - NO FEE	EMADISON
Note: City of Palm Coast Building Services CONTRACTORS NEWSFLASH Hurricane Milton- Stormwater Operations October 9, 2024 In anticipation of Hurricane Milton, the city has suspended normal Stormwater / Engineering Department (in addition to the Building Department) operations on Thursday and Friday. (original notice anticipated resuming on Friday). Normal operations are expected to resume on Monday, October 14th. Inspections scheduled for Thursday or Friday will not be performed and will be cancelled. Please rereschedule when you are ready. Now is the time to activate your hurricane preparedness plan and ensure that all jobsites are clear of debris that could become airborne projectiles. Construction sites should be secured, and swales and temporary culvert pipes are free flowing, are not obstructed in any way and checked for all appropriate erosion/sediment control measures as needed. ________________________________________ For more information about Building Services, visit http://www.palmcoastgov.com/government/building. Links of Interest • Schedule an inspection or pay for permit fees at : http://www.palmcoastgov.com/eplanreview • Search permits by permit number or address at http://www.palmcoastgov.com/eplanreview • Search permits by date, type, contractor at http://www.palmcoastgov.com/search/permits • Provide feedback at http://www.palmcoastgov.com/government/building/permit-feedback 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24 YOUR FFE HAS GONE UP THREE HUNDRETHS ON THIS NEW SURVEY. YOUR 27.50 ELEVATION SHOT ON THE LEFT SIDE MIDDLE OF THE STRUCTURE IS SHOWING 27.50 STILL NOT THE REQUIRED 4" BELOW FFE FOR BLOCK CONSTRUCTION. YOU ARE SHOWING A 27.95 10' OF THE REAR LEFT SIDE OF THE STRUCTURE INDICATING THAT DRAINAGE WILL HAVE NEGATIVE IMPACTS ON THE STRUCTURE WHERE YOUR ARE SHOWING AN ELEVATION OF 27.45 AT THE CORNER. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ 12 Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 9/24/2024 - PREVIOUS INSPECTION NOTES ALL SOD ELEVATIONS AGAINST THE HOUSE NEED TO BE 4" BELOW FFE. Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures.
ROW- FINAL SURVEY/GRADING CERTIFICATION	10/07/2024	Disapproved - NO FEE	FSLADISH
Note: 10/7/24 YOUR FFE HAS GONE UP THREE HUNDRETHS ON THIS NEW SURVEY. YOUR 27.50 ELEVATION SHOT ON THE LEFT SIDE MIDDLE OF THE STRUCTURE IS SHOWING 27.50 STILL NOT THE REQUIRED 4" BELOW FFE FOR BLOCK CONSTRUCTION. YOU ARE SHOWING A 27.95 10' OF THE REAR LEFT SIDE OF THE STRUCTURE INDICATING THAT DRAINAGE WILL HAVE NEGATIVE IMPACTS ON THE STRUCTURE WHERE YOUR ARE SHOWING AN ELEVATION OF 27.45 AT THE CORNER. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ 12 Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 9/24/2024 - PREVIOUS INSPECTION NOTES ALL SOD ELEVATIONS AGAINST THE HOUSE NEED TO BE 4" BELOW FFE. Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures.
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/24/2024	Disapproved - NO FEE	PFLANAGAN
Note: ALL SOD ELEVATIONS AGAINST THE HOUSE NEED TO BE 4" BELOW FFE. Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures.
U-CROSS CONNECTION	08/23/2024	APPROVED - AS NOTED	BWRIGHT
Note: No IRR. No CC
ROW- PRE-APRON (PRE-POUR)	08/22/2024	APPROVED - AS NOTED	FSLADISH
Note: 8/22/24 PIPE ELEVATION OK. DRIVEWAY NOW HAS THE REQUIRED 4" OF CONCRETE COVERAGE IN THE ROW. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD 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. DOUBLE CHECK CULVERT ELEVATIONS 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. 8/21/2024 - PREVIOUS INSPECTION NOTES 8/21/24 YOU NEED TO HAVE A MINIMUM OF 4" OF CONCRETE DPTH IN THE ROW. COMPACTION IN POUR AREA NEEDS TO BE 95%. PHOTO FOR REFERENCE.
ROW- PRE-APRON (PRE-POUR)	08/21/2024	Disapproved -FEE REQUIRED	FSLADISH
Note: 8/21/24 YOU NEED TO HAVE A MINIMUM OF 4" OF CONCRETE DPTH IN THE ROW. COMPACTION IN POUR AREA NEEDS TO BE 95%. PHOTO FOR REFERENCE. YOUR CULVERT PIPE IS OUT OF TOLERANCE (BACKPITCHED). 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.
ELECTRIC - EARLY POWER	07/25/2024	APPROVED - AS NOTED	BTAYLOR
Note: Inspector Notes from Inspection 2200 6-12-24 1. Emailed FPL at 11:32. 7-25-24 1. Emailed FPL at 12:50.
LATH/BRICK/ WATER BARRIER	06/28/2024	APPROVED	BTAYLOR
INSULATION	06/25/2024	APPROVED	BTAYLOR
ALL ROUGH	06/21/2024	APPROVED	BTAYLOR
ELECTRIC-TUG	06/12/2024	APPROVED - AS NOTED	BTAYLOR
Note: 6-12-24 1. Emailed FPL at 11:32.
ROOF VALLEY & METAL	06/11/2024	APPROVED	BTAYLOR
WALL SHEATHING	06/06/2024	APPROVED	BTAYLOR
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/05/2024	APPROVED	BTAYLOR
TIE BEAM / LINTEL	05/23/2024	APPROVED	BTAYLOR
FOUND SURVEY APPROVED (OFFICE)	05/17/2024	APPROVED	TBAKER
MONOLITHIC SLAB	05/07/2024	APPROVED	BTAYLOR
Note: 5/6/2024 - PREVIOUS INSPECTION NOTES 5-6-24 1. Areas have sand that has fallen back into the footer. Circled on plans.
MONOLITHIC SLAB	05/06/2024	Disapproved - NO FEE	BTAYLOR
Note: 5-6-24 1. Areas have sand that has fallen back into the footer. Circled on plans.
SEWER TIE IN	05/02/2024	APPROVED - AS NOTED	MGIBSON
Note: 5/1/2024 - PREVIOUS INSPECTION NOTES TAP NOT MADE YET. THIS WAS AVIRTUAL INSPECTION
PLUMBING 1ST ROUGH UNDERGROUND	05/01/2024	APPROVED	MGIBSON
GRAVITY SEWER TEST	05/01/2024	APPROVED	MGIBSON
SEWER TIE IN	05/01/2024	Disapproved - NO FEE	MGIBSON
Note: TAP NOT MADE YET
WATER METER INSTALLATION REQUEST	03/11/2024	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
BLD	COMPLETE	08/02/2024	08/07/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	HOLD	07/29/2024	08/02/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide certification letter with test reports
ENGIN1	COMPLETE	05/17/2024	05/17/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	05/17/2024	05/17/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	HOLD	05/03/2024	05/07/2024
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Letter must be accompanied by a signed and sealed inspection and certification letter by the geotechnical engineer of record. Engineer?s letter to confirm the following: Site clearing / over excavation was completed and inspected by engineer prior to the placement of fill and engineer confirms clearing and over excavation work is acceptable. Engineer to confirm fill materials were suitable and within specifications. Engineer to confirm the required number and location of field density tests were completed. Engineer to include certification statement in accordance with Florida Administrative Code 61G15-18.011 (4) Field dentisty Test Must be digiutally signed and sealed.
BADMIN	INFORMATION	05/02/2024	05/02/2024
Note: Marked INFORMATION By: NICOLE DIMATTINA - - NDIMATTINA@PALMCOASTGOV.COM Please correct file name.
ENGIN1	COMPLETE	04/15/2024	04/15/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SW1	COMPLETE	04/15/2024	04/15/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	04/15/2024	04/15/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	COMPLETE	03/01/2024	03/04/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SW1	COMPLETE	01/16/2024	01/25/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	01/16/2024	01/16/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
SWALE	COMPLETE	12/28/2023	02/08/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	COMPLETE	12/21/2023	12/21/2023
Note: Released By: JPI
CUSVC	COMPLETE	12/21/2023	12/27/2023
Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM
ELEC	COMPLETE	12/21/2023	12/22/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	12/21/2023	12/28/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	12/21/2023	12/22/2023
LOCATE	COMPLETE	12/21/2023	12/22/2023
Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM
MECH	COMPLETE	12/21/2023	01/02/2024
Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM
SW1	HOLD	12/21/2023	12/28/2023
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Lot drainage features and patterns must be clearly depicted and include flow arrows. COPC Technical Manual: Section V: Engineering, Section 300.01 (A)(1)(C)(5)
BADMIN	COMPLETE	12/21/2023	12/22/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ZON	HOLD	12/21/2023	12/22/2023
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Banding must be placed around all windows and doors facing right of way. Garage door missing banding

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	10/23/2024
SW ENG - REVIEW 20	¤20.00	02/01/2024
SW ENG RES REVIEW 200	¤200.00	02/01/2024
SEWER CREDIT	(¤850.00)	02/01/2024
SEWER INSPECTION	¤25.00	02/01/2024
SEWER CAPITAL FACILITY	¤5,441.03	02/01/2024
WATER CAPITAL FACILITY FEE	¤3,994.51	02/01/2024
SITE PLAN 30	¤30.00	02/01/2024
WATER- TURN ON	¤25.00	02/01/2024
ADJUSTMENT 50%	(¤512.73)	02/01/2024
ADMINISTRATIVE RESIDENTIAL	¤30.00	02/01/2024
INSPECTION - RESIDENTIAL	¤775.50	02/01/2024
PLAN REVIEW - RESIDENTIAL	¤219.96	02/01/2024
CONNECTION FEES	¤1,187.26	02/01/2024
FC IMPACT FEE EMS	¤62.00	02/01/2024
IMPACT FEE FIRE	¤428.09	02/01/2024
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	02/01/2024
FC IMPACT FEE LIBRARY	¤268.00	02/01/2024
IMPACT FEE PARKS	¤1,800.99	02/01/2024
IMPACT FEE SCHOOL	¤5,450.00	02/01/2024
IMPACT FEE TRANSPORTATION	¤1,862.00	02/01/2024
WATER -IRRIGATION INSPECTION	¤25.00	02/01/2024
SURCHARGE FS 533.721	¤2.93	02/01/2024
SURCHARGE - FS 468.631	¤4.39	02/01/2024
SW ENG - FOUNDATION SURVEY	¤20.00	02/01/2024
SW ENG INSPECTION 80	¤80.00	02/01/2024
SW ENG PRE APRON	¤30.00	02/01/2024
Fees	Total Due: ¤0.00	Total Paid: ¤20,866.93