Status: COED

Parcel Id: 07-11-31-7059-00170-0030

CONDITIONED SPACE: 2306 sqft

GARAGE: 466 sqft

OPENED PORCH (WITH ROOF) : 170 sqft

Total Square Footage: 2942 sqft

Block: 00170

Subdivision: 2211 - SECTION 59-SEMINOLE PARK

Job Phone: 831-383-2883

Location Address: 2 SEA SWIRL PL

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 02/06/2024

NOC: RECORDED

Applicant name: EDWARD LEE DAUBERT JR

Owner: FLORIDA SUN PARTNERS II LLC

Address 6751 FORUM DRIVE SUITE 210 ORLANDO, FL 32821

Lot: 0030

Contracted Stated Job Value: ¤220,324.00

Job Description: Single Family Residence

Type: CN

Contractor

BRITE BUILDING GROUP LLC

Status	Location Address	State License Number	Phone
ACTIVE	6751 FORUM DRIVE SUITE 210 ORLANDO, FL 32821	CBC1266303 (Exp: 08/31/2026)	831-383-2883

Sub Contractors

DUSTIN L ESTEP

Status	Location Address	State License Number	Phone	Fax
ACTIVE	2041 N HIAWASSEE RD APOPKA, FL 32703	CCC1330971 (Exp: 08/31/2026)	407-702-0206	352-988-6629

JASON LEE JAMES

Status	Location Address	State License Number	Phone
ACTIVE	217 N WESTMONTE DR SUITE 1007 ALTAMONTE SPRINGS, FL 32714	CAC1820196 (Exp: 08/31/2026)	407-404-4000

ANTHONY OKEITH FENNELL

Status	Location Address	State License Number	Phone
ACTIVE	217 N. WESTMONTE DR, SUITE 1007 ALTAMONTE SPRINGS, FL 32714	EC13011194 (Exp: 08/31/2026)	407-404-4000

JASON LEE JAMES

Status	Location Address	State License Number	Phone
ACTIVE	217 N WESTMONTE DR SUITE 1007 ALTAMONTE SPRINGS, FL 32714	CFC1430061 (Exp: 08/31/2026)	407-404-4000

Inspection History

Type	Request Date	Result	Inspector
ROW - FINAL APRON (AFTER POUR)	09/25/2024	APPROVED	FSLADISH
Note: 9/25/24 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. ______________________________________________________________________________________________________________________ 9/23/2024 - PREVIOUS INSPECTION NOTES CANCELED BY TEXT -------------------------------------------------- 9/13/24 UPON WALKING PROPERTY FOUND AREAS OF WASHOUTS ON BOTH SIDES OF DRIVEWAY NEAR MITERED ENDS AND DRIVEWAY APRON. THERE ARE AREAS ON THE LEFT SIDE PROPERTY LINE THAT WILL NEED TO BE FILLED IN, COMPACTED AND SODDED TO MATCH GRADE. IN THE REAR LEFT CORNER THERE IS A GOOD AMOUNT OF STANDING WATER IN AN AREA THAT APPEARS TO HAVE BEEN DISTURBED DURING CLEARING. I CALLED CM DAN AND ASKED HIM FOR ANY INFO AND LET HIM KNOW THAT UNLESS WE HAVE PHOTOS AND A COMMUNICATION TRAIL THAT THIS WAS EXISTING PRE CLEARING, THEY WOULD BE REQUIRED TO CORRECT THIS AREA TO AS GOOD OR BETTER CONDITION. HE INDICATED HE DID NOT KNOW BUT WOULD CONTACT THE NEIGHBOR TO FIND OUT INFORMATION REGARDING THIS. HE INDICATED THAT THEY WOULD FIX THIS AREA IF NEED BE. BASED ON THIS CONVERSATION AS A COURTESY I LET HIM KNOW THAT I WOULD PASS THE FIELD SURVEY AS NOTED WITH THE CAVEAT THAT THESE AREAS WILL NEED TO BE REPAIRED BEFORE A ROW FINAL PASSAGE. HE AGREED. PHOTOS FOR REFERENCE. Inspector Notes from Inspection 9463 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9463 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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.
ROW - STORMWATER FINAL	09/25/2024	APPROVED	FSLADISH
Note: 9/25/24 AT THE TIME OF THIS 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 ________________________________________________________________________________________________________________________ 9/23/2024 - PREVIOUS INSPECTION NOTES CANCELED BY TEXT --------------------------------------------- 9/13/24 UPON WALKING PROPERTY FOUND AREAS OF WASHOUTS ON BOTH SIDES OF DRIVEWAY NEAR MITERED ENDS AND DRIVEWAY APRON. THERE ARE AREAS ON THE LEFT SIDE PROPERTY LINE THAT WILL NEED TO BE FILLED IN, COMPACTED AND SODDED TO MATCH GRADE. IN THE REAR LEFT CORNER THERE IS A GOOD AMOUNT OF STANDING WATER IN AN AREA THAT APPEARS TO HAVE BEEN DISTURBED DURING CLEARING. I CALLED CM DAN AND ASKED HIM FOR ANY INFO AND LET HIM KNOW THAT UNLESS WE HAVE PHOTOS AND A COMMUNICATION TRAIL THAT THIS WAS EXISTING PRE CLEARING, THEY WOULD BE REQUIRED TO CORRECT THIS AREA TO AS GOOD OR BETTER CONDITION. HE INDICATED HE DID NOT KNOW BUT WOULD CONTACT THE NEIGHBOR TO FIND OUT INFORMATION REGARDING THIS. HE INDICATED THAT THEY WOULD FIX THIS AREA IF NEED BE. BASED ON THIS CONVERSATION AS A COURTESY I LET HIM KNOW THAT I WOULD PASS THE FIELD SURVEY AS NOTED WITH THE CAVEAT THAT THESE AREAS WILL NEED TO BE REPAIRED BEFORE A ROW FINAL PASSAGE. HE AGREED. PHOTOS FOR REFERENCE. Inspector Notes from Inspection 9463 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9463 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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.
ROW - STORMWATER FINAL	09/23/2024	CANCELLED BY APPLICANT	PFLANAGAN
Note: CANCELED BY TEXT --------------------------------------------- 9/13/24 UPON WALKING PROPERTY FOUND AREAS OF WASHOUTS ON BOTH SIDES OF DRIVEWAY NEAR MITERED ENDS AND DRIVEWAY APRON. THERE ARE AREAS ON THE LEFT SIDE PROPERTY LINE THAT WILL NEED TO BE FILLED IN, COMPACTED AND SODDED TO MATCH GRADE. IN THE REAR LEFT CORNER THERE IS A GOOD AMOUNT OF STANDING WATER IN AN AREA THAT APPEARS TO HAVE BEEN DISTURBED DURING CLEARING. I CALLED CM DAN AND ASKED HIM FOR ANY INFO AND LET HIM KNOW THAT UNLESS WE HAVE PHOTOS AND A COMMUNICATION TRAIL THAT THIS WAS EXISTING PRE CLEARING, THEY WOULD BE REQUIRED TO CORRECT THIS AREA TO AS GOOD OR BETTER CONDITION. HE INDICATED HE DID NOT KNOW BUT WOULD CONTACT THE NEIGHBOR TO FIND OUT INFORMATION REGARDING THIS. HE INDICATED THAT THEY WOULD FIX THIS AREA IF NEED BE. BASED ON THIS CONVERSATION AS A COURTESY I LET HIM KNOW THAT I WOULD PASS THE FIELD SURVEY AS NOTED WITH THE CAVEAT THAT THESE AREAS WILL NEED TO BE REPAIRED BEFORE A ROW FINAL PASSAGE. HE AGREED. PHOTOS FOR REFERENCE. Inspector Notes from Inspection 9463 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9463 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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.
ROW - FINAL APRON (AFTER POUR)	09/23/2024	CANCELLED BY APPLICANT	PFLANAGAN
Note: CANCELED BY TEXT -------------------------------------------------- 9/13/24 UPON WALKING PROPERTY FOUND AREAS OF WASHOUTS ON BOTH SIDES OF DRIVEWAY NEAR MITERED ENDS AND DRIVEWAY APRON. THERE ARE AREAS ON THE LEFT SIDE PROPERTY LINE THAT WILL NEED TO BE FILLED IN, COMPACTED AND SODDED TO MATCH GRADE. IN THE REAR LEFT CORNER THERE IS A GOOD AMOUNT OF STANDING WATER IN AN AREA THAT APPEARS TO HAVE BEEN DISTURBED DURING CLEARING. I CALLED CM DAN AND ASKED HIM FOR ANY INFO AND LET HIM KNOW THAT UNLESS WE HAVE PHOTOS AND A COMMUNICATION TRAIL THAT THIS WAS EXISTING PRE CLEARING, THEY WOULD BE REQUIRED TO CORRECT THIS AREA TO AS GOOD OR BETTER CONDITION. HE INDICATED HE DID NOT KNOW BUT WOULD CONTACT THE NEIGHBOR TO FIND OUT INFORMATION REGARDING THIS. HE INDICATED THAT THEY WOULD FIX THIS AREA IF NEED BE. BASED ON THIS CONVERSATION AS A COURTESY I LET HIM KNOW THAT I WOULD PASS THE FIELD SURVEY AS NOTED WITH THE CAVEAT THAT THESE AREAS WILL NEED TO BE REPAIRED BEFORE A ROW FINAL PASSAGE. HE AGREED. PHOTOS FOR REFERENCE. Inspector Notes from Inspection 9463 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9463 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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.
BLD - BUILDING FINAL	09/18/2024	FINAL APPROVED	BTAYLOR
Note: 9/16/2024 - PREVIOUS INSPECTION NOTES 9-16-24 1. No hot water. 2. Air handler needs to have lockout breaker installed.
BLD - BUILDING FINAL	09/16/2024	Disapproved - NO FEE	BTAYLOR
Note: 9-16-24 1. No hot water. 2. Air handler needs to have lockout breaker installed.
U-CROSS CONNECTION	09/16/2024	APPROVED - AS NOTED	BWRIGHT
Note: IRR with potable water. PVB in place. No CC.
U -UTILITY RESIDENTIAL FINAL	09/16/2024	FINAL APPROVED	BWRIGHT
ROW FIELD SURVEY /GRADING CERTIFICATION	09/13/2024	APPROVED - AS NOTED	FSLADISH
Note: 9/13/24 UPON WALKING PROPERTY FOUND AREAS OF WASHOUTS ON BOTH SIDES OF DRIVEWAY NEAR MITERED ENDS AND DRIVEWAY APRON. THERE ARE AREAS ON THE LEFT SIDE PROPERTY LINE THAT WILL NEED TO BE FILLED IN, COMPACTED AND SODDED TO MATCH GRADE. IN THE REAR LEFT CORNER THERE IS A GOOD AMOUNT OF STANDING WATER IN AN AREA THAT APPEARS TO HAVE BEEN DISTURBED DURING CLEARING. I CALLED CM DAN AND ASKED HIM FOR ANY INFO AND LET HIM KNOW THAT UNLESS WE HAVE PHOTOS AND A COMMUNICATION TRAIL THAT THIS WAS EXISTING PRE CLEARING, THEY WOULD BE REQUIRED TO CORRECT THIS AREA TO AS GOOD OR BETTER CONDITION. HE INDICATED HE DID NOT KNOW BUT WOULD CONTACT THE NEIGHBOR TO FIND OUT INFORMATION REGARDING THIS. HE INDICATED THAT THEY WOULD FIX THIS AREA IF NEED BE. BASED ON THIS CONVERSATION AS A COURTESY I LET HIM KNOW THAT I WOULD PASS THE FIELD SURVEY AS NOTED WITH THE CAVEAT THAT THESE AREAS WILL NEED TO BE REPAIRED BEFORE A ROW FINAL PASSAGE. HE AGREED. PHOTOS FOR REFERENCE. Inspector Notes from Inspection 9463 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9463 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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.
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/12/2024	APPROVED - AS NOTED	FSLADISH
Note: 9/12/24 ELEVATION SHOTS AGAINST STRUCTURE PROVIDED AS REQUIRED. ELEVATION SHOT IN SWALE AT CORNER REVISED TO INDICATE FLOW AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED THAT I WILL VERIFY ON FIELD SURVEY INSPECTION. __________________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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.
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/10/2024	Disapproved - NO FEE	FSLADISH
Note: 9/10/24 YOU NEED TO PROVIDE ELEVATION SHOTS ON ALL CORNERS OF THE STUCTURE AND EVERY 20 FT ALONG IT. SO WE CAN DETERMINE IF IT MEETS BELOW FFE REQUIREMENTS. FRONT TWO CORNERS HAVE NO ELEVATION SHOTS. YOU ARE SHOWING YOU SWALE TO BE 5 TENTHS HIGHER (25.3) AT THE CORNER THAN THE PREVIOUS SHOT OF 24.8 UPSTREAM. THIS WILL IMPEDE DRAINAGE FLOW AND CAUSE WATER TO POOL IN THIS AREA. Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for woodframe structures. (H) Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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. Inspector Notes from Inspection 9270 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT WITHIN SWALE PLAN DIAGRAM TOLERANCE. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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.
ELECTRIC - EARLY POWER	08/23/2024	APPROVED - AS NOTED	KSANDOE
Note: Release Power
FLOOR / WALL PENETRATION	08/23/2024	APPROVED	KSANDOE
GRAVITY SEWER TEST	08/02/2024	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
U - SEWER TIE IN	08/02/2024	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
ROW- PRE-APRON (PRE-POUR)	07/30/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/30/24 BM WAS'NT MATCHING UP. SPOKE TO JEFF CREWS WHO INDICATED HE SPOKE WITH THE GRADER AND THAT THE BM HAD SOMEHOW BEEN DAMAGED. JEFF TOLD ME TO SET LEFT SIDE CENTER LINE 26.10 AS BM AND CONFIRM RIGHT SIDE (INTERSECTION) WAS 26.25 AS INDICATED IN HIS NOTES. RIGHT WAS 26.20. USING THE 26.10 AS MY BASE LINE, PIPE SHOT 24.40 to a 24.38. JEFF SAID THIS WAS ACCEPTABLE SO I AM GOING TO APPROVE THIS AS NOTED. READY TO POUR. 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.
PEP TANK INSTALLATION REQUEST	07/16/2024	APPROVED	CBOWERMASTER
LATH/BRICK/ WATER BARRIER	07/03/2024	APPROVED	BTAYLOR
INSULATION	07/03/2024	APPROVED	BTAYLOR
ALL ROUGH	06/28/2024	APPROVED	BTAYLOR
ELECTRIC-TUG	06/27/2024	APPROVED	RMARTIN
ROOF VALLEY & METAL	06/25/2024	APPROVED	BTAYLOR
WALL SHEATHING	06/20/2024	APPROVED	BTAYLOR
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/20/2024	APPROVED - AS NOTED	BTAYLOR
Note: 6-20-24 1. Silt fence needs to be replaced before next inspection.
FOUND SURVEY APPROVED (OFFICE)	06/18/2024	APPROVED	TBAKER
TIE BEAM / LINTEL	06/05/2024	APPROVED	BTAYLOR
MONOLITHIC SLAB	05/28/2024	APPROVED	BTAYLOR
PLUMBING 1ST ROUGH UNDERGROUND	05/22/2024	APPROVED	MGIBSON
WATER METER INSTALLATION REQUEST	04/25/2024	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
BLD	COMPLETE	07/10/2024	07/16/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ZON	COMPLETE	07/10/2024	07/10/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ENGIN1	COMPLETE	06/17/2024	06/18/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	06/17/2024	06/17/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
MECH	COMPLETE	04/08/2024	04/09/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	HOLD	04/05/2024	04/08/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Plans show unvented attic. Energy Calcs say vented. revise calcs
BLD	COMPLETE	04/01/2024	04/02/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SW1	COMPLETE	12/22/2023	01/03/2024
Note: Released By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM
ZON	COMPLETE	12/22/2023	12/22/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ENGIN1	COMPLETE	12/11/2023	12/11/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SW1	HOLD	12/11/2023	12/19/2023
Note: Held By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM 1- Please add adjacent elevations to lot 4 at a 20-foot interval and a 10 foot offset. 2- Please confirm/clarify one existing elevation that shows 00 inside the property.
ZON	COMPLETE	12/11/2023	12/11/2023
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
ENGIN1	COMPLETE	12/01/2023	12/01/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	12/01/2023	12/01/2023
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
SW1	HOLD	12/01/2023	12/11/2023
Note: Held By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM 1- Please add adjacent elevations to lot 4 at a 20-foot interval and revise the proposed elevations adjacent to lot 4 to ensure that they do not negatively affect it. 2- Please depict the proposed loation of the PEP tank. 3- Please revise one existing elevation that shows 00.
ZON	HOLD	10/26/2023	10/26/2023
Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM Floor plan and site plan have been corrected so that the AC pad is on the right side. Now you must still have the landscape plan corrected to match.
ENGIN1	HOLD	10/26/2023	10/26/2023
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Site benchmark elevation disagrees with other site elevations by .6'
SW1	COMPLETE	10/26/2023	11/07/2023
Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM
ZON	HOLD	09/14/2023	09/14/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Floor plan: Shows the AC on the right of the house all other plans show the ac on the left of the home. Site plan ladscape and floor plan should match
ENGIN1	HOLD	09/14/2023	09/15/2023
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Site benchmark elevation disagrees with other site elevations by .6'
SW1	HOLD	09/14/2023	09/20/2023
Note: Held By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM The subject lots drainage must not negatively impact any adjacent property. (B) 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) WATER IN THE BACK YARD IS RUNNING INTO THE EMPTY LOT IN THE BACK. STORMWATER NEED TO RUN FROM THE BACK TO THE FRONT
BLD	COMPLETE	09/14/2023	09/15/2023
Note: Released By: JPI
ELEC	COMPLETE	09/14/2023	09/15/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	HOLD	08/25/2023	08/28/2023
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Site benchmark elevation disagrees with other site elevations by .6' Wrong survey was submitted on 8-18
ENGIN1	COMPLETE	08/18/2023	08/18/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	HOLD	08/18/2023	08/18/2023
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Site plan submitted not for this address REPEAT COMMENT: window on right side of home is missing banding around the window
BLD	COMPLETE	08/18/2023	08/19/2023
Note: Released By: JPI
SW1	HOLD	08/18/2023	08/28/2023
Note: Held By: FRANK SLADISH - - FSLADISH@PALMCOASTGOV.COM Must provide the actual proposed FFE of the structure not just a minimum on your site plan.
ENGIN1	HOLD	08/11/2023	08/11/2023
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Site benchmark elevation disagrees with other site elevations by .6'
BLD	HOLD	07/24/2023	07/24/2023
Note: Held By: JPI 1) Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet.
ZON	HOLD	07/24/2023	07/24/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Repeat comment Elevation plan : window on Row side RS of home is missing banding around the window
ENGIN1	COMPLETE	07/24/2023	07/25/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Site benchmark elevation disagrees with other site elevations by .6'
SW1	HOLD	07/24/2023	07/31/2023
Note: Held By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM Need more elevations off the rear patio demonstrating enough drainage away from the structure.
ELEC	COMPLETE	07/24/2023	07/25/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	HOLD	07/17/2023	07/17/2023
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Site benchmark elevation disagrees with other site elevations by .6'
BLD	HOLD	07/07/2023	07/07/2023
Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet.
CUSVC	COMPLETE	07/07/2023	07/10/2023
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	07/07/2023	07/11/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	07/07/2023	07/07/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	07/07/2023	07/10/2023
LOCATE	COMPLETE	07/07/2023	07/11/2023
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
MECH	COMPLETE	07/07/2023	07/11/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	HOLD	07/07/2023	07/17/2023
Note: Held By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM Must have an accepted sight plan to review.
ZON	HOLD	07/07/2023	07/11/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site plan: please add material of walkway Elevation plan : window on Row side RS of home is missing banding around the window
BADMIN	COMPLETE	07/07/2023	07/11/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SWALE	COMPLETE	07/07/2023	12/11/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)

Description	Amount Due	Date Paid
CONTRACTOR CHANGE	¤20.00	09/25/2024
PLAN REVIEW - REVISION	¤32.50	09/25/2024
CONTRACTOR CHANGE	¤20.00	09/25/2024
CONTRACTOR CHANGE	¤20.00	09/25/2024
CONTRACTOR CHANGE	¤20.00	02/06/2024
CONNECTION FEES	¤1,166.26	02/06/2024
WATER- TURN ON	¤25.00	02/06/2024
ADJUSTMENT 50%	(¤512.73)	02/06/2024
ADMINISTRATIVE RESIDENTIAL	¤30.00	02/06/2024
INSPECTION - RESIDENTIAL	¤775.50	02/06/2024
PLAN REVIEW - RESIDENTIAL	¤219.96	02/06/2024
FC IMPACT FEE EMS	¤62.00	02/06/2024
IMPACT FEE FIRE	¤420.52	02/06/2024
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	02/06/2024
FC IMPACT FEE LIBRARY	¤268.00	02/06/2024
IMPACT FEE PARKS	¤1,769.15	02/06/2024
IMPACT FEE SCHOOL	¤5,450.00	02/06/2024
IMPACT FEE TRANSPORTATION	¤1,812.00	02/06/2024
WATER -IRRIGATION INSPECTION	¤25.00	02/06/2024
SURCHARGE FS 533.721	¤5.13	02/06/2024
SURCHARGE - FS 468.631	¤7.69	02/06/2024
SW ENG - FOUNDATION SURVEY	¤20.00	02/06/2024
SW ENG INSPECTION 80	¤80.00	02/06/2024
SW ENG PRE APRON	¤30.00	02/06/2024
SW ENG - REVIEW 20	¤20.00	02/06/2024
SW ENG RES REVIEW 200	¤200.00	02/06/2024
SEWER CREDIT	(¤1,342.00)	02/06/2024
SEWER INSPECTION	¤25.00	02/06/2024
SEWER CAPITAL FACILITY	¤5,344.82	02/06/2024
WATER CAPITAL FACILITY FEE	¤3,923.88	02/06/2024
SITE PLAN 30	¤30.00	02/06/2024
Fees	Total Due: ¤0.00	Total Paid: ¤20,185.68