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Permit #2023081324
Permit Details
Status: COED
| Parcel Id: 07-11-31-7009-00050-0050 |
| CONDITIONED SPACE: 2526 sqft |
| GARAGE: 711 sqft |
| OPENED PORCH (WITH ROOF) : 368 sqft |
| Total Square Footage: 3605 sqft |
| Block: 00050 |
| Subdivision: 2208 - SECTION 9-FLORIDA PARK |
| Job Phone: 229-375-9123 |
| Location Address: 11 FARMSWORTH DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 09/12/2023 |
| NOC: RECORDED |
| Applicant name: WILLIAM ROBERT BARRICK |
| Owner: RIVERA DOMINGO & NORMA |
|
Address 13136 BROOKSIDE MOSS DRIVE RIVERVIEW, FL 33579 |
| Lot: 0050 |
| Contracted Stated Job Value: ¤348,855.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
RBI HOMES
| Status | Location Address | State License Number | Phone |
| CANCEL |
21 CEDARWOOD CT PALM COAST, FL 32137 |
RB29003845 (Exp: 08/31/2025) | 386-585-4097 |
Sub Contractors
JONATHAN M PEARSON
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
209 N FORSYTH ST BUNNELL, FL 32110 |
CFC1425941 (Exp: 08/31/2026) | 386-597-0944 | 386-437-4996 |
WILLIAM ROBERT BARRICK
| Status | Location Address | Mailing Address | State License Number | Phone |
| CANCEL |
50 LEANNI WAY PALM COAST, FL 32137 |
STE E2 PALM COAST, FL 32137 |
RC29027799 (Exp: 08/31/2025) | 229-375-9123 |
GARY LLOYD SHEFFIELD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
PO BOX 912 PALM COAST, FL 32164 |
CAC1820539 (Exp: 08/31/2026) | 386-264-0550 |
DAVID SCOTT MORRIS
| Status | Location Address | State License Number | Phone |
| INACTIVE |
63 LEIDEL DR PALM COAST, FL 32137 |
ER13015750 (Exp: 08/31/2026) | 386-569-7262 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 05/24/2024 | FINAL APPROVED | MKRASKI |
| ROW - STORMWATER FINAL | 05/16/2024 | APPROVED | EMADISON |
| Note: ** At the time of the inspection all minimum city requirements were met. It is the builder’s responsibility to ensure that nothing changes after this Inspection is approved. | |||
| ROW - STORMWATER FINAL | 05/15/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 05/15/24 NO CORRECTIONS HAVE BEEN MADE SINCE PREVVIOUS INSPECTION ON 05/13/23 ** RIGHT SIDE IN THE RIGHT OF WAY NEED TO REPAIR AND SOD UP TO POWER POLE ** ALONG RIGHT SIDE PROPERTY LINE NEED TO SOD ALONG EDGE ALL BARE EARTH AND MATCH GRADE ** ACROSS REAR PROPERTY LINE NEED TO FILL HOLE NEAR RIGHT REAR CORNER AND SOD ALL BAR AREAS ** LEFT REAR CORNER NEED TO REMOVE ALL TRASH IN RIGHT OF WAY (ROW) ** REPAIR RUTS IN ROW ALONG FARISTON ON LEFT SIDE ___________________________________________________________________________________________________________________ 5/13/2024 - PREVIOUS INSPECTION NOTES ** 05/13/24 RIGHT SIDE IN THE RIGHT OF WAY NEED TO REPAIR AND SOD UP TO POWER POLE ** ALONG RIGHT SIDE PROPERTY LINE NEED TO SOD ALONG EDGE ALL BARE EARTH AND MATCH GRADE ** ACROSS REAR PROPERTY LINE NEED TO FILL HOLE NEAR RIGHT REAR CORNER AND SOD ALL BAR AREAS ** LEFT REAR CORNER NEED TO REMOVE ALL TRASH IN RIGHT OF WAY (ROW) ** REPAIR RUTS IN ROW ALONG FARISTON ON LEFT SIDE | |||
| U -UTILITY RESIDENTIAL FINAL | 05/13/2024 | FINAL APPROVED | DHANEY |
| ROW - STORMWATER FINAL | 05/13/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 05/13/24 RIGHT SIDE IN THE RIGHT OF WAY NEED TO REPAIR AND SOD UP TO POWER POLE ** ALONG RIGHT SIDE PROPERTY LINE NEED TO SOD ALONG EDGE ALL BARE EARTH AND MATCH GRADE ** ACROSS REAR PROPERTY LINE NEED TO FILL HOLE NEAR RIGHT REAR CORNER AND SOD ALL BAR AREAS ** LEFT REAR CORNER NEED TO REMOVE ALL TRASH IN RIGHT OF WAY (ROW) ** REPAIR RUTS IN ROW ALONG FARISTON ON LEFT SIDE | |||
| ROW - FINAL APRON (AFTER POUR) | 05/13/2024 | APPROVED | EMADISON |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/10/2024 | APPROVED | GBERTOLA |
| Note: AT THE CHANGES AFTER THIS INSPECTION IS APPROVED. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/9/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY GBERTOLA 5/9/2024 8:27:27 AM *** IN ORDER TO PERFORM THE INSPECTION, THE INSPECTOR NEEDS TO WALK THE PERIMETER. HOWEVER, THE SPRINKLERS ARE ON AND THE INSPECTOR CANNOT ACCESS THE RIGHT SIDE. | |||
| U-CROSS CONNECTION | 05/10/2024 | APPROVED | DHANEY |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/09/2024 | APPROVED | GBERTOLA |
| Note: *** NOTES ADDED BY GBERTOLA 5/9/2024 8:23:23 AM *** 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. Inspector Notes from Inspection 9270 4/10/24 BOTH CULVERT PIPES ARE 7.15 FLAT. GOING TO PASS THIS AS NOTED DUE TO THE FACT THAT WHILE FLAT, WITH ALL THE DIFFICULTY TRYING TO GET THIS PIPE SET IT IS STILL WITHIN TOLERANCE. . YOU NEED TO MAKE SURE ALL AREAS ABOVE ROW ARE 4" OF CONCRETE COVERAGE SPOKE WITH BUILDER ONSITE AND LET THEM KNOW I WOULD PASS THIS AS NOTED BUT A COUPLE SMALL AREAS WILL NEED TO BE SHAVED DOWN TO 4". 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. 4/8/2024 - PREVIOUS INSPECTION NOTES 4/4/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT ON THE LEFT IS STILL LOWER THAN THE CULVERT ON THE RIGHT. 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. 2) THE CULVERT ON THE LEFT IS FLOWING THE WRONG DIRECTION. 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. 3) THE CULVERT TO THE RIGHT IS PITCHED TO MUCH. 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. 4) WITH THE RAIN YESTERDAY FOOTERS ARE FULL OF WATER. 5) WITH THE RAIN YESTERDAY THE SOIL ALONG THE CULVERTS ARE TO SOFT. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) 6) ALL FOOTER AT THE MITER ENDS NEED TO BE 6"X6". SEE DRAWING IN TECHNICAL MANUAL Sec 300.E --------------------------------------------------------------------------------------- 4/1/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE ON THE LEFT IS LOWER THAN THE RIGHT CULVERT THE FLOW IS FROM LEFT TO RIGHT NEED TO RESET CULVERT SO WATER WILL FLOW TO OUTFALL DOWN THE STREET. 2) BOTH CULVERTS ARE FLOWING IN THE WRONG DIRECTION NEED TO RESET CULVERT SO THE FLOW FROM LEFT TO RIGHT. ------------------------------------------------------------------------------------- 3/28/2024 - PREVIOUS INSPECTION NOTES 3/28/24 NOTHING HAS CHANGED SINCE LAST INSPECTION CULVERT PIPE ELEVATIONS HAVE NOT CHANGED. BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place ________________________________________________________________________________________________________________________ 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24 BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM. THEY WILL HAVE TO BE RESET TO WITHIN THE SWALE PLAN DIAGRAM'S TOLERANCE. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/09/2024 | Disapproved - NO FEE | GBERTOLA |
| Note: *** NOTES ADDED BY GBERTOLA 5/9/2024 8:27:27 AM *** IN ORDER TO PERFORM THE INSPECTION, THE INSPECTOR NEEDS TO WALK THE PERIMETER. HOWEVER, THE SPRINKLERS ARE ON AND THE INSPECTOR CANNOT ACCESS THE RIGHT SIDE. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/10/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 4/10/24 BOTH CULVERT PIPES ARE 7.15 FLAT. GOING TO PASS THIS AS NOTED DUE TO THE FACT THAT WHILE FLAT, WITH ALL THE DIFFICULTY TRYING TO GET THIS PIPE SET IT IS STILL WITHIN TOLERANCE. . YOU NEED TO MAKE SURE ALL AREAS ABOVE ROW ARE 4" OF CONCRETE COVERAGE SPOKE WITH BUILDER ONSITE AND LET THEM KNOW I WOULD PASS THIS AS NOTED BUT A COUPLE SMALL AREAS WILL NEED TO BE SHAVED DOWN TO 4". 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. 4/8/2024 - PREVIOUS INSPECTION NOTES 4/4/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT ON THE LEFT IS STILL LOWER THAN THE CULVERT ON THE RIGHT. 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. 2) THE CULVERT ON THE LEFT IS FLOWING THE WRONG DIRECTION. 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. 3) THE CULVERT TO THE RIGHT IS PITCHED TO MUCH. 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. 4) WITH THE RAIN YESTERDAY FOOTERS ARE FULL OF WATER. 5) WITH THE RAIN YESTERDAY THE SOIL ALONG THE CULVERTS ARE TO SOFT. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) 6) ALL FOOTER AT THE MITER ENDS NEED TO BE 6"X6". SEE DRAWING IN TECHNICAL MANUAL Sec 300.E --------------------------------------------------------------------------------------- 4/1/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE ON THE LEFT IS LOWER THAN THE RIGHT CULVERT THE FLOW IS FROM LEFT TO RIGHT NEED TO RESET CULVERT SO WATER WILL FLOW TO OUTFALL DOWN THE STREET. 2) BOTH CULVERTS ARE FLOWING IN THE WRONG DIRECTION NEED TO RESET CULVERT SO THE FLOW FROM LEFT TO RIGHT. ------------------------------------------------------------------------------------- 3/28/2024 - PREVIOUS INSPECTION NOTES 3/28/24 NOTHING HAS CHANGED SINCE LAST INSPECTION CULVERT PIPE ELEVATIONS HAVE NOT CHANGED. BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place ________________________________________________________________________________________________________________________ 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24 BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM. THEY WILL HAVE TO BE RESET TO WITHIN THE SWALE PLAN DIAGRAM'S TOLERANCE. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ROW- PRE-APRON (PRE-POUR) | 04/08/2024 | CANCELLED BY APPLICANT | FSLADISH |
| Note: 4/4/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT ON THE LEFT IS STILL LOWER THAN THE CULVERT ON THE RIGHT. 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. 2) THE CULVERT ON THE LEFT IS FLOWING THE WRONG DIRECTION. 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. 3) THE CULVERT TO THE RIGHT IS PITCHED TO MUCH. 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. 4) WITH THE RAIN YESTERDAY FOOTERS ARE FULL OF WATER. 5) WITH THE RAIN YESTERDAY THE SOIL ALONG THE CULVERTS ARE TO SOFT. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) 6) ALL FOOTER AT THE MITER ENDS NEED TO BE 6"X6". SEE DRAWING IN TECHNICAL MANUAL Sec 300.E --------------------------------------------------------------------------------------- 4/1/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE ON THE LEFT IS LOWER THAN THE RIGHT CULVERT THE FLOW IS FROM LEFT TO RIGHT NEED TO RESET CULVERT SO WATER WILL FLOW TO OUTFALL DOWN THE STREET. 2) BOTH CULVERTS ARE FLOWING IN THE WRONG DIRECTION NEED TO RESET CULVERT SO THE FLOW FROM LEFT TO RIGHT. ------------------------------------------------------------------------------------- 3/28/2024 - PREVIOUS INSPECTION NOTES 3/28/24 NOTHING HAS CHANGED SINCE LAST INSPECTION CULVERT PIPE ELEVATIONS HAVE NOT CHANGED. BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place ________________________________________________________________________________________________________________________ 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24 BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM. THEY WILL HAVE TO BE RESET TO WITHIN THE SWALE PLAN DIAGRAM'S TOLERANCE. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ROW- PRE-APRON (PRE-POUR) | 04/04/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) THE CULVERT ON THE LEFT IS STILL LOWER THAN THE CULVERT ON THE RIGHT. 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. 2) THE CULVERT ON THE LEFT IS FLOWING THE WRONG DIRECTION. 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. 3) THE CULVERT TO THE RIGHT IS PITCHED TO MUCH. 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. 4) WITH THE RAIN YESTERDAY FOOTERS ARE FULL OF WATER. 5) WITH THE RAIN YESTERDAY THE SOIL ALONG THE CULVERTS ARE TO SOFT. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) 6) ALL FOOTER AT THE MITER ENDS NEED TO BE 6"X6". SEE DRAWING IN TECHNICAL MANUAL Sec 300.E --------------------------------------------------------------------------------------- 4/1/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE ON THE LEFT IS LOWER THAN THE RIGHT CULVERT THE FLOW IS FROM LEFT TO RIGHT NEED TO RESET CULVERT SO WATER WILL FLOW TO OUTFALL DOWN THE STREET. 2) BOTH CULVERTS ARE FLOWING IN THE WRONG DIRECTION NEED TO RESET CULVERT SO THE FLOW FROM LEFT TO RIGHT. ------------------------------------------------------------------------------------- 3/28/2024 - PREVIOUS INSPECTION NOTES 3/28/24 NOTHING HAS CHANGED SINCE LAST INSPECTION CULVERT PIPE ELEVATIONS HAVE NOT CHANGED. BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place ________________________________________________________________________________________________________________________ 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24 BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM. THEY WILL HAVE TO BE RESET TO WITHIN THE SWALE PLAN DIAGRAM'S TOLERANCE. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ROW- PROJECT STATUS | 04/04/2024 | APPROVED | PFLANAGAN |
| Note: MEETING PIPE GUY FOR DRIVEWAY CULVERTS | |||
| ROW- PRE-APRON (PRE-POUR) | 04/01/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) THE CULVERT PIPE ON THE LEFT IS LOWER THAN THE RIGHT CULVERT THE FLOW IS FROM LEFT TO RIGHT NEED TO RESET CULVERT SO WATER WILL FLOW TO OUTFALL DOWN THE STREET. 2) BOTH CULVERTS ARE FLOWING IN THE WRONG DIRECTION NEED TO RESET CULVERT SO THE FLOW FROM LEFT TO RIGHT. ------------------------------------------------------------------------------------- 3/28/2024 - PREVIOUS INSPECTION NOTES 3/28/24 NOTHING HAS CHANGED SINCE LAST INSPECTION CULVERT PIPE ELEVATIONS HAVE NOT CHANGED. BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place ________________________________________________________________________________________________________________________ 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24 BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM. THEY WILL HAVE TO BE RESET TO WITHIN THE SWALE PLAN DIAGRAM'S TOLERANCE. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ROW- PRE-APRON (PRE-POUR) | 03/28/2024 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 3/28/24 NOTHING HAS CHANGED SINCE LAST INSPECTION CULVERT PIPE ELEVATIONS HAVE NOT CHANGED. BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place ________________________________________________________________________________________________________________________ 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24 BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM. THEY WILL HAVE TO BE RESET TO WITHIN THE SWALE PLAN DIAGRAM'S TOLERANCE. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ROW- PRE-APRON (PRE-POUR) | 03/27/2024 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 3/27/24 BOTH CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM. THEY WILL HAVE TO BE RESET TO WITHIN THE SWALE PLAN DIAGRAM'S TOLERANCE. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place | |||
| ELECTRIC - EARLY POWER | 03/21/2024 | APPROVED | RMARTIN |
| GRAVITY SEWER TEST | 03/01/2024 | APPROVED | MGIBSON |
| U - SEWER TIE IN | 03/01/2024 | APPROVED | MGIBSON |
| LATH/BRICK/ WATER BARRIER | 01/29/2024 | APPROVED | AGAETANO |
| INSULATION | 01/24/2024 | APPROVED | AGAETANO |
| ALL ROUGH | 01/18/2024 | APPROVED | AGAETANO |
| ROOF VALLEY & METAL | 01/10/2024 | APPROVED | AGAETANO |
| WALL SHEATHING | 12/27/2023 | APPROVED | AGAETANO |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/27/2023 | APPROVED | AGAETANO |
| FOUND SURVEY APPROVED (OFFICE) | 12/07/2023 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 11/09/2023 | APPROVED | AGAETANO |
| Note: 11/8/2023 - PREVIOUS INSPECTION NOTES 11-8-2023 | |||
| TIE BEAM / LINTEL | 11/08/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 11-8-2023 Two missed dowels, highlighted on drawings. | |||
| MONOLITHIC SLAB | 10/27/2023 | APPROVED | FWILLIS |
| Note: 10/26/2023 - PREVIOUS INSPECTION NOTES 10/25/2023 - PREVIOUS INSPECTION NOTES 20-25-2023 AC chase cannot be in column area. FRC 403 10-26-2023 Above issue has not been resolved. AC chase cannot be in column area. FRC 403. | |||
| MONOLITHIC SLAB | 10/26/2023 | Disapproved -FEE REQUIRED | AGAETANO |
| Note: 10/25/2023 - PREVIOUS INSPECTION NOTES 20-25-2023 AC chase cannot be in column area. FRC 403 10-26-2023 Above issue has not been resolved. AC chase cannot be in column area. FRC 403. | |||
| MONOLITHIC SLAB | 10/25/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 20-25-2023 AC chase cannot be in column area. FRC 403 | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 10/20/2023 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 10/09/2023 | APPROVED | CBOWERMASTER |
| WILDLIFE CHECK - ENVIRONMENTAL | 08/30/2023 | APPROVED | DRODRIGUEZ |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 03/27/2024 | 04/01/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 03/27/2024 | 04/02/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 03/27/2024 | 04/01/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/27/2024 | 03/27/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/07/2023 | 12/07/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/07/2023 | 12/07/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 11/13/2023 | 11/14/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/23/2023 | 10/23/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 10/23/2023 | 10/30/2023 |
| Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/23/2023 | 10/23/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 09/08/2023 | 09/11/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/08/2023 | 09/11/2023 |
| Note: Released By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM | |||
| ZON | HOLD | 08/29/2023 | 08/29/2023 |
| Note: Held By: SCOTT THOMAS - - STHOMAS@PALMCOASTGOV.COM LOT SIZE REQUIRES TOTAL OF 7 TREES. ONLY 5 DEPICTED ON LANDSCAPE PLAN. | |||
| BADMIN | COMPLETE | 08/29/2023 | 09/05/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 08/25/2023 | 10/04/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| PLENV | COMPLETE | 08/25/2023 | 08/29/2023 |
| Note: Released By: DYLAN RODRIGUEZ - - DRODRIGUEZ@PALMCOASTGOV.COM Staff conducted a site visit on 08/29/2023 and found no Gopher Tortoise or their burrows. Staff suggests placing silt fence as soon as possible to prevent tortoise from moving into the lot. If any gopher tortoises are located in the future further coordination may be necessary. | |||
| BLD | COMPLETE | 08/24/2023 | 08/30/2023 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 08/24/2023 | 08/25/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 08/24/2023 | 08/29/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 08/24/2023 | 08/25/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 08/24/2023 | 08/29/2023 |
| LOCATE | COMPLETE | 08/24/2023 | 08/25/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 08/24/2023 | 08/29/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide duct layout signed by the AC contractor | |||
| SW1 | COMPLETE | 08/24/2023 | 08/25/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 08/24/2023 | 08/25/2023 |
| Note: Held By: SCOTT THOMAS - - STHOMAS@PALMCOASTGOV.COM LOT SIZE REQUIRES TOTAL OF 7 TREES. ONLY 5 DEPICTED ON LANDSCAPE PLAN. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| PLAN REVIEW - REVISION | ¤32.50 | 05/24/2024 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 05/24/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 05/24/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 05/24/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 05/24/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/24/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/24/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/24/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/24/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 09/12/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 09/12/2023 |
| TRANS IMPACT FEE ADMIN | ¤54.36 | 09/12/2023 |
| TRANS IMPACT FEE ADMIN | (¤54.36) | 09/12/2023 |
| SEWER CREDIT | (¤2,465.75) | 09/12/2023 |
| SEWER INSPECTION | ¤25.00 | 09/12/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 09/12/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 09/12/2023 |
| SITE PLAN 30 | ¤30.00 | 09/12/2023 |
| CONNECTION FEES | ¤1,166.26 | 09/12/2023 |
| FIRE IMPACT FEE ADMIN | ¤12.62 | 09/12/2023 |
| FIRE IMPACT FEE ADMIN | (¤12.62) | 09/12/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 09/12/2023 |
| IMPACT FEE FIRE | ¤420.52 | 09/12/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 09/12/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 09/12/2023 |
| IMPACT FEE PARKS | ¤1,769.15 | 09/12/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 09/12/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 09/12/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 09/12/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 09/12/2023 |
| PARKS IMPACT FEE ADMIN | ¤53.07 | 09/12/2023 |
| PARKS IMPACT FEE ADMIN | (¤53.07) | 09/12/2023 |
| SURCHARGE FS 533.721 | ¤6.31 | 09/12/2023 |
| SURCHARGE - FS 468.631 | ¤9.47 | 09/12/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 09/12/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 09/12/2023 |
| SW ENG PRE APRON | ¤30.00 | 09/12/2023 |
| WATER-METER | ¤505.39 | 09/12/2023 |
| WATER- TURN ON | ¤25.00 | 09/12/2023 |
| WATER- TURN ON | ¤25.00 | 09/12/2023 |
| ADJUSTMENT 50% | (¤630.99) | 09/12/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 09/12/2023 |
| INSPECTION - RESIDENTIAL | ¤959.75 | 09/12/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤272.22 | 09/12/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤19,878.53 |