I want to search for...
Permit #2023030964
Permit Details
Status: COED
| Parcel Id: 07-11-31-7026-00010-0140 |
| GARAGE: 262 sqft |
| CONDITIONED SPACE: 1298 sqft |
| OPENED PORCH (WITH ROOF) : 27 sqft |
| OPENED PORCH (WITH ROOF) : 50 sqft |
| CONDITIONED SPACE: 1298 sqft |
| GARAGE: 262 sqft |
| OPENED PORCH (WITH ROOF) : 50 sqft |
| OPENED PORCH (WITH ROOF) : 27 sqft |
| Total Square Footage: 3274 sqft |
| Block: 00010 |
| Subdivision: 2153 - SECTION 26-PINE GROVE |
| Job Phone: 863-647-5815 |
| Location Address: 29 PINE GROVE DR |
| Type: DU - DUPLEX |
| Issue Date: 04/17/2023 |
| NOC: RECORDED |
| Applicant name: MARK ALLAN HULBERT |
| Owner: HULBERT HOMES INC |
|
Address PO BOX 6254 LAKELAND, FL 33807 |
| Lot: 0140 |
| Contracted Stated Job Value: ¤300,000.00 |
| Job Description: Duplex |
| Type: CN |
Contractor
HULBERT HOMES INC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
PO BOX 6254 LAKELAND, FL 33813 |
CRC1331304 (Exp: 08/31/2026) | 863-647-5815 |
Sub Contractors
MOISES MERINO DIAZ
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3104 ORANOLE ROAD ORLANDO, FL 32810 |
CAC1820980 (Exp: 08/31/2026) | 407-225-3149 |
ANTONIO VINCENZO DAHM
| Status | Location Address | State License Number | Phone |
| ACTIVE |
10 RYBAR LANE PALM COAST, FL 32164 |
CFC1429951 (Exp: 08/31/2026) | 386-237-5692 |
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 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 06/03/2024 | FINAL APPROVED | BTAYLOR |
| Note: 5/29/2024 - PREVIOUS INSPECTION NOTES 5/29/24: Walked with Superintendent. Not Ready for Building Final Inspection. (a full inspection will be needed except for the items checked & approved as listed below. Approved (listed items only): * Smoke alarms / Insulation / AHU (in attic) & Condenser (installation only as energy calcs do not match & condensate lines are not 6" above grade) / B side dryer exhaust gooseneck - A side still has screen installed. | |||
| ROW - FINAL INSPECTION | 06/03/2024 | APPROVED - AS NOTED | PFLANAGAN |
| Note: CORRECTION MADE TO SWALE. TALKED TO CM ABOUT THE THE CULVERTS NEED TO BE CLEANED OUT HE STATES IT WILL BE TAKEN CARE OF. ---------------------------------------------------------------------------------- 5/22/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 9465 5/22/24 READ PREVIOUS INSPECTION NOTES. AS MENTIONED ON THE FINAL SURVEY INSPECTION YOUR RIGHT SIDE FRONT SWALE ELEVATIONS (24.6) ARE HIGHER THAN THE LEFT SIDE (24.3) FLOW IS LEFT TO RIGHT, YOU WILL NEED TO BRING THE SWALE DOWN 3 TENTHS ON THE RIGHT AND RUN IT FLAT AT 24.3 TO MATCH THE GRADE AT THE ADJOINING PROPERTY LINE. I AM APPROVING THIS FIELD SURVEY AS NOTED, CORRECTIONS REQUIRED NEED TO BE MADE BEFORE ROW FINAL SUBMITTAL. AREA HIGHLIGHTED IN WHITE PAINT THAT NEEDS CORRECTION. 5/21/24 UPON WALKING PROPERTY DETERMINED DRAINAGE WILL NOW FLOW AROUND PEP TANK AND REACH THE FRONT SWALE. AS MENTIONED ON THE FINAL SURVEY INSPECTION YOUR RIGHT SIDE FRONT SWALE ELEVATIONS (24.6) ARE HIGHER THAN THE LEFT SIDE (24.3) FLOW IS LEFT TO RIGHT, YOU WILL NEED TO BRING THE SWALE DOWN 3 TENTHS ON THE RIGHT AND RUN IT FLAT AT 24.3 TO MATCH THE GRADE AT THE ADJOINING PROPERTY LINE. I AM APPROVING THIS FIELD SURVEY AS NOTED, CORRECTIONS REQUIRED NEED TO BE MADE BEFORE ROW FINAL SUBMITTAL. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 5/21/24 PEP TANK DRAINAGE ELEVATION ISSUE CORRECTED. YOU ARE SHOWING THE RIGHT SIDE FRONT SWALE lOW SIDE) 3 TENTHS HIGHER THAN THE LEFT SIDE SWALE. WILL DETERMINE IF THIS IS CORRECT DURING FIELD SURVEY INSPECTION. APPROVING THIS FINAL SURVEY AS NOTED THAT FIELD CORRECTIONS MAY BE REQUIRED. 4/1/2024 - PREVIOUS INSPECTION NOTES 04/01/24 THERE WERE SOME CORRECTIONS MADE FROM PREVIOUS INSPECTION. THE AREA AROUND THE PEP TANK AND THE BACK LEFT CORNERS WILL WORK. THE AREA THAT WAS IN QUESTION ON THE BACK RIGHT WAS DUG TOO DEEP. THERRE IS NOW A LOW AREA THAT WILL HOLD WATER. IF YOU FEEL THIS IS NOT THE CASE PLEASE SUBMIT ANOTHER FINAL SURVEY WITH NEW ELEVATIONS INDICATING PROPER DRAINAGE ALONG RIGHT SIDE PROPERTY LINE. IN ADDITION BEFORE FINAL ROW INSPECTION THE SWALES TO THE LEFT AND RIGHT WILL NEED TO SODDED AND CULVERTS CLEARED OUT DUE TO THE DRAINAGE INSPECTIONS DURING CONSTRUCTION. THE DEAD SOD AND SEDIMENT IN CULVERTS IS A RESULT OF THE CONSTRUCTION ON 29 PINE GROVE. THIS IS JUST ONE THING THAT WILL NEED TO BE CORRECTED BEFORE FINAL ROW. THAT DOES NOT MEAN THAT THERE MAY BE OTHER CONDITIONS THAT WILL REQUIRE CORRECTING AT THAT TIME. 2/22/2024 - PREVIOUS INSPECTION NOTES 2/22/24 UPON WALKING PROPERTY. RIGHT SIDE PROPERTY LINE OUTLINED IN WHITE PAINT NEED TO CREATE A BERM/SWALE TO KEEP WATER MOVING FORWARD AND HAVE POSITIVE FLOW WITHOUT IMPACTING ADJOINING PROPERTY OWNER. LEFT REAR CORNER WHERE IT IS OUTLINED YOU WILL NEED TO CREATE A BIGGER BERM AROUND THE REAR PROPERTY CORNER AND DOWN THE PROPERTY LINE. IN THE FRONT LEFT CORNER AT MOST FORWARD PEP TANK WATER WILL POOL. NEED TO DETERMINE A WAY TO MOVE IT AROUND ATT BOX INTO FRONT SWALE. Inspector Notes from Inspection 9463 2/22/24 APPROVED AS NOTED THAT SWALE HAS FLOW. 2/9/2024 - PREVIOUS INSPECTION NOTES 2/9/24 RIGHT SIDE SWALE ELEVATION SHOWS 24.0 COMING OUT OF CULVERT GOING UP TO A 24.5 (5 TENTHS THEN 24.4 SHOWING THAT WATER WILL NOT BE ABLE TO HAVE POSITIVE DRAINAGE IN THE SWALE. THIS WILL ALLOW THE SWALE TO BACK UP UPSTREAM. I WILL NOT FEE YOU TODAY, BUT YOU NEED TO MAKE A SWALE ELEVATION CORRECTION IN THE FIELD TO BRING THESE NUMBERS TO POSITIVE DOWNSTREAM FLOW. 11/17/2023 - PREVIOUS INSPECTION NOTES THE ROADSIDE SWALE DOES NOT FLOW IN THE CORRECT WAY NEED TO FIX SO WATER WILL FLOW FROM LEFT TO RIGHT | |||
| U -UTILITY RESIDENTIAL FINAL | 05/29/2024 | FINAL APPROVED | LFITZGERALD |
| Note: 5/22/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY LFITZGERALD 5/22/2024 11:06:03 AM *** FRONT PEP TANK IS FULL-need access to garage to check breaker-if off please switch on so tank can draw down Inspector Notes from Inspection 9035 both A/B units with potable irrigation with PVB -no cross connection | |||
| BLD - BUILDING FINAL | 05/29/2024 | Disapproved - NO FEE | RSIMS |
| Note: 5/29/24: Walked with Superintendent. Not Ready for Building Final Inspection. (a full inspection will be needed except for the items checked & approved as listed below. Approved (listed items only): * Smoke alarms / Insulation / AHU (in attic) & Condenser (installation only as energy calcs do not match & condensate lines are not 6" above grade) / B side dryer exhaust gooseneck - A side still has screen installed. | |||
| ELECTRIC TEMP POLE | 05/22/2024 | CANCELLED BY INSPECTOR | RMARTIN |
| Note: Inspector Notes from Inspection 2190 Emailed FPL @ 1338. Release Power | |||
| U -UTILITY RESIDENTIAL FINAL | 05/22/2024 | Disapproved - NO FEE | LFITZGERALD |
| Note: *** NOTES ADDED BY LFITZGERALD 5/22/2024 11:06:03 AM *** FRONT PEP TANK IS FULL-need access to garage to check breaker-if off please switch on so tank can draw down Inspector Notes from Inspection 9035 both A/B units with potable irrigation with PVB -no cross connection | |||
| ROW - FINAL INSPECTION | 05/22/2024 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: Inspector Notes from Inspection 9465 5/22/24 READ PREVIOUS INSPECTION NOTES. AS MENTIONED ON THE FINAL SURVEY INSPECTION YOUR RIGHT SIDE FRONT SWALE ELEVATIONS (24.6) ARE HIGHER THAN THE LEFT SIDE (24.3) FLOW IS LEFT TO RIGHT, YOU WILL NEED TO BRING THE SWALE DOWN 3 TENTHS ON THE RIGHT AND RUN IT FLAT AT 24.3 TO MATCH THE GRADE AT THE ADJOINING PROPERTY LINE. I AM APPROVING THIS FIELD SURVEY AS NOTED, CORRECTIONS REQUIRED NEED TO BE MADE BEFORE ROW FINAL SUBMITTAL. AREA HIGHLIGHTED IN WHITE PAINT THAT NEEDS CORRECTION. 5/21/24 UPON WALKING PROPERTY DETERMINED DRAINAGE WILL NOW FLOW AROUND PEP TANK AND REACH THE FRONT SWALE. AS MENTIONED ON THE FINAL SURVEY INSPECTION YOUR RIGHT SIDE FRONT SWALE ELEVATIONS (24.6) ARE HIGHER THAN THE LEFT SIDE (24.3) FLOW IS LEFT TO RIGHT, YOU WILL NEED TO BRING THE SWALE DOWN 3 TENTHS ON THE RIGHT AND RUN IT FLAT AT 24.3 TO MATCH THE GRADE AT THE ADJOINING PROPERTY LINE. I AM APPROVING THIS FIELD SURVEY AS NOTED, CORRECTIONS REQUIRED NEED TO BE MADE BEFORE ROW FINAL SUBMITTAL. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 5/21/24 PEP TANK DRAINAGE ELEVATION ISSUE CORRECTED. YOU ARE SHOWING THE RIGHT SIDE FRONT SWALE lOW SIDE) 3 TENTHS HIGHER THAN THE LEFT SIDE SWALE. WILL DETERMINE IF THIS IS CORRECT DURING FIELD SURVEY INSPECTION. APPROVING THIS FINAL SURVEY AS NOTED THAT FIELD CORRECTIONS MAY BE REQUIRED. 4/1/2024 - PREVIOUS INSPECTION NOTES 04/01/24 THERE WERE SOME CORRECTIONS MADE FROM PREVIOUS INSPECTION. THE AREA AROUND THE PEP TANK AND THE BACK LEFT CORNERS WILL WORK. THE AREA THAT WAS IN QUESTION ON THE BACK RIGHT WAS DUG TOO DEEP. THERRE IS NOW A LOW AREA THAT WILL HOLD WATER. IF YOU FEEL THIS IS NOT THE CASE PLEASE SUBMIT ANOTHER FINAL SURVEY WITH NEW ELEVATIONS INDICATING PROPER DRAINAGE ALONG RIGHT SIDE PROPERTY LINE. IN ADDITION BEFORE FINAL ROW INSPECTION THE SWALES TO THE LEFT AND RIGHT WILL NEED TO SODDED AND CULVERTS CLEARED OUT DUE TO THE DRAINAGE INSPECTIONS DURING CONSTRUCTION. THE DEAD SOD AND SEDIMENT IN CULVERTS IS A RESULT OF THE CONSTRUCTION ON 29 PINE GROVE. THIS IS JUST ONE THING THAT WILL NEED TO BE CORRECTED BEFORE FINAL ROW. THAT DOES NOT MEAN THAT THERE MAY BE OTHER CONDITIONS THAT WILL REQUIRE CORRECTING AT THAT TIME. 2/22/2024 - PREVIOUS INSPECTION NOTES 2/22/24 UPON WALKING PROPERTY. RIGHT SIDE PROPERTY LINE OUTLINED IN WHITE PAINT NEED TO CREATE A BERM/SWALE TO KEEP WATER MOVING FORWARD AND HAVE POSITIVE FLOW WITHOUT IMPACTING ADJOINING PROPERTY OWNER. LEFT REAR CORNER WHERE IT IS OUTLINED YOU WILL NEED TO CREATE A BIGGER BERM AROUND THE REAR PROPERTY CORNER AND DOWN THE PROPERTY LINE. IN THE FRONT LEFT CORNER AT MOST FORWARD PEP TANK WATER WILL POOL. NEED TO DETERMINE A WAY TO MOVE IT AROUND ATT BOX INTO FRONT SWALE. Inspector Notes from Inspection 9463 2/22/24 APPROVED AS NOTED THAT SWALE HAS FLOW. 2/9/2024 - PREVIOUS INSPECTION NOTES 2/9/24 RIGHT SIDE SWALE ELEVATION SHOWS 24.0 COMING OUT OF CULVERT GOING UP TO A 24.5 (5 TENTHS THEN 24.4 SHOWING THAT WATER WILL NOT BE ABLE TO HAVE POSITIVE DRAINAGE IN THE SWALE. THIS WILL ALLOW THE SWALE TO BACK UP UPSTREAM. I WILL NOT FEE YOU TODAY, BUT YOU NEED TO MAKE A SWALE ELEVATION CORRECTION IN THE FIELD TO BRING THESE NUMBERS TO POSITIVE DOWNSTREAM FLOW. 11/17/2023 - PREVIOUS INSPECTION NOTES THE ROADSIDE SWALE DOES NOT FLOW IN THE CORRECT WAY NEED TO FIX SO WATER WILL FLOW FROM LEFT TO RIGHT | |||
| ROW - FINAL APRON (AFTER POUR) | 05/22/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 5/22/24 PIPE ELEVATION IS GOOD CUTS MADE. CULVERT CLEAR. HOT PATCH COMPLETED AT THE TIME OF THIS INSPECTION. I AM APPROVING THIS INSPECTION AS NOTED THAT THERE IS A CRACK IN THE DRIVEWAY THAT YOU WILL BE RESPONSIBLE FOR AFTER THIS APPROVAL PHOTO FOR REFERENCE. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 5/21/24 UPON WALKING PROPERTY DETERMINED DRAINAGE WILL NOW FLOW AROUND PEP TANK AND REACH THE FRONT SWALE. AS MENTIONED ON THE FINAL SURVEY INSPECTION YOUR RIGHT SIDE FRONT SWALE ELEVATIONS (24.6) ARE HIGHER THAN THE LEFT SIDE (24.3) FLOW IS LEFT TO RIGHT, YOU WILL NEED TO BRING THE SWALE DOWN 3 TENTHS ON THE RIGHT AND RUN IT FLAT AT 24.3 TO MATCH THE GRADE AT THE ADJOINING PROPERTY LINE. I AM APPROVING THIS FIELD SURVEY AS NOTED, CORRECTIONS REQUIRED NEED TO BE MADE BEFORE ROW FINAL SUBMITTAL. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 5/21/24 PEP TANK DRAINAGE ELEVATION ISSUE CORRECTED. YOU ARE SHOWING THE RIGHT SIDE FRONT SWALE lOW SIDE) 3 TENTHS HIGHER THAN THE LEFT SIDE SWALE. WILL DETERMINE IF THIS IS CORRECT DURING FIELD SURVEY INSPECTION. APPROVING THIS FINAL SURVEY AS NOTED THAT FIELD CORRECTIONS MAY BE REQUIRED. 4/1/2024 - PREVIOUS INSPECTION NOTES 04/01/24 THERE WERE SOME CORRECTIONS MADE FROM PREVIOUS INSPECTION. THE AREA AROUND THE PEP TANK AND THE BACK LEFT CORNERS WILL WORK. THE AREA THAT WAS IN QUESTION ON THE BACK RIGHT WAS DUG TOO DEEP. THERRE IS NOW A LOW AREA THAT WILL HOLD WATER. IF YOU FEEL THIS IS NOT THE CASE PLEASE SUBMIT ANOTHER FINAL SURVEY WITH NEW ELEVATIONS INDICATING PROPER DRAINAGE ALONG RIGHT SIDE PROPERTY LINE. IN ADDITION BEFORE FINAL ROW INSPECTION THE SWALES TO THE LEFT AND RIGHT WILL NEED TO SODDED AND CULVERTS CLEARED OUT DUE TO THE DRAINAGE INSPECTIONS DURING CONSTRUCTION. THE DEAD SOD AND SEDIMENT IN CULVERTS IS A RESULT OF THE CONSTRUCTION ON 29 PINE GROVE. THIS IS JUST ONE THING THAT WILL NEED TO BE CORRECTED BEFORE FINAL ROW. THAT DOES NOT MEAN THAT THERE MAY BE OTHER CONDITIONS THAT WILL REQUIRE CORRECTING AT THAT TIME. 2/22/2024 - PREVIOUS INSPECTION NOTES 2/22/24 UPON WALKING PROPERTY. RIGHT SIDE PROPERTY LINE OUTLINED IN WHITE PAINT NEED TO CREATE A BERM/SWALE TO KEEP WATER MOVING FORWARD AND HAVE POSITIVE FLOW WITHOUT IMPACTING ADJOINING PROPERTY OWNER. LEFT REAR CORNER WHERE IT IS OUTLINED YOU WILL NEED TO CREATE A BIGGER BERM AROUND THE REAR PROPERTY CORNER AND DOWN THE PROPERTY LINE. IN THE FRONT LEFT CORNER AT MOST FORWARD PEP TANK WATER WILL POOL. NEED TO DETERMINE A WAY TO MOVE IT AROUND ATT BOX INTO FRONT SWALE. Inspector Notes from Inspection 9463 2/22/24 APPROVED AS NOTED THAT SWALE HAS FLOW. 2/9/2024 - PREVIOUS INSPECTION NOTES 2/9/24 RIGHT SIDE SWALE ELEVATION SHOWS 24.0 COMING OUT OF CULVERT GOING UP TO A 24.5 (5 TENTHS THEN 24.4 SHOWING THAT WATER WILL NOT BE ABLE TO HAVE POSITIVE DRAINAGE IN THE SWALE. THIS WILL ALLOW THE SWALE TO BACK UP UPSTREAM. I WILL NOT FEE YOU TODAY, BUT YOU NEED TO MAKE A SWALE ELEVATION CORRECTION IN THE FIELD TO BRING THESE NUMBERS TO POSITIVE DOWNSTREAM FLOW. 11/17/2023 - PREVIOUS INSPECTION NOTES THE ROADSIDE SWALE DOES NOT FLOW IN THE CORRECT WAY NEED TO FIX SO WATER WILL FLOW FROM LEFT TO RIGHT Inspector Notes from Inspection 9465 5/21/24 UPON WALKING PROPERTY DETERMINED DRAINAGE WILL NOW FLOW AROUND PEP TANK AND REACH THE FRONT SWALE. AS MENTIONED ON THE FINAL SURVEY INSPECTION YOUR RIGHT SIDE FRONT SWALE ELEVATIONS (24.6) ARE HIGHER THAN THE LEFT SIDE (24.3) FLOW IS LEFT TO RIGHT, YOU WILL NEED TO BRING THE SWALE DOWN 3 TENTHS ON THE RIGHT AND RUN IT FLAT AT 24.3 TO MATCH THE GRADE AT THE ADJOINING PROPERTY LINE. I AM APPROVING THIS FIELD SURVEY AS NOTED, CORRECTIONS REQUIRED NEED TO BE MADE BEFORE ROW FINAL SUBMITTAL. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 5/21/24 PEP TANK DRAINAGE ELEVATION ISSUE CORRECTED. YOU ARE SHOWING THE RIGHT SIDE FRONT SWALE lOW SIDE) 3 TENTHS HIGHER THAN THE LEFT SIDE SWALE. WILL DETERMINE IF THIS IS CORRECT DURING FIELD SURVEY INSPECTION. APPROVING THIS FINAL SURVEY AS NOTED THAT FIELD CORRECTIONS MAY BE REQUIRED. 4/1/2024 - PREVIOUS INSPECTION NOTES 04/01/24 THERE WERE SOME CORRECTIONS MADE FROM PREVIOUS INSPECTION. THE AREA AROUND THE PEP TANK AND THE BACK LEFT CORNERS WILL WORK. THE AREA THAT WAS IN QUESTION ON THE BACK RIGHT WAS DUG TOO DEEP. THERRE IS NOW A LOW AREA THAT WILL HOLD WATER. IF YOU FEEL THIS IS NOT THE CASE PLEASE SUBMIT ANOTHER FINAL SURVEY WITH NEW ELEVATIONS INDICATING PROPER DRAINAGE ALONG RIGHT SIDE PROPERTY LINE. IN ADDITION BEFORE FINAL ROW INSPECTION THE SWALES TO THE LEFT AND RIGHT WILL NEED TO SODDED AND CULVERTS CLEARED OUT DUE TO THE DRAINAGE INSPECTIONS DURING CONSTRUCTION. THE DEAD SOD AND SEDIMENT IN CULVERTS IS A RESULT OF THE CONSTRUCTION ON 29 PINE GROVE. THIS IS JUST ONE THING THAT WILL NEED TO BE CORRECTED BEFORE FINAL ROW. THAT DOES NOT MEAN THAT THERE MAY BE OTHER CONDITIONS THAT WILL REQUIRE CORRECTING AT THAT TIME. 2/22/2024 - PREVIOUS INSPECTION NOTES 2/22/24 UPON WALKING PROPERTY. RIGHT SIDE PROPERTY LINE OUTLINED IN WHITE PAINT NEED TO CREATE A BERM/SWALE TO KEEP WATER MOVING FORWARD AND HAVE POSITIVE FLOW WITHOUT IMPACTING ADJOINING PROPERTY OWNER. LEFT REAR CORNER WHERE IT IS OUTLINED YOU WILL NEED TO CREATE A BIGGER BERM AROUND THE REAR PROPERTY CORNER AND DOWN THE PROPERTY LINE. IN THE FRONT LEFT CORNER AT MOST FORWARD PEP TANK WATER WILL POOL. NEED TO DETERMINE A WAY TO MOVE IT AROUND ATT BOX INTO FRONT SWALE. Inspector Notes from Inspection 9463 2/22/24 APPROVED AS NOTED THAT SWALE HAS FLOW. 2/9/2024 - PREVIOUS INSPECTION NOTES 2/9/24 RIGHT SIDE SWALE ELEVATION SHOWS 24.0 COMING OUT OF CULVERT GOING UP TO A 24.5 (5 TENTHS THEN 24.4 SHOWING THAT WATER WILL NOT BE ABLE TO HAVE POSITIVE DRAINAGE IN THE SWALE. THIS WILL ALLOW THE SWALE TO BACK UP UPSTREAM. I WILL NOT FEE YOU TODAY, BUT YOU NEED TO MAKE A SWALE ELEVATION CORRECTION IN THE FIELD TO BRING THESE NUMBERS TO POSITIVE DOWNSTREAM FLOW. 11/17/2023 - PREVIOUS INSPECTION NOTES THE ROADSIDE SWALE DOES NOT FLOW IN THE CORRECT WAY NEED TO FIX SO WATER WILL FLOW FROM LEFT TO RIGHT | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/21/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 5/21/24 PEP TANK DRAINAGE ELEVATION ISSUE CORRECTED. YOU ARE SHOWING THE RIGHT SIDE FRONT SWALE lOW SIDE) 3 TENTHS HIGHER THAN THE LEFT SIDE SWALE. WILL DETERMINE IF THIS IS CORRECT DURING FIELD SURVEY INSPECTION. APPROVING THIS FINAL SURVEY AS NOTED THAT FIELD CORRECTIONS MAY BE REQUIRED. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/21/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 5/21/24 UPON WALKING PROPERTY DETERMINED DRAINAGE WILL NOW FLOW AROUND PEP TANK AND REACH THE FRONT SWALE. AS MENTIONED ON THE FINAL SURVEY INSPECTION YOUR RIGHT SIDE FRONT SWALE ELEVATIONS (24.6) ARE HIGHER THAN THE LEFT SIDE (24.3) FLOW IS LEFT TO RIGHT, YOU WILL NEED TO BRING THE SWALE DOWN 3 TENTHS ON THE RIGHT AND RUN IT FLAT AT 24.3 TO MATCH THE GRADE AT THE ADJOINING PROPERTY LINE. I AM APPROVING THIS FIELD SURVEY AS NOTED, CORRECTIONS REQUIRED NEED TO BE MADE BEFORE ROW FINAL SUBMITTAL. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 5/21/24 PEP TANK DRAINAGE ELEVATION ISSUE CORRECTED. YOU ARE SHOWING THE RIGHT SIDE FRONT SWALE lOW SIDE) 3 TENTHS HIGHER THAN THE LEFT SIDE SWALE. WILL DETERMINE IF THIS IS CORRECT DURING FIELD SURVEY INSPECTION. APPROVING THIS FINAL SURVEY AS NOTED THAT FIELD CORRECTIONS MAY BE REQUIRED. 4/1/2024 - PREVIOUS INSPECTION NOTES 04/01/24 THERE WERE SOME CORRECTIONS MADE FROM PREVIOUS INSPECTION. THE AREA AROUND THE PEP TANK AND THE BACK LEFT CORNERS WILL WORK. THE AREA THAT WAS IN QUESTION ON THE BACK RIGHT WAS DUG TOO DEEP. THERRE IS NOW A LOW AREA THAT WILL HOLD WATER. IF YOU FEEL THIS IS NOT THE CASE PLEASE SUBMIT ANOTHER FINAL SURVEY WITH NEW ELEVATIONS INDICATING PROPER DRAINAGE ALONG RIGHT SIDE PROPERTY LINE. IN ADDITION BEFORE FINAL ROW INSPECTION THE SWALES TO THE LEFT AND RIGHT WILL NEED TO SODDED AND CULVERTS CLEARED OUT DUE TO THE DRAINAGE INSPECTIONS DURING CONSTRUCTION. THE DEAD SOD AND SEDIMENT IN CULVERTS IS A RESULT OF THE CONSTRUCTION ON 29 PINE GROVE. THIS IS JUST ONE THING THAT WILL NEED TO BE CORRECTED BEFORE FINAL ROW. THAT DOES NOT MEAN THAT THERE MAY BE OTHER CONDITIONS THAT WILL REQUIRE CORRECTING AT THAT TIME. 2/22/2024 - PREVIOUS INSPECTION NOTES 2/22/24 UPON WALKING PROPERTY. RIGHT SIDE PROPERTY LINE OUTLINED IN WHITE PAINT NEED TO CREATE A BERM/SWALE TO KEEP WATER MOVING FORWARD AND HAVE POSITIVE FLOW WITHOUT IMPACTING ADJOINING PROPERTY OWNER. LEFT REAR CORNER WHERE IT IS OUTLINED YOU WILL NEED TO CREATE A BIGGER BERM AROUND THE REAR PROPERTY CORNER AND DOWN THE PROPERTY LINE. IN THE FRONT LEFT CORNER AT MOST FORWARD PEP TANK WATER WILL POOL. NEED TO DETERMINE A WAY TO MOVE IT AROUND ATT BOX INTO FRONT SWALE. Inspector Notes from Inspection 9463 2/22/24 APPROVED AS NOTED THAT SWALE HAS FLOW. 2/9/2024 - PREVIOUS INSPECTION NOTES 2/9/24 RIGHT SIDE SWALE ELEVATION SHOWS 24.0 COMING OUT OF CULVERT GOING UP TO A 24.5 (5 TENTHS THEN 24.4 SHOWING THAT WATER WILL NOT BE ABLE TO HAVE POSITIVE DRAINAGE IN THE SWALE. THIS WILL ALLOW THE SWALE TO BACK UP UPSTREAM. I WILL NOT FEE YOU TODAY, BUT YOU NEED TO MAKE A SWALE ELEVATION CORRECTION IN THE FIELD TO BRING THESE NUMBERS TO POSITIVE DOWNSTREAM FLOW. 11/17/2023 - PREVIOUS INSPECTION NOTES THE ROADSIDE SWALE DOES NOT FLOW IN THE CORRECT WAY NEED TO FIX SO WATER WILL FLOW FROM LEFT TO RIGHT | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 04/01/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 04/01/24 THERE WERE SOME CORRECTIONS MADE FROM PREVIOUS INSPECTION. THE AREA AROUND THE PEP TANK AND THE BACK LEFT CORNERS WILL WORK. THE AREA THAT WAS IN QUESTION ON THE BACK RIGHT WAS DUG TOO DEEP. THERRE IS NOW A LOW AREA THAT WILL HOLD WATER. IF YOU FEEL THIS IS NOT THE CASE PLEASE SUBMIT ANOTHER FINAL SURVEY WITH NEW ELEVATIONS INDICATING PROPER DRAINAGE ALONG RIGHT SIDE PROPERTY LINE. IN ADDITION BEFORE FINAL ROW INSPECTION THE SWALES TO THE LEFT AND RIGHT WILL NEED TO SODDED AND CULVERTS CLEARED OUT DUE TO THE DRAINAGE INSPECTIONS DURING CONSTRUCTION. THE DEAD SOD AND SEDIMENT IN CULVERTS IS A RESULT OF THE CONSTRUCTION ON 29 PINE GROVE. THIS IS JUST ONE THING THAT WILL NEED TO BE CORRECTED BEFORE FINAL ROW. THAT DOES NOT MEAN THAT THERE MAY BE OTHER CONDITIONS THAT WILL REQUIRE CORRECTING AT THAT TIME. 2/22/2024 - PREVIOUS INSPECTION NOTES 2/22/24 UPON WALKING PROPERTY. RIGHT SIDE PROPERTY LINE OUTLINED IN WHITE PAINT NEED TO CREATE A BERM/SWALE TO KEEP WATER MOVING FORWARD AND HAVE POSITIVE FLOW WITHOUT IMPACTING ADJOINING PROPERTY OWNER. LEFT REAR CORNER WHERE IT IS OUTLINED YOU WILL NEED TO CREATE A BIGGER BERM AROUND THE REAR PROPERTY CORNER AND DOWN THE PROPERTY LINE. IN THE FRONT LEFT CORNER AT MOST FORWARD PEP TANK WATER WILL POOL. NEED TO DETERMINE A WAY TO MOVE IT AROUND ATT BOX INTO FRONT SWALE. Inspector Notes from Inspection 9463 2/22/24 APPROVED AS NOTED THAT SWALE HAS FLOW. 2/9/2024 - PREVIOUS INSPECTION NOTES 2/9/24 RIGHT SIDE SWALE ELEVATION SHOWS 24.0 COMING OUT OF CULVERT GOING UP TO A 24.5 (5 TENTHS THEN 24.4 SHOWING THAT WATER WILL NOT BE ABLE TO HAVE POSITIVE DRAINAGE IN THE SWALE. THIS WILL ALLOW THE SWALE TO BACK UP UPSTREAM. I WILL NOT FEE YOU TODAY, BUT YOU NEED TO MAKE A SWALE ELEVATION CORRECTION IN THE FIELD TO BRING THESE NUMBERS TO POSITIVE DOWNSTREAM FLOW. 11/17/2023 - PREVIOUS INSPECTION NOTES THE ROADSIDE SWALE DOES NOT FLOW IN THE CORRECT WAY NEED TO FIX SO WATER WILL FLOW FROM LEFT TO RIGHT | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/22/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 2/22/24 APPROVED AS NOTED THAT SWALE HAS FLOW. 2/9/2024 - PREVIOUS INSPECTION NOTES 2/9/24 RIGHT SIDE SWALE ELEVATION SHOWS 24.0 COMING OUT OF CULVERT GOING UP TO A 24.5 (5 TENTHS THEN 24.4 SHOWING THAT WATER WILL NOT BE ABLE TO HAVE POSITIVE DRAINAGE IN THE SWALE. THIS WILL ALLOW THE SWALE TO BACK UP UPSTREAM. I WILL NOT FEE YOU TODAY, BUT YOU NEED TO MAKE A SWALE ELEVATION CORRECTION IN THE FIELD TO BRING THESE NUMBERS TO POSITIVE DOWNSTREAM FLOW. 11/17/2023 - PREVIOUS INSPECTION NOTES THE ROADSIDE SWALE DOES NOT FLOW IN THE CORRECT WAY NEED TO FIX SO WATER WILL FLOW FROM LEFT TO RIGHT | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 02/22/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 2/22/24 UPON WALKING PROPERTY. RIGHT SIDE PROPERTY LINE OUTLINED IN WHITE PAINT NEED TO CREATE A BERM/SWALE TO KEEP WATER MOVING FORWARD AND HAVE POSITIVE FLOW WITHOUT IMPACTING ADJOINING PROPERTY OWNER. LEFT REAR CORNER WHERE IT IS OUTLINED YOU WILL NEED TO CREATE A BIGGER BERM AROUND THE REAR PROPERTY CORNER AND DOWN THE PROPERTY LINE. IN THE FRONT LEFT CORNER AT MOST FORWARD PEP TANK WATER WILL POOL. NEED TO DETERMINE A WAY TO MOVE IT AROUND ATT BOX INTO FRONT SWALE. Inspector Notes from Inspection 9463 2/22/24 APPROVED AS NOTED THAT SWALE HAS FLOW. 2/9/2024 - PREVIOUS INSPECTION NOTES 2/9/24 RIGHT SIDE SWALE ELEVATION SHOWS 24.0 COMING OUT OF CULVERT GOING UP TO A 24.5 (5 TENTHS THEN 24.4 SHOWING THAT WATER WILL NOT BE ABLE TO HAVE POSITIVE DRAINAGE IN THE SWALE. THIS WILL ALLOW THE SWALE TO BACK UP UPSTREAM. I WILL NOT FEE YOU TODAY, BUT YOU NEED TO MAKE A SWALE ELEVATION CORRECTION IN THE FIELD TO BRING THESE NUMBERS TO POSITIVE DOWNSTREAM FLOW. 11/17/2023 - PREVIOUS INSPECTION NOTES THE ROADSIDE SWALE DOES NOT FLOW IN THE CORRECT WAY NEED TO FIX SO WATER WILL FLOW FROM LEFT TO RIGHT | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 02/12/2024 | CANCELLED BY APPLICANT | WEB |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/09/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 2/9/24 RIGHT SIDE SWALE ELEVATION SHOWS 24.0 COMING OUT OF CULVERT GOING UP TO A 24.5 (5 TENTHS THEN 24.4 SHOWING THAT WATER WILL NOT BE ABLE TO HAVE POSITIVE DRAINAGE IN THE SWALE. THIS WILL ALLOW THE SWALE TO BACK UP UPSTREAM. I WILL NOT FEE YOU TODAY, BUT YOU NEED TO MAKE A SWALE ELEVATION CORRECTION IN THE FIELD TO BRING THESE NUMBERS TO POSITIVE DOWNSTREAM FLOW. 11/17/2023 - PREVIOUS INSPECTION NOTES THE ROADSIDE SWALE DOES NOT FLOW IN THE CORRECT WAY NEED TO FIX SO WATER WILL FLOW FROM LEFT TO RIGHT | |||
| FIREWALL FINAL | 12/01/2023 | APPROVED | KSANDOE |
| U-CROSS CONNECTION | 12/01/2023 | APPROVED - AS NOTED | LFITZGERALD |
| Note: both A/B units with potable irrigation with PVB -no cross connection | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 11/17/2023 | Disapproved - NO FEE | PFLANAGAN |
| Note: THE ROADSIDE SWALE DOES NOT FLOW IN THE CORRECT WAY NEED TO FIX SO WATER WILL FLOW FROM LEFT TO RIGHT | |||
| ROW- PRE-APRON (PRE-POUR) | 10/18/2023 | APPROVED | PFLANAGAN |
| Note: IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARTS 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. -------------------------------------------------------------------------- 10/17/2023 - PREVIOUS INSPECTION NOTES CULVERT PIPE IS PITCHED THE WRONG WAY 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 ------------------------------------------------------------------------------- 10/12/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 9470 05/09/23 PIPE IS UNDER DIRT AND MATCHES SWALE GRADE. SWALE IS OPEN TO FLOW. BUILDER WILL NEED TO ENSURE SWALE IS KEPT OPEN AND PIPE HAS FLOW DURING CONSTRUCTION PROCESS. ___________________________________________________________________________________________________________________________ 5/2/2023 - PREVIOUS INSPECTION NOTES 5/2/23= they need to lower the HDPE pipe like 5 inches in the ground the plastic HDPE is above the ground . INSPECTOR BE BACK ON 5/9/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/26/ 2023 - PREVIOUS INSPECTION NOTES 04/26/23= Builder needs to keep the swale drainage open during the entire course of construction. Either by regrading every day or installing a temporary pipe and maintaining it to allow for drainage. Next inspection 5/2/23 PICTURE ATTACHED | |||
| ROW- PRE-APRON (PRE-POUR) | 10/17/2023 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: CULVERT PIPE IS PITCHED THE WRONG WAY 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 ------------------------------------------------------------------------------- 10/12/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 9470 05/09/23 PIPE IS UNDER DIRT AND MATCHES SWALE GRADE. SWALE IS OPEN TO FLOW. BUILDER WILL NEED TO ENSURE SWALE IS KEPT OPEN AND PIPE HAS FLOW DURING CONSTRUCTION PROCESS. ___________________________________________________________________________________________________________________________ 5/2/2023 - PREVIOUS INSPECTION NOTES 5/2/23= they need to lower the HDPE pipe like 5 inches in the ground the plastic HDPE is above the ground . INSPECTOR BE BACK ON 5/9/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/26/ 2023 - PREVIOUS INSPECTION NOTES 04/26/23= Builder needs to keep the swale drainage open during the entire course of construction. Either by regrading every day or installing a temporary pipe and maintaining it to allow for drainage. Next inspection 5/2/23 PICTURE ATTACHED | |||
| ROW- PRE-APRON (PRE-POUR) | 10/12/2023 | CANCELLED BY APPLICANT | PFLANAGAN |
| Note: Inspector Notes from Inspection 9470 05/09/23 PIPE IS UNDER DIRT AND MATCHES SWALE GRADE. SWALE IS OPEN TO FLOW. BUILDER WILL NEED TO ENSURE SWALE IS KEPT OPEN AND PIPE HAS FLOW DURING CONSTRUCTION PROCESS. ___________________________________________________________________________________________________________________________ 5/2/2023 - PREVIOUS INSPECTION NOTES 5/2/23= they need to lower the HDPE pipe like 5 inches in the ground the plastic HDPE is above the ground . INSPECTOR BE BACK ON 5/9/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/26/ 2023 - PREVIOUS INSPECTION NOTES 04/26/23= Builder needs to keep the swale drainage open during the entire course of construction. Either by regrading every day or installing a temporary pipe and maintaining it to allow for drainage. Next inspection 5/2/23 PICTURE ATTACHED | |||
| GRAVITY SEWER TEST | 10/11/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 Swale area needs to be maintained clear for stormwater drainage at all times NEXT TIME GRAVITY SEWER NEEDS TO BE LEFT OPE FOR INSPECTION SWELL NEEDS ATTENTION STILL 4/27/2023 - PREVIOUS INSPECTION NOTES | |||
| U - SEWER TIE IN | 10/11/2023 | APPROVED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 Swale area needs to be maintained clear for stormwater drainage at all times 4/27/2023 - PREVIOUS INSPECTION NOTES | |||
| ELECTRIC - EARLY POWER | 10/03/2023 | APPROVED - AS NOTED | KSANDOE |
| Note: Emailed FPL @ 1338. Release Power | |||
| PEP TANK INSTALLATION REQUEST | 09/14/2023 | APPROVED | CBOWERMASTER |
| Note: 9/13/2023 7:40:22 AM- PREVIOUS INSPECTION NOTES dumpster | |||
| PEP TANK INSTALLATION REQUEST | 09/12/2023 | Disapproved -FEE REQUIRED | CBOWERMASTER |
| Note: dumpster | |||
| ELECTRIC TEMP POLE | 08/03/2023 | Disapproved - NO FEE | KSANDOE |
| Note: Contact inspector. Ken 386-986-9364 | |||
| INSULATION | 07/28/2023 | APPROVED | KSANDOE |
| FIREWALL DRYWALL NAILING | 07/25/2023 | APPROVED | KSANDOE |
| LATH/BRICK/ WATER BARRIER | 07/21/2023 | APPROVED | KSANDOE |
| Note: Inspector Notes from Inspection 2420 Please clean up jobsite of all garbage and debris front and rear | |||
| ALL ROUGH | 07/19/2023 | APPROVED - AS NOTED | TSTAUFFACHER |
| Note: Please clean up jobsite of all garbage and debris front and rear | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 07/18/2023 | APPROVED | KSANDOE |
| Note: 7/14/2023 - PREVIOUS INSPECTION NOTES No address posted. Need truss packet on site for inspection 7/11/2023 - PREVIOUS INSPECTION NOTES 7/7/2023 - PREVIOUS INSPECTION NOTES Not ready for inspection. Crews working 7/11/23 - COULDN'T INSPECT. 6 ELECTRICIANS WORKING. PULLING WIRE INSTALL BOXES ETC. MULTIPLE TRIP HAZARDS ON THE FLOOR. THERE TOOLS PLUS EQUIPMENT, SUPPLIES, LADDERS, WIRES etc... | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 07/14/2023 | Disapproved -FEE REQUIRED | KSANDOE |
| Note: No address posted. Need truss packet on site for inspection 7/11/2023 - PREVIOUS INSPECTION NOTES 7/7/2023 - PREVIOUS INSPECTION NOTES Not ready for inspection. Crews working 7/11/23 - COULDN'T INSPECT. 6 ELECTRICIANS WORKING. PULLING WIRE INSTALL BOXES ETC. MULTIPLE TRIP HAZARDS ON THE FLOOR. THERE TOOLS PLUS EQUIPMENT, SUPPLIES, LADDERS, WIRES etc... | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 07/11/2023 | Disapproved - NO FEE | FWILLIS |
| Note: 7/7/2023 - PREVIOUS INSPECTION NOTES Not ready for inspection. Crews working 7/11/23 - COULDN'T INSPECT. 6 ELECTRICIANS WORKING. PULLING WIRE INSTALL BOXES ETC. MULTIPLE TRIP HAZARDS ON THE FLOOR. THERE TOOLS PLUS EQUIPMENT, SUPPLIES, LADDERS, WIRES etc... | |||
| ROOF VALLEY & METAL | 07/11/2023 | APPROVED | FWILLIS |
| Note: 7/7/2023 - PREVIOUS INSPECTION NOTES Not ready for inspection. Crews working | |||
| WALL SHEATHING | 07/11/2023 | APPROVED | FWILLIS |
| Note: 7/7/2023 - PREVIOUS INSPECTION NOTES Not ready for inspection. Crews working | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 07/07/2023 | Disapproved - NO FEE | KSANDOE |
| Note: Not ready for inspection. Crews working | |||
| WALL SHEATHING | 07/07/2023 | Disapproved - NO FEE | KSANDOE |
| Note: Not ready for inspection. Crews working | |||
| ROOF VALLEY & METAL | 07/07/2023 | Disapproved - NO FEE | KSANDOE |
| Note: Not ready for inspection. Crews working | |||
| FOUND SURVEY APPROVED (OFFICE) | 07/06/2023 | APPROVED | CGONCALVES |
| TIE BEAM / LINTEL | 05/15/2023 | APPROVED | KSANDOE |
| Note: 5/12/2023 - PREVIOUS INSPECTION NOTES Missing dowel at entry Inspector Notes from Inspection 2250 Please install silt fencing | |||
| TIE BEAM / LINTEL | 05/12/2023 | Disapproved - NO FEE | KSANDOE |
| Note: Missing dowel at entry Inspector Notes from Inspection 2250 Please install silt fencing | |||
| ROW - DRAINAGE | 05/09/2023 | APPROVED - AS NOTED | FSLADISH |
| Note: 05/09/23 PIPE IS UNDER DIRT AND MATCHES SWALE GRADE. SWALE IS OPEN TO FLOW. BUILDER WILL NEED TO ENSURE SWALE IS KEPT OPEN AND PIPE HAS FLOW DURING CONSTRUCTION PROCESS. ___________________________________________________________________________________________________________________________ 5/2/2023 - PREVIOUS INSPECTION NOTES 5/2/23= they need to lower the HDPE pipe like 5 inches in the ground the plastic HDPE is above the ground . INSPECTOR BE BACK ON 5/9/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/26/ 2023 - PREVIOUS INSPECTION NOTES 04/26/23= Builder needs to keep the swale drainage open during the entire course of construction. Either by regrading every day or installing a temporary pipe and maintaining it to allow for drainage. Next inspection 5/2/23 PICTURE ATTACHED | |||
| MONOLITHIC SLAB | 05/04/2023 | APPROVED - AS NOTED | KSANDOE |
| Note: Please install silt fencing | |||
| ROW - DRAINAGE | 05/02/2023 | Disapproved - NO FEE | GBERTOLA |
| Note: 5/2/23= they need to lower the HDPE pipe like 5 inches in the ground the plastic HDPE is above the ground . INSPECTOR BE BACK ON 5/9/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/26/ 2023 - PREVIOUS INSPECTION NOTES 04/26/23= Builder needs to keep the swale drainage open during the entire course of construction. Either by regrading every day or installing a temporary pipe and maintaining it to allow for drainage. Next inspection 5/2/23 PICTURE ATTACHED | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 04/28/2023 | APPROVED - AS NOTED | KSANDOE |
| Note: Swale area needs to be maintained clear for stormwater drainage at all times 4/27/2023 - PREVIOUS INSPECTION NOTES | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 04/27/2023 | CANCELLED BY APPLICANT | KSANDOE |
| ROW- PROJECT STATUS | 04/26/2023 | CANCELLED BY INSPECTOR | GBERTOLA |
| ROW - DRAINAGE | 04/26/2023 | Disapproved -FEE REQUIRED | GBERTOLA |
| Note: 04/26/23= Builder needs to keep the swale drainage open during the entire course of construction. Either by regrading every day or installing a temporary pipe and maintaining it to allow for drainage. Next inspection 5/2/23 PICTURE ATTACHED | |||
| WATER METER INSTALLATION REQUEST | 04/21/2023 | APPROVED | CSTONE |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 09/28/2023 | 09/29/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 09/28/2023 | 09/29/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/28/2023 | 09/29/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/05/2023 | 07/05/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 07/05/2023 | 07/05/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 06/13/2023 | 06/14/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 06/13/2023 | 06/21/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | HOLD | 06/13/2023 | 06/13/2023 |
| Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM House does not meet the minimum required front setback of 25' on the foundation survey. | |||
| SW1 | COMPLETE | 04/10/2023 | 04/10/2023 |
| Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/10/2023 | 04/11/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 04/10/2023 | 04/12/2023 |
| Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/10/2023 | 04/11/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM changes for storm water only | |||
| ZON | COMPLETE | 03/31/2023 | 03/31/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 03/31/2023 | 03/31/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SW1 | REJECT | 03/31/2023 | 04/10/2023 |
| Note: Rejected By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM Grading on both sides need a common swale and directional arrows to show stormwater flow direction. | |||
| ENGIN1 | COMPLETE | 03/31/2023 | 03/31/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 03/24/2023 | 03/24/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 03/24/2023 | 03/27/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 4/0 AL is not rated for the 300 amp service. Submit a new riser diagram. NEC 2017 Table 310.15(B)(16) 2nd REQUEST | |||
| BLD | COMPLETE | 03/24/2023 | 03/26/2023 |
| Note: Released By: JPI | |||
| MECH | COMPLETE | 03/24/2023 | 03/27/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ZON | HOLD | 03/24/2023 | 03/24/2023 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM repeat comment Legal description ins incorrect. Map Panel should be 0138E 2 car garage homes driveway width max is 36' you have 40' it exceeds please correct | |||
| SW1 | HOLD | 03/24/2023 | 03/30/2023 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM NEED TO RESUBMIT A NEW SITE PLAN | |||
| SWALE | COMPLETE | 03/24/2023 | 05/31/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | HOLD | 03/17/2023 | 03/20/2023 |
| Note: Held By: JPI 1. Provide footing depths on Details2.pdf. R403.1.4 2. Provide UL rating of fire walls. R301 | |||
| CUSVC | COMPLETE | 03/17/2023 | 03/22/2023 |
| Note: Released By: LISA ASBILL - - lasbill@palmcoastgov.com | |||
| ELEC | HOLD | 03/17/2023 | 03/20/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 4/0 AL is not rated for the 300 amp service. Submit a new riser diagram. NEC 2017 Table 310.15(B)(16) | |||
| ENGIN1 | HOLD | 03/17/2023 | 03/17/2023 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM All survey elevations must be carried out to the nearest hundredth of a foot | |||
| GAS | CANCEL | 03/17/2023 | 03/17/2023 |
| LOCATE | COMPLETE | 03/17/2023 | 03/21/2023 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 03/17/2023 | 03/21/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Provide typical wall detail from footing to roof on plans showing insulation in attic and walls. 2. Typically block wall has R4.1 to R5 insulation rating. Energy calcs say 11.6. Correct if wall insulation from architect detail is different. | |||
| SW1 | HOLD | 03/17/2023 | 03/22/2023 |
| Note: Held By: EDWARD MADISON - - EMADISON@PALMCOASTGOV.COM NEED TO CLEARLY DIFFERENTIATE AND IDENTIFY THE DIFFERENCE BETWEEN EXISTING ELEVATIONS AND PROPOSED. ALSO ADJACENT PROPERTIES ON ALL SIDES NEED TO KNOW IF IMPROVED LOTS AND F.F.E. CLEARLY IDENTIFY THE CENTERLINE OF THE ROAD | |||
| ZON | HOLD | 03/17/2023 | 03/21/2023 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site plan: Legal description ins incorrect. Map Panel should be 0138E 2 car garage homes driveway width max is 36' you have 40' it exceeds please correct | |||
| BADMIN | COMPLETE | 03/17/2023 | 03/21/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| CONTRACTOR CHANGE | ¤20.00 | 06/03/2024 |
| SW ENG - INSPECTION 20 | ¤20.00 | 06/03/2024 |
| SW ENG - INSPECTION 20 | ¤20.00 | 06/03/2024 |
| SW ENG - INSPECTION 20 | ¤20.00 | 06/03/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 06/03/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 06/03/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 06/03/2024 |
| UTILITY PEP REINSPECTION | ¤40.00 | 06/03/2024 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 06/03/2024 |
| CONNECTION FEES | ¤1,166.26 | 04/17/2023 |
| SEWER CREDIT | (¤2,016.00) | 04/17/2023 |
| SEWER INSPECTION | ¤25.00 | 04/17/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 04/17/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 04/17/2023 |
| SITE PLAN 30 | ¤30.00 | 04/17/2023 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/17/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 04/17/2023 |
| TRANS IMPACT FEE ADMIN | ¤84.36 | 04/17/2023 |
| TRANS IMPACT FEE ADMIN | (¤84.36) | 04/17/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 04/17/2023 |
| SW ENG PRE APRON | ¤30.00 | 04/17/2023 |
| WATER- TURN ON | ¤25.00 | 04/17/2023 |
| ADJUSTMENT 50% | (¤570.98) | 04/17/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/17/2023 |
| INSPECTION - RESIDENTIAL | ¤866.25 | 04/17/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤245.70 | 04/17/2023 |
| FIRE IMPACT FEE ADMIN | ¤25.23 | 04/17/2023 |
| FIRE IMPACT FEE ADMIN | (¤25.23) | 04/17/2023 |
| FC IMPACT FEE EMS | ¤124.00 | 04/17/2023 |
| IMPACT FEE FIRE | ¤841.04 | 04/17/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤436.00 | 04/17/2023 |
| FC IMPACT FEE LIBRARY | ¤536.00 | 04/17/2023 |
| IMPACT FEE PARKS | ¤3,538.30 | 04/17/2023 |
| IMPACT FEE SCHOOL | ¤10,900.00 | 04/17/2023 |
| IMPACT FEE TRANSPORTATION | ¤2,812.00 | 04/17/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 04/17/2023 |
| PARKS IMPACT FEE ADMIN | ¤106.15 | 04/17/2023 |
| PARKS IMPACT FEE ADMIN | (¤106.15) | 04/17/2023 |
| SURCHARGE FS 533.721 | ¤3.64 | 04/17/2023 |
| SURCHARGE - FS 468.631 | ¤5.47 | 04/17/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 04/17/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤28,871.38 |