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Permit #2023060233
Permit Details
Status: COED
| Parcel Id: 07-11-31-7009-00320-0320 |
| CONDITIONED SPACE: 1555 sqft |
| GARAGE: 434 sqft |
| OPENED PORCH (WITH ROOF) : 100 sqft |
| OPENED PORCH (WITH ROOF) : 112 sqft |
| Total Square Footage: 2201 sqft |
| Block: 00320 |
| Subdivision: 2208 - SECTION 9-FLORIDA PARK |
| Job Phone: 832-726-2202 |
| Location Address: 136 FENIMORE LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 06/30/2023 |
| NOC: RECORDED |
| Applicant name: JONATHON AMBAR |
| Owner: CASPIAN INVESTMENTS1 LLC |
|
Address 1802 N ALAFAYA TRAIL #162 ORLANDO, FL 32826 |
| Lot: 0320 |
| Contracted Stated Job Value: ¤131,500.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
CASPIAN HOMES, LLC
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
1802 N ALAFAYA TRAIL ORLANDO, FL 32826 |
SUITE 162 ORLANDO, FL 32826 |
CBC1264918 (Exp: 08/31/2026) | 832-726-2202 |
Sub Contractors
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 |
ALEKSANDRA LUSHI
| Status | Location Address | Mailing Address | State License Number | Phone |
| INACTIVE |
9360 CRAVEN RD JACKSONVILLE, FL 32257 |
APT 401 JACKSONVILLE, FL 32257 |
CAC1820975 (Exp: 08/31/2026) | 904-338-8522 |
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 |
TERRY BRICE DICKERSON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009 |
CCC1326209 (Exp: 08/31/2026) | 407-548-6733 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 04/02/2024 | FINAL APPROVED | JSTEWART |
| U -UTILITY RESIDENTIAL FINAL | 04/02/2024 | FINAL APPROVED | DHANEY |
| Note: Inspector Notes from Inspection 9035 No cross connections. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 04/01/2024 | APPROVED - AS NOTED | GBERTOLA |
| Note: 4/1/24=CORRECTION WERE MADE 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 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24=Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. The Lot Grading Plan must identify how any low spots on the property(including property lines) are drained. (J) J.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(8-10) ________________________________________________________________________________________________________________________ 3/26/2024 - PREVIOUS INSPECTION NOTES 3/26/24 UPON WALKING THE PROPERTY FOUND THE FOLLOWING CORRECTIONS REQUIRED. INSPECTORS NOTE... LOW AREAS ON BOTH PROPERTY LINES OUTLINED IN WHITE. ALL DIRT MUST BE REMOVED OFF OF THE FENCES WITH A MINIMUM OF 4" GAP BETWEEN SOD AND FENCE. SLOPE IN REAR IS INCONSISTENT, NEEDS TO BE A 4:1 SLOPE ACROSS THE ENTIRE REAR OF THE PROPERTY. IN SOME SPOTS IT IS 10FT FROM THE PROPERTY LINE. 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) No backfilling against a fence. Sec 300.03 C1d / Sec 300.04 b6 Sec 300.03 C1d Backfilling against existing fencing is not permitted. Backfilling against existing fencing is not permitted and new sod shall not be higher than the bottom of the fence Inspector Notes from Inspection 9463 3/26/24 ELEVATIONS REQUIRED HAVE BEEN SUBMITTED AS REQUIRED. PASSING THIS SURVEY AS NOTED. _______________________________________________________________________________________________________________________ 3/22/2024 - PREVIOUS INSPECTION NOTES 3/22/24 WENT TO TO PROPERTY AND AGAIN DETERMINED YOUR SURVEY OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU WILL STILL NEED TO SHOW ALL ELEVATION SHOTS ON THE LEFT SIDE INSIDE THE PROPERTY DRAINAGE CONVEYANCE. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY BUT YOU ONLY PROVIDED THREE ELEVATION SHOTS TOWARD THE FRONT OF 13.1 TO 12.9 TO 12.8. WE NEED YOU TO PROVIDE ELEVATION SHOTS IN THAT DRAINAGE CONVEYANCE FROM 13.1 REARWARD TO THE REAR PROPERTY LINE AT A MINIMUM OF 20 FT INTERVALS. YOUR ELEVATION SHOTS ON THE LEFT SIDE PROPERTY LINE MORE ACCURATELY DEPICT THE TRUE ELEVATIONS AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE RESUBMIT YOUR SURVEY WITH REQIRED ADDITIONAL REQUESTED ELEVATIONS. SURVEY MUST MEET COPC SPECIFICATIONS AND DEPICT ACTUAL FIELD CONDITIONS. THANK YOU. IF YOU DO NOT UNDERSTAND WHAT I AM REQUIRING PLEASE CONTACT ME FOR CLARIFICATION. THANK YOU. _________________________________________________________________________________________________________________________ 3/21/2024 - PREVIOUS INSPECTION NOTES 3/21/24 WENT TO PROPERTY AND DETERMINED THAT YOUR FIRST SURVEY WITH THE EXCEPTION OF THE REQUIRED OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY. YOUR ELEVATION SHOTS SHOWING A 1 TENTH DROP EVRY 20' DOWN THE LEFT SIDE PROPERTY LINE ARE NOT ACCURATE AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE SUBMIT AN ACCURATE SURVEY WITH REQIRED COPC SPECIFICATIONS DEPICTING FIELD CONDITIONS FOR REVIEW. THANK YOU. PICTURE FOR REFERENCE. 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 NEED TO HAVE ELEVATION SHOTS AT 10' OFFSETS ON THE ENTIRE LEFT SIDE PROPERTY LINE. YOUR SITE PLAN INDICATES A COMMON SWALE BUT YOUR FINAL SURVEY ELEVATIONS INDICATE AN INSIDE SWALE. Elevations every 20 ft off the property lines Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** 01/25/24 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. _________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES ** 01/23/24 APPLICAQNT REQUESTED INSPECTION TO BE CANCELLED 3/26/24 UPON WALKING THE PROPERTY FOUND THE FOLLOWING CORRECTIONS REQUIRED. INSPECTORS NOTE... LOW AREAS ON BOTH PROPERTY LINES OUTLINED IN WHITE. ALL DIRT MUST BE REMOVED OFF OF THE FENCES WITH A MINIMUM OF 4" GAP BETWEEN SOD AND FENCE. SLOPE IN REAR IS INCONSISTENT, NEEDS TO BE A 4:1 SLOPE ACROSS THE ENTIRE REAR OF THE PROPERTY. IN SOME SPOTS IT IS 10FT FROM THE PROPERTY LINE. 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) No backfilling against a fence. Sec 300.03 C1d / Sec 300.04 b6 Sec 300.03 C1d Backfilling against existing fencing is not permitted. Backfilling against existing fencing is not permitted and new sod shall not be higher than the bottom of the fence | |||
| ROW - STORMWATER FINAL | 04/01/2024 | APPROVED | GBERTOLA |
| 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR | |||
| ROW - FINAL APRON (AFTER POUR) | 04/01/2024 | APPROVED | GBERTOLA |
| 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR 4/1/24=CORRECTION WERE MADE 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 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24=Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. The Lot Grading Plan must identify how any low spots on the property(including property lines) are drained. (J) J.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(8-10) ________________________________________________________________________________________________________________________ 3/26/2024 - PREVIOUS INSPECTION NOTES 3/26/24 UPON WALKING THE PROPERTY FOUND THE FOLLOWING CORRECTIONS REQUIRED. INSPECTORS NOTE... LOW AREAS ON BOTH PROPERTY LINES OUTLINED IN WHITE. ALL DIRT MUST BE REMOVED OFF OF THE FENCES WITH A MINIMUM OF 4" GAP BETWEEN SOD AND FENCE. SLOPE IN REAR IS INCONSISTENT, NEEDS TO BE A 4:1 SLOPE ACROSS THE ENTIRE REAR OF THE PROPERTY. IN SOME SPOTS IT IS 10FT FROM THE PROPERTY LINE. 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) No backfilling against a fence. Sec 300.03 C1d / Sec 300.04 b6 Sec 300.03 C1d Backfilling against existing fencing is not permitted. Backfilling against existing fencing is not permitted and new sod shall not be higher than the bottom of the fence Inspector Notes from Inspection 9463 3/26/24 ELEVATIONS REQUIRED HAVE BEEN SUBMITTED AS REQUIRED. PASSING THIS SURVEY AS NOTED. _______________________________________________________________________________________________________________________ 3/22/2024 - PREVIOUS INSPECTION NOTES 3/22/24 WENT TO TO PROPERTY AND AGAIN DETERMINED YOUR SURVEY OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU WILL STILL NEED TO SHOW ALL ELEVATION SHOTS ON THE LEFT SIDE INSIDE THE PROPERTY DRAINAGE CONVEYANCE. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY BUT YOU ONLY PROVIDED THREE ELEVATION SHOTS TOWARD THE FRONT OF 13.1 TO 12.9 TO 12.8. WE NEED YOU TO PROVIDE ELEVATION SHOTS IN THAT DRAINAGE CONVEYANCE FROM 13.1 REARWARD TO THE REAR PROPERTY LINE AT A MINIMUM OF 20 FT INTERVALS. YOUR ELEVATION SHOTS ON THE LEFT SIDE PROPERTY LINE MORE ACCURATELY DEPICT THE TRUE ELEVATIONS AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE RESUBMIT YOUR SURVEY WITH REQIRED ADDITIONAL REQUESTED ELEVATIONS. SURVEY MUST MEET COPC SPECIFICATIONS AND DEPICT ACTUAL FIELD CONDITIONS. THANK YOU. IF YOU DO NOT UNDERSTAND WHAT I AM REQUIRING PLEASE CONTACT ME FOR CLARIFICATION. THANK YOU. _________________________________________________________________________________________________________________________ 3/21/2024 - PREVIOUS INSPECTION NOTES 3/21/24 WENT TO PROPERTY AND DETERMINED THAT YOUR FIRST SURVEY WITH THE EXCEPTION OF THE REQUIRED OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY. YOUR ELEVATION SHOTS SHOWING A 1 TENTH DROP EVRY 20' DOWN THE LEFT SIDE PROPERTY LINE ARE NOT ACCURATE AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE SUBMIT AN ACCURATE SURVEY WITH REQIRED COPC SPECIFICATIONS DEPICTING FIELD CONDITIONS FOR REVIEW. THANK YOU. PICTURE FOR REFERENCE. 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 NEED TO HAVE ELEVATION SHOTS AT 10' OFFSETS ON THE ENTIRE LEFT SIDE PROPERTY LINE. YOUR SITE PLAN INDICATES A COMMON SWALE BUT YOUR FINAL SURVEY ELEVATIONS INDICATE AN INSIDE SWALE. Elevations every 20 ft off the property lines Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** 01/25/24 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. _________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES ** 01/23/24 APPLICAQNT REQUESTED INSPECTION TO BE CANCELLED 3/26/24 UPON WALKING THE PROPERTY FOUND THE FOLLOWING CORRECTIONS REQUIRED. INSPECTORS NOTE... LOW AREAS ON BOTH PROPERTY LINES OUTLINED IN WHITE. ALL DIRT MUST BE REMOVED OFF OF THE FENCES WITH A MINIMUM OF 4" GAP BETWEEN SOD AND FENCE. SLOPE IN REAR IS INCONSISTENT, NEEDS TO BE A 4:1 SLOPE ACROSS THE ENTIRE REAR OF THE PROPERTY. IN SOME SPOTS IT IS 10FT FROM THE PROPERTY LINE. 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) No backfilling against a fence. Sec 300.03 C1d / Sec 300.04 b6 Sec 300.03 C1d Backfilling against existing fencing is not permitted. Backfilling against existing fencing is not permitted and new sod shall not be higher than the bottom of the fence CORRECTION WERE MADE 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 | |||
| ROW- PROJECT STATUS | 03/27/2024 | APPROVED | GBERTOLA |
| Note: DURING THE MEETING WITH THE BUILDER, IT WAS DISCUSSED THAT THE BERM ON THE RIGHT SIDE OF THE HOUSE, FACING IT, NEEDS TO BE EXTENDED BY 5 FEET TO PREVENT WATER FROM FLOWING BACK. ON THE BACK PROPERTY LINE, THE SLOPE NEEDS TO BE ADJUSTED TO A RATIO OF 4/1. ON THE LEFT SIDE, MORE DIRT NEEDS TO BE ADDED, AND THE PROPERTY LINE SHOULD BE RAISED HIGHER. per gbertola | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 03/27/2024 | Disapproved - NO FEE | GBERTOLA |
| Note: 3/27/24=Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. The Lot Grading Plan must identify how any low spots on the property(including property lines) are drained. (J) J.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(8-10) ________________________________________________________________________________________________________________________ 3/26/2024 - PREVIOUS INSPECTION NOTES 3/26/24 UPON WALKING THE PROPERTY FOUND THE FOLLOWING CORRECTIONS REQUIRED. INSPECTORS NOTE... LOW AREAS ON BOTH PROPERTY LINES OUTLINED IN WHITE. ALL DIRT MUST BE REMOVED OFF OF THE FENCES WITH A MINIMUM OF 4" GAP BETWEEN SOD AND FENCE. SLOPE IN REAR IS INCONSISTENT, NEEDS TO BE A 4:1 SLOPE ACROSS THE ENTIRE REAR OF THE PROPERTY. IN SOME SPOTS IT IS 10FT FROM THE PROPERTY LINE. 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) No backfilling against a fence. Sec 300.03 C1d / Sec 300.04 b6 Sec 300.03 C1d Backfilling against existing fencing is not permitted. Backfilling against existing fencing is not permitted and new sod shall not be higher than the bottom of the fence Inspector Notes from Inspection 9463 3/26/24 ELEVATIONS REQUIRED HAVE BEEN SUBMITTED AS REQUIRED. PASSING THIS SURVEY AS NOTED. _______________________________________________________________________________________________________________________ 3/22/2024 - PREVIOUS INSPECTION NOTES 3/22/24 WENT TO TO PROPERTY AND AGAIN DETERMINED YOUR SURVEY OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU WILL STILL NEED TO SHOW ALL ELEVATION SHOTS ON THE LEFT SIDE INSIDE THE PROPERTY DRAINAGE CONVEYANCE. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY BUT YOU ONLY PROVIDED THREE ELEVATION SHOTS TOWARD THE FRONT OF 13.1 TO 12.9 TO 12.8. WE NEED YOU TO PROVIDE ELEVATION SHOTS IN THAT DRAINAGE CONVEYANCE FROM 13.1 REARWARD TO THE REAR PROPERTY LINE AT A MINIMUM OF 20 FT INTERVALS. YOUR ELEVATION SHOTS ON THE LEFT SIDE PROPERTY LINE MORE ACCURATELY DEPICT THE TRUE ELEVATIONS AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE RESUBMIT YOUR SURVEY WITH REQIRED ADDITIONAL REQUESTED ELEVATIONS. SURVEY MUST MEET COPC SPECIFICATIONS AND DEPICT ACTUAL FIELD CONDITIONS. THANK YOU. IF YOU DO NOT UNDERSTAND WHAT I AM REQUIRING PLEASE CONTACT ME FOR CLARIFICATION. THANK YOU. _________________________________________________________________________________________________________________________ 3/21/2024 - PREVIOUS INSPECTION NOTES 3/21/24 WENT TO PROPERTY AND DETERMINED THAT YOUR FIRST SURVEY WITH THE EXCEPTION OF THE REQUIRED OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY. YOUR ELEVATION SHOTS SHOWING A 1 TENTH DROP EVRY 20' DOWN THE LEFT SIDE PROPERTY LINE ARE NOT ACCURATE AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE SUBMIT AN ACCURATE SURVEY WITH REQIRED COPC SPECIFICATIONS DEPICTING FIELD CONDITIONS FOR REVIEW. THANK YOU. PICTURE FOR REFERENCE. 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 NEED TO HAVE ELEVATION SHOTS AT 10' OFFSETS ON THE ENTIRE LEFT SIDE PROPERTY LINE. YOUR SITE PLAN INDICATES A COMMON SWALE BUT YOUR FINAL SURVEY ELEVATIONS INDICATE AN INSIDE SWALE. Elevations every 20 ft off the property lines Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** 01/25/24 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. _________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES ** 01/23/24 APPLICAQNT REQUESTED INSPECTION TO BE CANCELLED 3/26/24 UPON WALKING THE PROPERTY FOUND THE FOLLOWING CORRECTIONS REQUIRED. INSPECTORS NOTE... LOW AREAS ON BOTH PROPERTY LINES OUTLINED IN WHITE. ALL DIRT MUST BE REMOVED OFF OF THE FENCES WITH A MINIMUM OF 4" GAP BETWEEN SOD AND FENCE. SLOPE IN REAR IS INCONSISTENT, NEEDS TO BE A 4:1 SLOPE ACROSS THE ENTIRE REAR OF THE PROPERTY. IN SOME SPOTS IT IS 10FT FROM THE PROPERTY LINE. 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) No backfilling against a fence. Sec 300.03 C1d / Sec 300.04 b6 Sec 300.03 C1d Backfilling against existing fencing is not permitted. Backfilling against existing fencing is not permitted and new sod shall not be higher than the bottom of the fence | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/26/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 3/26/24 ELEVATIONS REQUIRED HAVE BEEN SUBMITTED AS REQUIRED. PASSING THIS SURVEY AS NOTED. _______________________________________________________________________________________________________________________ 3/22/2024 - PREVIOUS INSPECTION NOTES 3/22/24 WENT TO TO PROPERTY AND AGAIN DETERMINED YOUR SURVEY OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU WILL STILL NEED TO SHOW ALL ELEVATION SHOTS ON THE LEFT SIDE INSIDE THE PROPERTY DRAINAGE CONVEYANCE. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY BUT YOU ONLY PROVIDED THREE ELEVATION SHOTS TOWARD THE FRONT OF 13.1 TO 12.9 TO 12.8. WE NEED YOU TO PROVIDE ELEVATION SHOTS IN THAT DRAINAGE CONVEYANCE FROM 13.1 REARWARD TO THE REAR PROPERTY LINE AT A MINIMUM OF 20 FT INTERVALS. YOUR ELEVATION SHOTS ON THE LEFT SIDE PROPERTY LINE MORE ACCURATELY DEPICT THE TRUE ELEVATIONS AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE RESUBMIT YOUR SURVEY WITH REQIRED ADDITIONAL REQUESTED ELEVATIONS. SURVEY MUST MEET COPC SPECIFICATIONS AND DEPICT ACTUAL FIELD CONDITIONS. THANK YOU. IF YOU DO NOT UNDERSTAND WHAT I AM REQUIRING PLEASE CONTACT ME FOR CLARIFICATION. THANK YOU. _________________________________________________________________________________________________________________________ 3/21/2024 - PREVIOUS INSPECTION NOTES 3/21/24 WENT TO PROPERTY AND DETERMINED THAT YOUR FIRST SURVEY WITH THE EXCEPTION OF THE REQUIRED OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY. YOUR ELEVATION SHOTS SHOWING A 1 TENTH DROP EVRY 20' DOWN THE LEFT SIDE PROPERTY LINE ARE NOT ACCURATE AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE SUBMIT AN ACCURATE SURVEY WITH REQIRED COPC SPECIFICATIONS DEPICTING FIELD CONDITIONS FOR REVIEW. THANK YOU. PICTURE FOR REFERENCE. 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 NEED TO HAVE ELEVATION SHOTS AT 10' OFFSETS ON THE ENTIRE LEFT SIDE PROPERTY LINE. YOUR SITE PLAN INDICATES A COMMON SWALE BUT YOUR FINAL SURVEY ELEVATIONS INDICATE AN INSIDE SWALE. Elevations every 20 ft off the property lines Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** 01/25/24 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. _________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES ** 01/23/24 APPLICAQNT REQUESTED INSPECTION TO BE CANCELLED | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 03/26/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 3/26/24 UPON WALKING THE PROPERTY FOUND THE FOLLOWING CORRECTIONS REQUIRED. INSPECTORS NOTE... LOW AREAS ON BOTH PROPERTY LINES OUTLINED IN WHITE. ALL DIRT MUST BE REMOVED OFF OF THE FENCES WITH A MINIMUM OF 4" GAP BETWEEN SOD AND FENCE. SLOPE IN REAR IS INCONSISTENT, NEEDS TO BE A 4:1 SLOPE ACROSS THE ENTIRE REAR OF THE PROPERTY. IN SOME SPOTS IT IS 10FT FROM THE PROPERTY LINE. 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) No backfilling against a fence. Sec 300.03 C1d / Sec 300.04 b6 Sec 300.03 C1d Backfilling against existing fencing is not permitted. Backfilling against existing fencing is not permitted and new sod shall not be higher than the bottom of the fence Inspector Notes from Inspection 9463 3/26/24 ELEVATIONS REQUIRED HAVE BEEN SUBMITTED AS REQUIRED. PASSING THIS SURVEY AS NOTED. _______________________________________________________________________________________________________________________ 3/22/2024 - PREVIOUS INSPECTION NOTES 3/22/24 WENT TO TO PROPERTY AND AGAIN DETERMINED YOUR SURVEY OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU WILL STILL NEED TO SHOW ALL ELEVATION SHOTS ON THE LEFT SIDE INSIDE THE PROPERTY DRAINAGE CONVEYANCE. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY BUT YOU ONLY PROVIDED THREE ELEVATION SHOTS TOWARD THE FRONT OF 13.1 TO 12.9 TO 12.8. WE NEED YOU TO PROVIDE ELEVATION SHOTS IN THAT DRAINAGE CONVEYANCE FROM 13.1 REARWARD TO THE REAR PROPERTY LINE AT A MINIMUM OF 20 FT INTERVALS. YOUR ELEVATION SHOTS ON THE LEFT SIDE PROPERTY LINE MORE ACCURATELY DEPICT THE TRUE ELEVATIONS AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE RESUBMIT YOUR SURVEY WITH REQIRED ADDITIONAL REQUESTED ELEVATIONS. SURVEY MUST MEET COPC SPECIFICATIONS AND DEPICT ACTUAL FIELD CONDITIONS. THANK YOU. IF YOU DO NOT UNDERSTAND WHAT I AM REQUIRING PLEASE CONTACT ME FOR CLARIFICATION. THANK YOU. _________________________________________________________________________________________________________________________ 3/21/2024 - PREVIOUS INSPECTION NOTES 3/21/24 WENT TO PROPERTY AND DETERMINED THAT YOUR FIRST SURVEY WITH THE EXCEPTION OF THE REQUIRED OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY. YOUR ELEVATION SHOTS SHOWING A 1 TENTH DROP EVRY 20' DOWN THE LEFT SIDE PROPERTY LINE ARE NOT ACCURATE AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE SUBMIT AN ACCURATE SURVEY WITH REQIRED COPC SPECIFICATIONS DEPICTING FIELD CONDITIONS FOR REVIEW. THANK YOU. PICTURE FOR REFERENCE. 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 NEED TO HAVE ELEVATION SHOTS AT 10' OFFSETS ON THE ENTIRE LEFT SIDE PROPERTY LINE. YOUR SITE PLAN INDICATES A COMMON SWALE BUT YOUR FINAL SURVEY ELEVATIONS INDICATE AN INSIDE SWALE. Elevations every 20 ft off the property lines Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** 01/25/24 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. _________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES ** 01/23/24 APPLICAQNT REQUESTED INSPECTION TO BE CANCELLED 3/26/24 UPON WALKING THE PROPERTY FOUND THE FOLLOWING CORRECTIONS REQUIRED. INSPECTORS NOTE... LOW AREAS ON BOTH PROPERTY LINES OUTLINED IN WHITE. ALL DIRT MUST BE REMOVED OFF OF THE FENCES WITH A MINIMUM OF 4" GAP BETWEEN SOD AND FENCE. SLOPE IN REAR IS INCONSISTENT, NEEDS TO BE A 4:1 SLOPE ACROSS THE ENTIRE REAR OF THE PROPERTY. IN SOME SPOTS IT IS 10FT FROM THE PROPERTY LINE. 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) No backfilling against a fence. Sec 300.03 C1d / Sec 300.04 b6 Sec 300.03 C1d Backfilling against existing fencing is not permitted. Backfilling against existing fencing is not permitted and new sod shall not be higher than the bottom of the fence | |||
| LATH/BRICK/ WATER BARRIER | 03/22/2024 | APPROVED | JSTEWART |
| Note: 3/19/2024 - PREVIOUS INSPECTION NOTES 03-19-2024 Contractor installed stucco. Please remove top areas of two windows in back of home and reschedule. Superintendent on site. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/22/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 3/22/24 WENT TO TO PROPERTY AND AGAIN DETERMINED YOUR SURVEY OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU WILL STILL NEED TO SHOW ALL ELEVATION SHOTS ON THE LEFT SIDE INSIDE THE PROPERTY DRAINAGE CONVEYANCE. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY BUT YOU ONLY PROVIDED THREE ELEVATION SHOTS TOWARD THE FRONT OF 13.1 TO 12.9 TO 12.8. WE NEED YOU TO PROVIDE ELEVATION SHOTS IN THAT DRAINAGE CONVEYANCE FROM 13.1 REARWARD TO THE REAR PROPERTY LINE AT A MINIMUM OF 20 FT INTERVALS. YOUR ELEVATION SHOTS ON THE LEFT SIDE PROPERTY LINE MORE ACCURATELY DEPICT THE TRUE ELEVATIONS AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE RESUBMIT YOUR SURVEY WITH REQIRED ADDITIONAL REQUESTED ELEVATIONS. SURVEY MUST MEET COPC SPECIFICATIONS AND DEPICT ACTUAL FIELD CONDITIONS. THANK YOU. IF YOU DO NOT UNDERSTAND WHAT I AM REQUIRING PLEASE CONTACT ME FOR CLARIFICATION. THANK YOU. _________________________________________________________________________________________________________________________ 3/21/2024 - PREVIOUS INSPECTION NOTES 3/21/24 WENT TO PROPERTY AND DETERMINED THAT YOUR FIRST SURVEY WITH THE EXCEPTION OF THE REQUIRED OFFSET SHOTS DEPICTED MORE ACCURATELY WHAT CONDITIONS WERE LIKE IN THE FIELD. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY. YOUR ELEVATION SHOTS SHOWING A 1 TENTH DROP EVRY 20' DOWN THE LEFT SIDE PROPERTY LINE ARE NOT ACCURATE AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE SUBMIT AN ACCURATE SURVEY WITH REQIRED COPC SPECIFICATIONS DEPICTING FIELD CONDITIONS FOR REVIEW. THANK YOU. PICTURE FOR REFERENCE. 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 NEED TO HAVE ELEVATION SHOTS AT 10' OFFSETS ON THE ENTIRE LEFT SIDE PROPERTY LINE. YOUR SITE PLAN INDICATES A COMMON SWALE BUT YOUR FINAL SURVEY ELEVATIONS INDICATE AN INSIDE SWALE. Elevations every 20 ft off the property lines Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** 01/25/24 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. _________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES ** 01/23/24 APPLICAQNT REQUESTED INSPECTION TO BE CANCELLED | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/21/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 3/21/24 WENT TO PROPERTY AND DETERMINED THAT YOUR FIRST SURVEY WITH THE EXCEPTION OF THE REQUIRED OFFSET SHOTS DEPICTED MORE ACCURATELYWHAT CONDITIONS WERE LIKE IN THE FIELD. YOU HAVE AN INSIDE DRAINAGE SWALE ON THE LEFT SIDE AS DEPICTED ON YOUR ORIGINALLY SUMBMITTED SURVEY. YOUR ELEVATION SHOTS SHOWING A 1 TENTH DROP EVRY 20' DOWN THE LEFT SIDE PROPERTY LINE ARE NOT ACCURATE AS THERE ARE HUMPS AND DIPS ALONG THE PROPERTY LINE. PLEASE SUBMIT AN ACCURATE SURVEY WITH REQIRED COPC SPECIFICATIONS DEPICTING FIELD CONDITIONS FOR REVIEW. THANK YOU. PICTURE FOR REFERENCE. 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 NEED TO HAVE ELEVATION SHOTS AT 10' OFFSETS ON THE ENTIRE LEFT SIDE PROPERTY LINE. YOUR SITE PLAN INDICATES A COMMON SWALE BUT YOUR FINAL SURVEY ELEVATIONS INDICATE AN INSIDE SWALE. Elevations every 20 ft off the property lines Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** 01/25/24 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. _________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES ** 01/23/24 APPLICAQNT REQUESTED INSPECTION TO BE CANCELLED | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/19/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 3/19/24 NEED TO HAVE ELEVATION SHOTS AT 10' OFFSETS ON THE ENTIRE LEFT SIDE PROPERTY LINE. YOUR SITE PLAN INDICATES A COMMON SWALE BUT YOUR FINAL SURVEY ELEVATIONS INDICATE AN INSIDE SWALE. Elevations every 20 ft off the property lines Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** 01/25/24 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. _________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES ** 01/23/24 APPLICAQNT REQUESTED INSPECTION TO BE CANCELLED | |||
| U-CROSS CONNECTION | 03/19/2024 | APPROVED - AS NOTED | JHARDING |
| Note: No cross connections. | |||
| LATH/BRICK/ WATER BARRIER | 03/19/2024 | Disapproved - NO FEE | AGAETANO |
| Note: 03-19-2024 Contractor installed stucco. Please remove top areas of two windows in back of home and reschedule. Superintendent on site. | |||
| ELECTRIC - EARLY POWER | 02/07/2024 | APPROVED | RMARTIN |
| Note: Inspector Notes from Inspection 2200 12-11-23 1. Emailed FPL at 11:54. | |||
| ROW- PRE-APRON (PRE-POUR) | 01/25/2024 | APPROVED - AS NOTED | EMADISON |
| Note: ** 01/25/24 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. _________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES ** 01/23/24 APPLICAQNT REQUESTED INSPECTION TO BE CANCELLED | |||
| ROW- PRE-APRON (PRE-POUR) | 01/23/2024 | CANCELLED BY APPLICANT | EMADISON |
| Note: ** 01/23/24 APPLICAQNT REQUESTED INSPECTION TO BE CANCELLED | |||
| U - SEWER TIE IN | 12/19/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| GRAVITY SEWER TEST | 12/19/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| ELECTRIC-TUG | 12/11/2023 | APPROVED - AS NOTED | BTAYLOR |
| Note: 12-11-23 1. Emailed FPL at 11:54. | |||
| INSULATION | 11/22/2023 | APPROVED | AGAETANO |
| Note: 11/16/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2420 11-13-2023 SHGC and UFactor does not match or is lower than calcs. Please submit energy calcs to the building department and have on site for inspection. Check at next inspection. 11-16-2023 Above issue has not been resolved. SHGC and UFactor does not match or is lower than calcs. Please submit energy calcs to the building department and have on site for inspection. | |||
| INSULATION | 11/16/2023 | Disapproved -FEE REQUIRED | AGAETANO |
| Note: Inspector Notes from Inspection 2420 11-13-2023 SHGC and UFactor does not match or is lower than calcs. Please submit energy calcs to the building department and have on site for inspection. Check at next inspection. 11-16-2023 Above issue has not been resolved. SHGC and UFactor does not match or is lower than calcs. Please submit energy calcs to the building department and have on site for inspection. | |||
| ALL ROUGH | 11/13/2023 | APPROVED - AS NOTED | AGAETANO |
| Note: 11-13-2023 SHGC and UFactor does not match or is lower than calcs. Please submit energy calcs to the building department and have on site for inspection. Check at next inspection. | |||
| ROOF VALLEY & METAL | 10/20/2023 | APPROVED | FWILLIS |
| Note: Inspector Notes from Inspection 2460 10/10/23- Please install mid span blocking at inerior bearing wall per plan detail 5. missing engineering on T05. Please install engineering straping at Garage bearing wall King studs to bottom plate. Will check at all Rough. 10/3/2023 - PREVIOUS INSPECTION NOTES 10-03-2023 Approved documents not on site. DOCUMENTS MUST BE APPROVED AND KEPT ON SITE 107.3,1. AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 10/10/2023 | APPROVED - AS NOTED | JSTEWART |
| Note: 10/10/23- Please install mid span blocking at inerior bearing wall per plan detail 5. missing engineering on T05. Please install engineering straping at Garage bearing wall King studs to bottom plate. Will check at all Rough. 10/3/2023 - PREVIOUS INSPECTION NOTES 10-03-2023 Approved documents not on site. DOCUMENTS MUST BE APPROVED AND KEPT ON SITE 107.3,1. AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL | |||
| WALL SHEATHING | 10/10/2023 | APPROVED | JSTEWART |
| Note: 10/3/2023 - PREVIOUS INSPECTION NOTES 10-03-2023 Approved documents not on site. DOCUMENTS MUST BE APPROVED AND KEPT ON SITE 107.3,1. AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 10/03/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 10-03-2023 Approved documents not on site. DOCUMENTS MUST BE APPROVED AND KEPT ON SITE 107.3,1. AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL | |||
| WALL SHEATHING | 10/03/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 10-03-2023 Approved documents not on site. DOCUMENTS MUST BE APPROVED AND KEPT ON SITE 107.3,1. AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL | |||
| FOUND SURVEY APPROVED (OFFICE) | 09/26/2023 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 09/22/2023 | APPROVED | AGAETANO |
| MONOLITHIC SLAB | 09/12/2023 | APPROVED | AGAETANO |
| Note: 9/11/2023 - PREVIOUS INSPECTION NOTES 9/7/2023 - PREVIOUS INSPECTION NOTES 9/6/2023 - PREVIOUS INSPECTION NOTES 09-06-2023 1. UFER ground not visible. 2. Slab not required thickness. Shell contractor on site. 09-11-2023 Clearance for rebar not met. 3 1/2". Check all areas. FBC R404.1.3.3.7.4 | |||
| MONOLITHIC SLAB | 09/11/2023 | Disapproved -FEE REQUIRED | AGAETANO |
| Note: 9/7/2023 - PREVIOUS INSPECTION NOTES 9/6/2023 - PREVIOUS INSPECTION NOTES 09-06-2023 1. UFER ground not visible. 2. Slab not required thickness. Shell contractor on site. 3. Root in center of slab. 09-11-2023 1. Clearance for rebar not met. Check all areas. FBC R404.1.3.3.7.4 2. Root in center of slab. | |||
| MONOLITHIC SLAB | 09/07/2023 | CANCELLED BY APPLICANT | AGAETANO |
| Note: 9/6/2023 - PREVIOUS INSPECTION NOTES 09-06-2023 1. UFER ground not visible. 2. Slab not required thickness. Shell contractor on site. | |||
| MONOLITHIC SLAB | 09/06/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 09-06-2023 1. UFER ground not visible. 2. Slab not required thickness. Shell contractor on site. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 08/31/2023 | APPROVED | MGIBSON |
| Note: 8/29/2023 11:50:14 AM- PREVIOUS INSPECTION NOTES City Hall and City Facilities will be closed Wednesday August 30th. Inspections will not be performed Wednesday; August 30th. Inspections scheduled for Wednesday will cancelled. Please reschedule when you are ready for the inspection. Please be advised, if our community experiences damage, Building Inspectors priority will be providing damage assessment of the area and inspections will be postponed. Please monitor your emails to stay informed. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 08/30/2023 | CANCELLED BY APPLICANT | BBEMBRY |
| Note: City Hall and City Facilities will be closed Wednesday August 30th. Inspections will not be performed Wednesday; August 30th. Inspections scheduled for Wednesday will cancelled. Please reschedule when you are ready for the inspection. Please be advised, if our community experiences damage, Building Inspectors priority will be providing damage assessment of the area and inspections will be postponed. Please monitor your emails to stay informed. | |||
| WATER METER INSTALLATION REQUEST | 07/25/2023 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 11/20/2023 | 11/21/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 10/24/2023 | 10/25/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 09/25/2023 | 09/26/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/25/2023 | 09/25/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 06/22/2023 | 06/25/2023 |
| Note: Released By: JPI | |||
| ENGIN1 | COMPLETE | 06/22/2023 | 06/22/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 06/22/2023 | 06/28/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 06/22/2023 | 06/22/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 06/14/2023 | 06/14/2023 |
| Note: Released By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM | |||
| ZON | HOLD | 06/06/2023 | 06/06/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Front setback missing from the closest point to nearest property line on site plan | |||
| BLD | HOLD | 06/06/2023 | 06/06/2023 |
| 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. For ease of review, please label this file Truss Summary- Profiles or Truss Calculations or of a similar nomenclature. 107.3.5 | |||
| CUSVC | COMPLETE | 06/06/2023 | 06/12/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 06/06/2023 | 06/08/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 06/06/2023 | 06/06/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 06/06/2023 | 06/06/2023 |
| LOCATE | COMPLETE | 06/06/2023 | 06/08/2023 |
| Note: Released By: CANDACE STONE - (386)986-2539 - CSTONE@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 06/06/2023 | 06/06/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 06/06/2023 | 06/08/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 06/06/2023 | 07/19/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| PLENV | COMPLETE | 06/06/2023 | 06/16/2023 |
| Note: Released By: CAROL MINI - - CJMINI@PALMCOASTGOV.COM CJM 6/15/2023 No active Gopher Tortoise burrrows were present. Staff recommends installing silt fencing around perimeter to keep any GT's from entering the site. |
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 | 04/02/2024 |
| PLAN REVIEW - REVISION | ¤32.50 | 04/02/2024 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 04/02/2024 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 04/02/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 04/02/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 06/30/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 06/30/2023 |
| TRANS IMPACT FEE ADMIN | ¤54.36 | 06/30/2023 |
| TRANS IMPACT FEE ADMIN | (¤54.36) | 06/30/2023 |
| SEWER CREDIT | (¤1,147.00) | 06/30/2023 |
| SEWER INSPECTION | ¤25.00 | 06/30/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 06/30/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 06/30/2023 |
| SITE PLAN 30 | ¤30.00 | 06/30/2023 |
| WATER- TURN ON | ¤25.00 | 06/30/2023 |
| ADJUSTMENT 50% | (¤366.24) | 06/30/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 06/30/2023 |
| INSPECTION - RESIDENTIAL | ¤547.25 | 06/30/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤155.22 | 06/30/2023 |
| CONNECTION FEES | ¤1,166.26 | 06/30/2023 |
| FIRE IMPACT FEE ADMIN | ¤12.62 | 06/30/2023 |
| FIRE IMPACT FEE ADMIN | (¤12.62) | 06/30/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 06/30/2023 |
| IMPACT FEE FIRE | ¤420.52 | 06/30/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 06/30/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 06/30/2023 |
| IMPACT FEE PARKS | ¤1,769.15 | 06/30/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 06/30/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 06/30/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 06/30/2023 |
| PARKS IMPACT FEE ADMIN | ¤53.07 | 06/30/2023 |
| PARKS IMPACT FEE ADMIN | (¤53.07) | 06/30/2023 |
| SURCHARGE FS 533.721 | ¤3.66 | 06/30/2023 |
| SURCHARGE - FS 468.631 | ¤5.49 | 06/30/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 06/30/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 06/30/2023 |
| SW ENG PRE APRON | ¤30.00 | 06/30/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤20,283.01 |