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Permit #2024031171
Permit Details
Status: COED
| Parcel Id: 07-11-31-7059-00910-0020 |
| CONDITIONED SPACE: 1800 sqft |
| OPENED PORCH (WITH ROOF) : 108 sqft |
| OPENED PORCH (WITH ROOF) : 132 sqft |
| GARAGE: 434 sqft |
| Total Square Footage: 2474 sqft |
| Block: 00910 |
| Subdivision: - |
| Job Phone: 832-726-2202 |
| Location Address: 4 SEABEE CT |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 04/26/2024 |
| NOC: RECORDED |
| Applicant name: JONATHON AMBAR |
| Owner: CASPIAN INVESTMENTS 1 LLC |
|
Address 1802 N ALAFAYA TRL ORLANDO, FL 32826 |
|
Address SUITE 162 ORLANDO, FL 32826 |
| Lot: 0020 |
| 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
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
126 EAST END RD SAN MATEO, FL 32187 |
CFC1429896 (Exp: 08/31/2026) | 386-871-8823 |
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 |
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 |
JAMES M GREENSLADE
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
311 S BAY ST BUNNELL, FL 32110 |
EC13006083 (Exp: 08/31/2026) | 386-263-2960 | 386-263-2980 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 03/13/2025 | Approval - Private Provider | PPROVIDER |
| ROW - STORMWATER FINAL | 03/03/2025 | APPROVED | FSLADISH |
| Note: 3/3/25 REQUIRED CORRECTION COMPLETED AT THE TIME OF THIS INSPECTION. AT THE TIME OF THIS INSPECTIONS ALL COPC REQUIREMENTS WERE MET, NEITHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED ________________________________________________________________________________________________________________________ 2/27/2025 - PREVIOUS INSPECTION NOTES INSPECTORS NOTE. ONE SMALL AREA TO STILL SOD WAITING FOR LANDSCAPE SUB. LET CM KNOW THAT I WOULD NOT FEE HIM TODAY. | |||
| U -UTILITY RESIDENTIAL FINAL | 02/27/2025 | FINAL APPROVED | BWRIGHT |
| Note: Inspector Notes from Inspection 9035 NO IRR. NO CC | |||
| ROW - STORMWATER FINAL | 02/27/2025 | Disapproved - NO FEE | FSLADISH |
| Note: INSPECTORS NOTE. ONE SMALL AREA TO STILL SOD WAITING FOR LANDSCAPE SUB. LET CM KNOW THAT I WOULD NOT FEE HIM TODAY. | |||
| ROW - FINAL APRON (AFTER POUR) | 02/27/2025 | APPROVED | FSLADISH |
| Note: 2/27/25 PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE. AT THE TIME OF THE INSPECTION ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| ROW- PROJECT STATUS | 02/25/2025 | APPROVED | FSLADISH |
| Note: 2/25/25 Met with Rich to discuss required corrections. he understood and we are in agreement to move forward. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 2/24/25 UPON WALKING PROPERTY DETERMINED THER IS A LOW SPOT IN THE REAR LEFT PROPERTY CORNER. . YOU WILL ALSO NEED TO ADD SOD TO GRADE ON THE LEFT SIDE ADJOINING PROPERTY WHERE THERE IS A SMALL PILE OF DIRT AND IT IS BARE. APPROVING AS NOTED THAT THERE ARE CORRECTIONS REQUIRED BEFORE ROW FINAL PASSAGE. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 2/24/25 EVEN THOUGH WE REQUIRE 3 TENTHS TOE TO HEEL IN W SWALES, ON THE LEFT SIDE REAR PROPERTY LINE IT IS ONLY 2. I WILL VERIFY IN FIELD IF DRAINAGE WILL WORK. APPROVING AS NOTED. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 2/3/25 BM LOCATED. PIPE NOW WITHIN SWALE PLAN TOLERANCE. REDY TO POUR AT THE TIME OF THIS INSPECTION. PIPE ELEVATION GOOD. BUILDER TO USE MINIMUM 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK ELEVATIONS MAKE SURE CONCRETE IS 3000 PSI BUILDER RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 1/29/2025 - PREVIOUS INSPECTION NOTES 1/29/25 CANNOT EASILY LOCATE THE BENCHMARK IN ASPHALT. PLEASE LOCATE AND INDICATE BM CLEARLY SO THAT I AM ABLE TO SHOOT CULVERT PIPE ELEVATION. Section 300.01 B(9) V-15 "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov" | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/24/2025 | APPROVED - AS NOTED | FSLADISH |
| Note: 2/24/25 EVEN THOUGH WE REQUIRE 3 TENTHS TOE TO HEEL IN W SWALES, ON THE LEFT SIDE REAR PROPERTY LINE IT IS ONLY 2. I WILL VERIFY IN FIELD IF DRAINAGE WILL WORK. APPROVING AS NOTED. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 2/3/25 BM LOCATED. PIPE NOW WITHIN SWALE PLAN TOLERANCE. REDY TO POUR AT THE TIME OF THIS INSPECTION. PIPE ELEVATION GOOD. BUILDER TO USE MINIMUM 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK ELEVATIONS MAKE SURE CONCRETE IS 3000 PSI BUILDER RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 1/29/2025 - PREVIOUS INSPECTION NOTES 1/29/25 CANNOT EASILY LOCATE THE BENCHMARK IN ASPHALT. PLEASE LOCATE AND INDICATE BM CLEARLY SO THAT I AM ABLE TO SHOOT CULVERT PIPE ELEVATION. Section 300.01 B(9) V-15 "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov" | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 02/24/2025 | APPROVED - AS NOTED | FSLADISH |
| Note: 2/24/25 UPON WALKING PROPERTY DETERMINED THER IS A LOW SPOT IN THE REAR LEFT PROPERTY CORNER. . YOU WILL ALSO NEED TO ADD SOD TO GRADE ON THE LEFT SIDE ADJOINING PROPERTY WHERE THERE IS A SMALL PILE OF DIRT AND IT IS BARE. APPROVING AS NOTED THAT THERE ARE CORRECTIONS REQUIRED BEFORE ROW FINAL PASSAGE. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 2/24/25 EVEN THOUGH WE REQUIRE 3 TENTHS TOE TO HEEL IN W SWALES, ON THE LEFT SIDE REAR PROPERTY LINE IT IS ONLY 2. I WILL VERIFY IN FIELD IF DRAINAGE WILL WORK. APPROVING AS NOTED. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 2/3/25 BM LOCATED. PIPE NOW WITHIN SWALE PLAN TOLERANCE. REDY TO POUR AT THE TIME OF THIS INSPECTION. PIPE ELEVATION GOOD. BUILDER TO USE MINIMUM 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK ELEVATIONS MAKE SURE CONCRETE IS 3000 PSI BUILDER RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 1/29/2025 - PREVIOUS INSPECTION NOTES 1/29/25 CANNOT EASILY LOCATE THE BENCHMARK IN ASPHALT. PLEASE LOCATE AND INDICATE BM CLEARLY SO THAT I AM ABLE TO SHOOT CULVERT PIPE ELEVATION. Section 300.01 B(9) V-15 "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov" | |||
| ROW- PRE-APRON (PRE-POUR) | 02/04/2025 | APPROVED - AS NOTED | FSLADISH |
| Note: 2/3/25 BM LOCATED. PIPE NOW WITHIN SWALE PLAN TOLERANCE. REDY TO POUR AT THE TIME OF THIS INSPECTION. PIPE ELEVATION GOOD. BUILDER TO USE MINIMUM 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK ELEVATIONS MAKE SURE CONCRETE IS 3000 PSI BUILDER RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 1/29/2025 - PREVIOUS INSPECTION NOTES 1/29/25 CANNOT EASILY LOCATE THE BENCHMARK IN ASPHALT. PLEASE LOCATE AND INDICATE BM CLEARLY SO THAT I AM ABLE TO SHOOT CULVERT PIPE ELEVATION. Section 300.01 B(9) V-15 "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov" | |||
| ROW- PROJECT STATUS | 01/31/2025 | APPROVED | FSLADISH |
| Note: 1/31/25 MET CONCRETE SUB ON SITE TO DETERMINE BM LOCATION. WE HAVE IDENTIFIED IT AND CULVERT PIPE WILL NEED TO BE RESET WITHIN COPC SWALE PLAN DIAGRAM TOLERANCE. | |||
| ROW- PRE-APRON (PRE-POUR) | 01/29/2025 | Disapproved - NO FEE | FSLADISH |
| Note: 1/29/25 CANNOT EASILY LOCATE THE BENCHMARK IN ASPHALT. PLEASE LOCATE AND INDICATE BM CLEARLY SO THAT I AM ABLE TO SHOOT CULVERT PIPE ELEVATION. Section 300.01 B(9) V-15 "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov" | |||
| ELECTRIC - EARLY POWER | 01/13/2025 | Approval - Private Provider | PPROVIDER |
| GRAVITY SEWER TEST | 01/10/2025 | Approval - Private Provider | PPROVIDER |
| Note: 11/25/2024 12:10:01 PM- PREVIOUS INSPECTION NOTES New inspection due to canceled inspection 8/23/2024 4:29:29 PM- PREVIOUS INSPECTION NOTES | |||
| SEWER TIE IN | 01/10/2025 | APPROVED | MGIBSON |
| U-CROSS CONNECTION | 01/10/2025 | APPROVED - AS NOTED | BWRIGHT |
| Note: NO IRR. NO CC | |||
| PEP TANK INSTALLATION REQUEST | 12/02/2024 | APPROVED | BVITALE |
| LATH/BRICK/ WATER BARRIER | 11/26/2024 | Approval - Private Provider | PPROVIDER |
| INSULATION | 11/22/2024 | Approval - Private Provider | PPROVIDER |
| ELECTRIC-TUG | 11/19/2024 | Approval - Private Provider | PPROVIDER |
| Note: 11/18/2024 12:00:28 PM- PREVIOUS INSPECTION NOTES | |||
| TUB SET | 11/19/2024 | Approval - Private Provider | PPROVIDER |
| ALL ROUGH | 11/15/2024 | Approval - Private Provider | PPROVIDER |
| ELECTRIC-TUG | 11/13/2024 | CANCELLED BY APPLICANT | PPROVIDER |
| ROOF VALLEY & METAL | 11/06/2024 | Approval - Private Provider | PPROVIDER |
| WALL SHEATHING | 11/01/2024 | Approval - Private Provider | PPROVIDER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/01/2024 | Approval - Private Provider | PPROVIDER |
| FOUND SURVEY APPROVED (OFFICE) | 10/31/2024 | APPROVED | JMYERS |
| WATER METER INSTALLATION REQUEST | 10/25/2024 | APPROVED | CBOWERMASTER |
| GRAVITY SEWER TEST | 10/22/2024 | CANCELLED BY APPLICANT | PPROVIDER |
| Note: New inspection due to canceled inspection 8/23/2024 4:29:29 PM- PREVIOUS INSPECTION NOTES | |||
| GRAVITY SEWER TEST | 10/21/2024 | CANCELLED BY APPLICANT | WEB |
| Note: 8/23/2024 4:29:29 PM- PREVIOUS INSPECTION NOTES | |||
| TIE BEAM / LINTEL | 09/17/2024 | Approval - Private Provider | PPROVIDER |
| MONOLITHIC SLAB | 08/29/2024 | Approval - Private Provider | PPROVIDER |
| PLUMBING 1ST ROUGH UNDERGROUND | 08/26/2024 | Approval - Private Provider | PPROVIDER |
| GRAVITY SEWER TEST | 08/23/2024 | CANCELLED BY APPLICANT | PPROVIDER |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 08/23/2024 | APPROVED | CPISCITELLI |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 10/23/2024 | 10/31/2024 |
| Note: Released By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/23/2024 | 10/23/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/04/2024 | 09/04/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 07/29/2024 | 08/01/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| PLENV | COMPLETE | 06/27/2024 | 06/28/2024 |
| Note: Released By: DYLAN RODRIGUEZ - - DRODRIGUEZ@PALMCOASTGOV.COM After action report was submitted and accepted by FWC meeting the requirements for 10.04.01 of the LDC. Staff suggests placing silt fence as soon as possible to prevent tortoise from moving into the lot. If any gopher tortoises are located in the future further coordination may be necessary. | |||
| ELEC | COMPLETE | 04/08/2024 | 04/12/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 04/08/2024 | 04/11/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/08/2024 | 04/12/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 03/26/2024 | 04/01/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 03/26/2024 | 04/02/2024 |
| Note: Held By: JPI 1. Please provide the revision numbers on the product approval table. 19321 for example has a R3. 107.2.4 | |||
| CUSVC | COMPLETE | 03/26/2024 | 03/27/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 03/26/2024 | 04/01/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Electrical riser diagram needs to include the surge protector. NEC 2020 230.67 2. Electrical load calcs are done by contractor not listed on your permit. | |||
| ENGIN1 | COMPLETE | 03/26/2024 | 03/26/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 03/26/2024 | 04/02/2024 |
| LOCATE | COMPLETE | 03/26/2024 | 03/28/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 03/26/2024 | 04/02/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Energy Calcs need to be signed by the owner/ owner agent below the preparer per R103.1.1.2 FBC Energy Conservation 2023 8Th edition | |||
| SW1 | COMPLETE | 03/26/2024 | 03/26/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/26/2024 | 03/27/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 03/26/2024 | 06/12/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| CONTRACTOR CHANGE | ¤20.00 | 06/24/2025 |
| ADMINISTRATIVE - RESID PP | ¤225.00 | 06/24/2025 |
| INSPECTION - RESIDENTIAL | ¤940.50 | 04/26/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤266.76 | 04/26/2024 |
| CONNECTION FEES | ¤1,187.26 | 04/26/2024 |
| WATER- TURN ON | ¤25.00 | 04/26/2024 |
| ADJUSTMENT 50% | (¤618.63) | 04/26/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/26/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 04/26/2024 |
| IMPACT FEE FIRE | ¤428.09 | 04/26/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 04/26/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 04/26/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 04/26/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 04/26/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 04/26/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 04/26/2024 |
| SURCHARGE FS 533.721 | ¤6.19 | 04/26/2024 |
| SURCHARGE - FS 468.631 | ¤9.28 | 04/26/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 04/26/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 04/26/2024 |
| SW ENG PRE APRON | ¤30.00 | 04/26/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/26/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 04/26/2024 |
| SEWER INSPECTION | ¤25.00 | 04/26/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 04/26/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 04/26/2024 |
| SITE PLAN 30 | ¤30.00 | 04/26/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤22,045.98 |