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40-5N-30-0000-00100-0000
2610 HIGHWAY 4, JAY, 32565
TIMBERLAND - SITE INDEX 80 - 89 (005500)
40-5N-30
JAY SUBURB
11.3897
339.545
**UPDAATED 2025** SECTION 40 TWNSHIP 5N RANGE 30W PARCEL A: BEG AT A 4X4 INCH CONCRETE MARKER, BEING NE COR OF SECTION 40; THN S01*59'15"W ALONG MONMTD E LINE OF SAID SECTION 40 FOR 476.83 FT TO A 5/8 INCH REBAR AT SE COR OF A PARCEL DESC IN OR 4219 PG 1031(#1.6); THN S01*58'26"W ALONG MONMTD E LINE OF SAID SECTION 40 FOR 2325.06 FT TO A CAPPED IRON (LS-7228) AT NE COR OF A PARCEL DESC IN OR 3817 PG 1223; THN N88*00'32"W FOR 30.00 FT TO A CAPPED IRON (LS-7228); THN S01*59'28"W FOR 661.02 FT TO A CAPPED IRON (LS-7228) ON NLY EDGE OF PAVEMENT OF JOHN LOWERY RD; THN N28*10'22"E ALONG SAID NLY EDGE OF PAVEMENT FOR 67.99 FT TO MONMTD E LINE OF SAID SECTION 40; THN S02*00'21"W ALONG SAID MONMTD E LINE OF SAID SECTION 40 FOR 386.43 FT TO A CAPPED IRON (CORP-7277); THN S00*36'09"W ALONG MONMTD E LINE OF SAID SECTION 40 FOR 44.80 FT TO A CAPPED IRON (LB-5024) AT NE COR OF A PARCEL DESC IN OR 3817 PG 1789(#2); THN DEPARTING SAID MONMTD E LINE OF SAID SECTION 40, RUN N88*09'12"W FOR 171.91 FT TO A CAPPED IRON (LB-5024) AT NW COR OF A PARCEL DESC IN OR 3817 PG 1789(#2); THN S01*54'43"W FOR 162.04 FT TO A 5/8 INCH REBAR AT NE COR OF A PARCEL DESC IN OR 3817 PG 1798(#1.5); THN S86*39'43"W FOR 215.15 FT TO A 5/8 INCH REBAR ON SELY MARGIN OF JOHN LOWERY RD; THN S39*00'15"W ALONG SAID SELY RD MARGIN FOR 97.93 FT TO A 0.5 INCH REBAR; THN WITH A CURVE TURNING TO RIGHT WITH AN ARC= 151.50 FT, R= 411.94 FT, CHB= S48*11'27"W, CHD= 150.65 FT TO A 0.5 INCH REBAR AT NE COR OF A PARCEL DESC IN OR 3430 PG 977; THN WITH A CURVE TURNING TO RIGHT WITH AN ARC= 133.35 FT, R= 411.94 FT, CHB= S68*25'38"W, CHD= 132.77 FT; THN S77*42'24"W FOR 185.30 FT; THN S74*42'03"W ALONG SELY MARGIN OF JOHN LOWERY RD FOR 43.62 FT TO SW COR OF A PARCEL DESC IN OR 3430 PG 887; THN S88*12'09"E FOR 37.62 FT TO A CAPPED IRON (L65170) AT NW COR OF A PARCEL DESC IN OR 1577 PG 887; THN S75*40'50"W ALONG SELY R/W OF JOHN LOWERY RD FOR 27.22 FT; THN S60*16'03"W ALONG SELY R/W OF JOHN LOWERY READ FOR 72.27 FT; THN S40*12'52"W ALONG SELY R/W OF JOHN LOWERY RD FOR 50.24 FT; THN S29*57'10"W ALONG SELY R/W OF JOHN LOWERY RD FOR 55.85 FT; THN S28*38'49"W ALONG SELY R/W OF JOHN LOWERY RD FOR 59.89 FT T0 A CAPPED IRON (PSM-5487) AT NW COR OF A PARCEL DESC IN OR 3051 PG 543(#4.9); THN S27*51'46"W ALONG SELY R/W OF JOHN LOWERY RD FOR 119.28 FT TO A CAPPED IRON (PSM-5487) AT NW COR OF A PARSEL DESC IN OR 1934 PG 1892(#4.13); THN S27*56'25"W ALONG SELY R/W OF JOHN LOWERY RD FOR 118.94 FT TO A CAPPED IRON (PSM-5487) AT NW COR OF A PARSEL DESC IN OR 4170 PG 1744(#4.12); THN S27*58'40"W ALONG SELY R/W OF JOHN LOWERY RD FOR 116.00 FT TO A CAPPED IRON (PSM-5457) AT SW COR OF A PARCEL DESC IN OR 4170 PG 1744(#4.1); THN S27*58'57"W ALONG SELY R/W OF JOHN LOWERY RD FOR 70.29 FT TO A CAPPED IRON (CORP-7471) AT NW COR OF A PARCEL DESC IN OR 1429 PG 451(#4.7); THN S29*13'21"W ALONG SELY R/W OF JOHN LOWERY RD FOR 130.35 FT; THN S33*53'05"W ALONG SELY R/W OF JOHN LOWERY RD FOR 133.92 FT; THN S46*10'05"W ALONG SELY R/W OF JOHN LOWERY RD FOR 137.57 FT TO A CAPPED IRON (LB-5170); THN S50*56'50"W ALONG SELY R/W OF JOHN LOWERY RD FOR 102.80 FT TO A CAPPED IRON (LB-5170) 0N MONMTD S LINE OF SAID SECTION 40; THN N88*03'07"W ALONG SAID MONMTD S LINE OF SAID SECTION 40 FOR 89.00 FT TO A 0.5 INCH REBAR AT NWLY R/W OF JOHN LOWER RD AND SE COR OF A PARCEL DESC IN OR 2804 PG 644(#4); THN N50*55'04"E ALONG NWLY R/W OF JOHN LOWERY RD FOR 255.46 FT TO A CAPPED IRON (LB5170) AT NE COR OF A PARCEL DESC IN OR 2804 PG 644(#4); THN N50*55'04"E ALONG NWLY R/W OF JOHN LOWERY RD FOR 51.29 FT; THN N28*22'16"E ALONG NWLY R/W OF JOHN LOWERY RD FOR 166.64 FT TO A CAPPED IRON 0.5 INCH REBAR AT NE COR OF A PARCEL DESC IN OR 2627 PG 34(#4.16); THN N28*41'36"E ALONG NWLY R/W OF JOHN LOWERY RD FOR 303.10 FT TO A CAPPED IRON (PSM-5487) AT NE COR OF A PARCEL DESC IN OR 2856 PG 1028(#4.2); THN N28*38'25"E ALONG NWLY R/W OF JOHN LOWERY RD FOR 410.32 FT TO A CAPPED IRON (LS-7228) AT SE COR OF A PARCEL DESC IN OR 3236 PG 2054; THN DEPARTING SAID NWLY R/W, RUN N10*05'00"W FOR 143.00 FT TO A CAPPED IRON (LS-7226); THN N55*05'00"W FOR 77.23 FT TO A CAPPED IRON (LS-7228); THN N55*05'00"W FOR 127.77 FT (LS-7225); THN N51*35'00"W FOR 349.00 FT TO A CAPPED IRON (LS-7228); THN N83*25'00"W FOR 166.00 FT TO A CAPPED IRON (PSM-5467) AT NW COR OF A PARCEL DESC IN OR 338 PG 2054(#4.17); THN N83*25'00"W FOR 20.00 FT TO A CAPPED IRON (LS-7228); THN S01*01'53"W FOR 321.15 FT A CAPPED IRON (PSM-5487) AT NE COR OF A PARCEL DESC IN OR 3246 PG 692(#1.3); THN S85*31'18"W FOR 265.71 FT TO A CAPPED IRON (PSM-5487) AT NW COR OF A PARCEL DESC IN OR 3246 PG 692(#1.3); THN S05*53'15"W FOR 935.53 FT TO A CAPPED IRON (PSM-5457) AT SW COR OF A PARCEL DESC IN OR 3246 PG 692 (#1.3) AND NLY R/W OF HWY 4 (200 FT R/W); THN WITH A CURVE TURNING TO LEFT WITH AN ARC= 1536.58 FT, R= 3972.96 FT, CHB= N71*47'21"W, CHD= 1527.02 FT TO A CAPPED IRON (PSM-5487); THN DEPARTING SAID NLY R/W, RUN N01*21'48"E FOR 1145.27 FT TO A CAPPED IRON (PSM-5487); THN S88*37'31"E FOR 1879.75 FT TO A CAPPED IRON (PSM-5487); THN N01*24'03"E FOR 974.92 FT TO A CAPPED IRON (PSM-5487); THN N88*37'26"W FOR 1527.41 FT TO A CAPPED IRON (PSM-5487) AND C/L OF A DIRT RD; THN N11*17'21"W ALONG C/L OF SAID DIRT RD FOR 257.47 FT TO A CAPPED IRON (PSM-5487); THN WITH A CURVE TURNING TO RIGHT WITH AN ARC= 160.02 FT, R= 1670.00 FT, CHB= N08*31'00"W, CHD= 159.96 FT TO A CAPPED IRON (PSM-5487): THN N05*37'16"W ALONG C/L OF SAID DIRT RD FOR 113.36 FT TO A CAPPED IRON (PSM-5487); THN DEPARTING C/L OF SAID DIRT RD, RUN N76*35'01"W FOR 1033.06 FT TO A CAPPED IRON (PSM-5487) TO APPROX SAFE UPLAND LINE; THN MEANDER ALONG SAID SAFE UPLAND LINE FOLLOWING BEARINGS AND DISTANCES: THN N10*05'13"E FOR 518.62 FT; THN N12*57'48"W FOR 152.52 FT; THN N06*08'14"W FOR 105.58 FT; THN S69*12'45"W FOR 70.37 FT; THN S00*34'15"W FOR 173.39 FT; THN S04*50'54"W FOR 83.46 FT; THN S22*00'29"W FOR 38.54 FT; THN S45*22'05"W FOR 76.38 FT; THN S56*41'04"W FOR 74.01 FT; THN S18*37'50"E FOR 18.90 FT; THN S22*28'31"W FOR 17.21 FT; THN S46*20'46"W FOR 52.45 FT; THN S62*22'40"W FOR 31.22 FT; THN S51*02'59"W TOR 26.47 FT; THN S09*40'18"W FOR 47.67 FT; THN S02*44'36"E FOR 44.63 FT; THN S11*54'38"W FOR 37.52 FT; THN S36*31'45"W FOR 38.68 FT; THN S05*59'37"W FOR 52.24 FT TO A CAPPED IRON (PSM-5487); THN N76*35'14"W FER 146.54 FT TO A PIPE AT APPROX SAFE UPLAND LINE MEANDERING ESCAMBIA RVR; THN MEANDER ALONG SAID ESCAMBIA RVR SAFE UPLAND LINE FOLLOWING BEARINGS AND DISTANCES: THN N09*38'36"W FOR 338.46 FT, THN N05*47'50"W FOR 149.38 FT; THN N11*08'35"E FOR 151.24 FT; THN N19*42'13"E FOR 175.05 FT; THN N35*00'27"E FOR 107.62 FT; THN N43*06'54"E FOR 132.06 FT; THN N63*15'48"E FOR 102.20 FT; THN N68*08'16"E FOR 186.92 FT; THN N73*20'08"E FOR 260.79 FT; THN N82*40'19"E FOR 235.74 FT; THN N85*42'43"E FOR 201.95 FT; THN N75*15'35"E FOR 281.91 FT; THN N76*29'04"E FOR 220.64 FT; THN N79*28'56"E FOR 189.95 FT; THN S81*17'17"E FOR 59.72 FT; THN S70*18'50"E FOR 78.15 FT; THN S67*53'18"E FOR 159.68 FT TO A CAPPED IRON (LS-7228); THN N22*27'43"E FOR 409.54 FT TO I/S OF APPROX SAFE UPLAND LINE AND MONMTD N LINE OF SAID SECTION 40; THN S88*00'46"E ALONG MONMTD N LINE OF SAID SECTION 40 FOR 1446.61 FT TO A 5/8 INCH REBAR AT NW COR OF A PARCEL DESC IN OR 4219 PG 1031(#1.6); THN S88*00'46"E ALONG MONMTD N LINE OF SAID SECTION 40 FOR 1050.90 FT BACK TO POB. LESS AND EXCEPT R/W LIMITS OF JOHN LOWERY RD. LESS AND EXCEPT THAT PORTION DESC IN OR 4219 PG 1031 (NOW BEING #1.6). TOG WITH PARCEL B: COM AT A 4X4 INCH CONCRETE MARKER, BEING SE COR OF SECTION 40; THN N88*02'32"W FOR 2639.33 FT TO A 2.5 INCH IRON PIPE BEING NE COR OF NE4 OF SECTION 14; THN N88*18'02"W FOR 3200.36 FT TO SW COR OF SAID SECTION 40; THN N01*59'59"E ALONG W LINE OF SAID SECTION 40 FOR 782.51 FT TO A CAPPED IRON (LS-7228) AT N R/W OF STATE HWY #4 (200 FT R/W) AND POB; THN N01*59'59"E ALONG W LINE OF SAID SECTION 40 FOR 2110.33 FT TO A CAPPED IRON (LS-7228); THN CONT N01*59'59"E FOR 58.92 FT TO APPROX SAFE UPLAND LINE MEANDERING ESCAMBIA RVR; THN MEANDER ALONG SAID ESCAMBIA RVR SAFE UPLAND LINE FOLL BEARINGS AND DISTANCES: THN S13*06'48"E FOR 91.00 FT; THN S39*25'37"E FOR 182.64 FT; THN S40*09'33"E FOR 95.45 FT; THN S17*48'32"E FER 185.99 FT; THN S44*22'04"E FOR 98.38 FT; THN S61*26'32"E FOR 50.17 FT; THN S71*25'43"E FOR 168.50 FT; THN S78*34'39"E FOR 80.66 FT; THN N69*29'57"E FOR 66.31 FT; THN S87*36'29"E FOR 81.97 FT; THN N86*44'02"E FOR 219.98 FT; THN N72*54'56"E FOR 110.51 FT; THN N53*50'00"E FOR 160.21 FT; THN N39*33'33"E FOR 88.26 FT; THN N32*09'13"E FOR 93.72 FT TO A CAPPED IRON (PSM-5487); THN DEPARTING SAFE UPLAND LINE OF ESCAMBIA RVR, RUN S88*39'10"E FOR 149.17 FT TO A CAPPED IRON (PSM-5487) AT SAFE UPLAND LINE OF BRISTOW LAKE; THN MEANDER ALONG SAID BRISTOW LAKE SAFE UPLAND LINE FOLL BEARINGS AND DISTANCES: THN S24*26'20"W FOR 143.88 FT; THN S53*30'09"W FOR 119.58 FT; THN S29*55'37"W FOR 78.18 FT; THN S02*13'13"E FOR 125.99 FT; THN S82*06'32"E FOR 164.17 FT; THN N34*33'17"E FOR 71.51 FT, THN N47*57'48"E FOR 136.87 FT TO A CAPPED IRON (PSM-5487); THN S01*23'59"W FOR 641.65 FT TO A CAPPED IRON (PSM-5487); THN N88*39'10"W FOR 329.00 FT TO A CAPPED IRON (PSM-5487); THN S01*21'13"W FOR 775.05 FT TO A CAPPED IRON (PSM-5487); THN N84*10'52"W FOR 59.32 FT TO A CAPPED IRON (PSM-5487); THN S05*49'08"W FOR 281.00 FT TO A CAPPED IRON (PSM-5487) AND NLY R/W OF STATE HWY #4; THN N84*10'52"W ALONG SAID NLY R/W FOR 1207.13 FT BACK TO POB. ALL AS DES IN OR 4234 PG 499 & LESS OR 4355 PG 1637 (NOW #1.11 FOR 2023) & LESS OR 4355 PG 1637 (#1.12) SBJCT TO ESMNT DES IN OR 4583 PG 1566 LESS OR 4583 PG 1571 (TO #1.13 IN 2025).
THOMASVILLE ENTERPRISES LLC
PO BOX 828
JAY, FL 32565-0828
2023 Certified2024 Certified2025 Certified
Building Value$0$0$23,301
Extra Feature Value$1,000$1,000$49,593
Land Value$3,480$3,480$3,480
Land Agricultural Value$43,916$43,916$40,237
Agricultural (Market) Value$828,129$935,974$962,076
Just (Market) Value$4,480$4,480$76,374
Co. Assessed Value$48,396$48,396$115,467
Exempt Value$0$0$0
Co. Taxable Value$48,396$48,396$115,467
Estimate Taxes
Building 1
TypeMANUFACTURED HOME > 1992
Total Area792
Heated Area0
Exterior WallsVINYL SIDING
Roof CoverASPHALT SHINGLE
Interior WallsDRYWALL
Foundation
FrameWOOD FRAME
FloorVINYL
Heat Type
A/C Type
Bathrooms2
Bedrooms2
Stories1
Actual Year Built2000
Effective Year Built2000

Current Traverse

Use: MANUFACTURED HOME > 1992 (000200)

005500TIMBER 20AC28.29$5,092
009600MARSH/SWAMP0AC116$3,480
005500TIMBER 20AC195.255$35,145
009910MARKET VALUE OF AGRICULTURAL0AC28.29$0
009910MARKET VALUE OF AGRICULTURAL0AC195.255$0
CountyAG-RRRural Residential Agriculture
County Zoning Info
POLE BARN1864 SF2022$2,592
RV SITE16 UT2024$45,000
SHED11 UT2024$1
SHED11 UT2024$2,000
N01/12/2022$800,000WD4234 / 499QVCAMPBELL JAMES E THOMASVILLE ENTERPRISES LLC
Y11/09/2005$455,500WD2530 / 1895UVHENRY THOMAS B CAMPBELL JAMES E
Y02/12/2004$100WD2263 / 695UVJACKSON ROBERT E HENRY THOMAS B
Y02/12/2004$100WD2263 / 709UVJACKSON ROBERT H & GAIL HENRY THOMAS B
Y02/04/2004$100WD2263 / 702UVLUHRS JEANNECE L HENRY THOMAS B
Y01/02/2004$331,100WD2247 / 1200UVJACKSON ROBERT E HENRY THOMAS B
Y01/02/2004$331,100WD2247 / 1186UVLUHRS JEANNECE L HENRY THOMAS B
Y01/02/2004$331,100WD2247 / 1193UVJACKSON ROBERT H & GAIL HENRY THOMAS B
Y04/01/1993$100WD1352 / 290UVJACKSON JE & RUTH R JACKSON ROBERT H & ROBERT E & GAIL & HART J J
Y01/01/1992$78,000WD1228 / 663UV