Parcel 22-000-00-185
Owners
GREAT PLAINS IRRIGATION COMPANY LLC
4380 N 95TH ST
LAFAYETTE , CO 80026-9727
Parcel Summary
| Location | 4231 E HUERFANO RD BOONE, CO 81025 |
|---|---|
| Use Code | RE-RES: Real Estate-Residential |
| Tax District | 70AS: 70AS |
| Mill Levy | 78.135000 |
| Acreage | 1406.000 |
| Section | 8 |
| Township | 22 |
| Range | 62 |
| Neighborhood | 204 - SE PART OF COUNTY |
Legal Description
A PAR OF LAND SITUATED IN SEC 8, 9, 10, 16, 17 +20-22-62 MORE PART DESC AS FOLLOWS: BEG AT THE SW COR
OF SD SEC 20 BEING A 2 1/2"" ALUMINUM CAP (L.S. 25948)
FOUND IN PLACE; TH N 00 DEG 24 MIN 42 SEC E A DIST OF
2620.72 FT ALG THE W LINE OF SD SEC 20 TO THE W4 COR OF
SD SEC 20 BEING A 2 1/2"" ALUMINUM CAP (L.S. 25948)
FOUND IN PL; TH N 00 DEG 24 MIN 42 SEC E A DIST OF
2620.72 FT ALG THE W LINE OF SD SEC 20 TO THE NW COR OF
SD SEC 20, BEING A 2 1/2"" ALUMINUM CAP (L.S. 11550)
FOUND IN PLACE; TH N 89 DEG 25 MIN 19 SEC E A DIST OF
1317.49 FT ALG THE N LINE OF SD SEC 20 TO THE W
SIXTEENTH COR OF SEC 17 + 20 BEING A 2 1/2"" ALUMINUM
CAP (L.S. 28036); TH N 01 DEG 17 MIN 41 SEC E A DIST OF
2630.33 FT ALG THE W LINE OF THE E2 OF THE SW4 OF SD
SEC 17 TO THE CENTER W SIXTEENTH COR OF SD SEC 17 BEING
A 2 1/2 ALUMINUM CAP (L.S. 28036); TH N 01 DEG 17 MIN
41 SEC E A DIST OF 1315.16 FT ALG THE W LINE OF THE SE4
OF THE NW4 OF SD SEC 17 TO THE NW SIXTEENTH COR BEING A
2 1/2"" ALUMINUM CAP (L.S. 28036); TH N 89 DEG 40 MIN
53 SEC E A DIST OF 1320.2 FT ALG THE S LINE OF THE NE4
OF THE NW4 OF SD SEC 17 TO THE CENTER N SIXTEENTH COR
OF SD SEC 17 BEING A 2 1/2 ALUMINUM CAP (L.S. 28036);
TH N 01 DEG 20 MIN 13 SEC E A DIST OF 1313.20 FT ALG
THE E LINE OF THE NE4 OF THE NW4 OF SD SEC 17 TO THE
1/4 COR OF SEC 8 + 17 BEING A 2 1/2 ALUMINUM CAP (L.S.
28036); TH N 89 DEG 46 MIN 03 SEC E A DIST OF 1321.11
FT ALT THE S LINE OF SD SEC 8 TO THE E SIXTEENTH COR OF
SEC 8 + 17 BEING A 2 1/2 ALUMINUM CAP (L.S. 28036); TH
N 00 DEG 39 MIN 47 SEC E A DIST OF 2622.70 FT ALG THE W
LINE OF THE E2 OF THE SE4 OF SD SEC 8 TO THE CENTER E
SIXTEENETH COR OF SD SEC 8 BEING A 2 1/2 "" ALUMINUM
CAP (L.S. 28036); TH N 89 DEG 56 MIN 35 SEC E A DIST OF
1312.72 FT ALG N LINE OF THE NE4 OF THE SE4 OF SD SEC 8
TO THE1/ 4 COR OF SEC 8 + 9 BEING A 2 1/2 ALUMINUM CAP
(L.S. 28036); TH N 89 DEG 31 MIN 25 SEC E A DIST OF
2631.80 FT ALG THE N LINE OF THE SW4 OF SEC 9 TO THE
CENTER 1/4 COR OF SD SEC 9 BEING A 2 1/2"" ALUMINUM CAP
(L.S. 28036); TH N 00 DEG 32 MIN 19 SEC E A DIST OF
2624.77 FT ALG THE W LINE OF THE NE4 OF SD SEC 9 TO THE
1/4 COR OF SEC 4 + 9 BEING A 2 1/2"" ALUMINUM CAP (L.S.
16163) FOUND IN PLACE; TH ALG THE N LINE OF SD SEC 9
BEING N 89 DEG 23 MIN 23 SEC E A DIST OF 2634.56 FT TO
THE NE4 OF SD SEC 9 BEING A 2 1/2"" ALUMINUM CAP (L.S.
16163) FOUND IN PLACE; TH S 89 DEG 38 MIN 52 SEC E A
DIST OF 2655.21 FT ALG THE N LINE OF SEC 10 TO THE 1/4
COR OF SEC 3 + 10 BEING A 2 1/2"" ALUMINUM CAP (L.S.
28036); TH S 89 DEG 38 MIN 52 SEC E A DIST OF 346.39 FT
ALG THE N LINE OF SD SEC 10 TO A PT ON THE WLY ROW OF
HUERFANO RIVER COUNTY ROAD BEING A 1 1/2 "" ALUMINUM
CAP (L.S. 28036); TH ALG SD WLY ROW OF HUEFANO RIVER
COUNTY ROAD THE FOLLOWING 69 COURSES: 1) S 22 DEG 06
MIN 23 SEC W A DIST OF 12.93 FT; 2) TH ALG THE ARC OF
A CURVE TO THE RIGHT HAVING A RAD OF 831.07 FT, + A
CENTRAL ANGLE OF 32 DEG 22 MIN 36 SEC FOR A DIST ALG
THE CURVE OF 469.62 FT; THE CHORD OF SD CURVE BEARS S
38 DEG 17 MIN 41 SEC W A DIST OF 463.40 FT; TH 3) S
54 DEG 28 MIN 59 SEC W A DIST OF 528.67 FT; 4) TH ALG
THE ARC OF A CURVE TO THE ELFT HAVING A RAD OF 711.48
FT, + A CENTRAL ANGLE OF 29 DEG 07 MIN 45 SEC FOR A
DIST ALG THE CURVE OF 361.72 FT, THE CHORD OF SD CURVE
BEARS S 39 DEG 55 MIN 07 SEC W A DIST OF 357.83 FT; TH
5) S 25 DEG 21 MIN 14 SEC W A DIST OF 193.30 FT; 6)
TH ALG THE ARC OF A CURVE TO THE RIGHT HAVING A RAD OF
4393.96 FT, + A CENTRAL ANGLE OF 03 DEG 41 MIN 41 SEC
FOR A DIST ALG THE CURVE OF 283.35 FT, THE CHORD OF SD
CURVE BEARS S 27 DEG 12 MIN 05 SEC W A DIST OF 283.30
FT; TH 7) S 29 DEG 02 MIN 55 SEC W A DIST OF 405.60
FT; 8) TH ALG THE ARC OF A CURVE TO THE LEFT HAVING A
RAD OF 524.39 FT, + A CENTRAL ANGLE OF 24 DEG 14 MIN 15
SEC FOR A DIST ALG THE CURVE OF 221.83 FT; THE CHORD OF
SD CURVE BEARS S 16 DEG 55 MIN 48 SEC W A DIST OF
220.18 FT; TH 9) S 04 DEG 48 MIN 40 SEC W A DIST OF
103.75 FT; 10) TH ALG THE ARC OF A CURVE TO THE RIGHT
HAVING A RD OF 317.80 FT, + A CENTRAL ANGLE OF 42 DEG
15 MIN 28 SEC FOR A DIST ALG THE CURVE OF 234.49 FT,
THE CHORD OF SD CURVE BEARS S 25 DEG 56 MIN 24 SEC W A
DIST OF 229.11 FT; TH 11) S 47 DEG 04 MIN 08 SEC W A
DIST OF 204.53 FT; 12) TH ALG THE ARC OF A CURVE TO
THE LEFT HAVING A RAD OF 917.85 FT, + A CENTRAL ANGLE
OF 12 DEG 34 MIN 12 SEC FOR A DIST ALG THE CURVE OF
201.36 FT; TH CHORD OF SD CURVE BEARS S 40 DEG 47 MIN
02 SEC W A DIST OF 200.96 FT; TH 13) S 34 DEG 29 MIN
56 SEC W A DIST OF 85.53 FT; 14) TH ALG THE ARC OF A
CURVE TO THE RIGHT HAVING A RAD OF 954.87 FT, + A
CENTRAL ANGLE OF 10 DEG 57 MIN 28 SEC FOR A DIST ALG
THE CURVE OF 182.62 FT; THE CHORD OF SD CURVE BEARS S
39 DEG 58 MIN 40 SEC W A DIST OF 182.34 FT; TH 15) S
45 DEG 27 MIN 25 SEC W A DIST OF 349.24 FT; 16) TH
ALG THE ARC OF A CURVE TO THE LEFT HAVING A RAD OF
1066.06 FT, + A CENTRAL ANGLE OF 17 DEG 03 MIN 44 SEC
FOR A DIST ALG THE CURVE OF 317.46 FT; THE CHORD OF SD
CURVE BEARS S 36 DEG 55 MIN 33 SEC W A DIST OF 316.29
FT; TH 17) S 28 DEG 23 MIN 41 SEC W A DIST OF 68.13
FT; 18) TH ALG THE ARC OF A CURVE TO THE RIGHT HAVING
A RAD OF 547.48 FT, + A CENTRAL ANGLE OF 21 DEG 57 MIN
19 SEC FOR A DIST ALG THE CURVE OF 209.79 FT; THE CHORD
OF SD CURVE BEARS S 39 DEG 22 MIN 21 SEC W A DIST OF
208.51 FT; TH 19) S 50 DEG 21 MIN 00 SEC W A DIST OF
111.98 FT; 20) TH ALG THE ARC OF A CURVE TO THE LEFT
HAVING A RAD OF 1091.84 FT, + A CENTRAL ANGLE OF 14 DEG
18 MIN 49 SEC FOR A DIST ALG THE CURVE OF 272.77 FT; TE
CHORD OF SD CURVE BEARS S 43 DEG 11 MIN 36 SEC W A DIST
OF 272.06 FT; TH 21) S 36 DEG 02 MIN 11 SEC W A DIST
OF 540.28 FT; 22) TH ALG THE ARC OF A CURVE TO THE
RIGHT HAVING A RAD OF 1324.34 FT, + A CENTRAL ANGLE OF
21 DEG 22 MIN 38 SEC FOR A DIST ALG THE CURVE OF 494.12
FT; THE CHORD OF SD CURVE BEARS S 46 DEG 43 MIN 30 SEC
W A DIST OF 491.25 FT TH 23) S 57 DEG 24 MIN 49 SEC W
A DIST OF 25.63 FT; 24) TH ALG THE ARC OF A CURVE TO
THE LEFT HAVING A RAD OF 1555.07 FT, + A CENTRAL ANGLE
OF 10 DEG 00 MIN 18 SEC FOR A DIST ALG THE CURVE OF
271.55 FT, THE CHORD OF SD CURVE BEARS 52 DEG 24 MIN 40
SEC W A DIST OF 271.20 FT; TH 25) S 47 DEG 24 MIN 31
SEC W A DIST OF 94.75 FT; 26) TH ALG THE ARC OF A
CURVE TO THE RIGHT HAVING A RAD OF 2754.26 FT, + A
CENTRAL ANGLE OF 03 DEG 20 MIN 05 SEC FOR A DIST ALG
THE CURVE OF 160.30 FT, THE CHORD OF SD CURVE BEARS S
49 DEG 04 MIN 33 SEC W A DIST OF 160.28 FT; TH 27) S
50 DEG 44 MIN 35 SEC W A DIST OF 229.77 FT; 28) TH
ALG THE ARC OF A CURVE TO THE LEFT HAVING A RAD OF
1222.90 FT, + A CENTRAL ANGLE OF 06 DEG 40 MIN 07 SEC
FOR A DIST ALG THE CURVE OF 142.33 FT; THE CHORD OF SD
CURVE BEARS S 47 DEG 24 MIN 32 SEC W A DIST OF 142.25
FT; TH 29) S 44 DEG 04 MIN 29 SEC W A DIST OF 414.27
FT; 30) TH ALG THE ARC OF A CURVE TO THE RIGHT HAVING
A RAD OF 970.00 FT, + A CENTRAL ANGLE OF 01 DEG 09 MIN
48 SEC FOR A DIST ALG THE CURVE OF 19.70 FT; THE CHORD
OF SD CURVE BEARS S 44 DEG 39 MIN 23 SEC W A DIST OF
19.70 FT; TH 31) S 45 DEG 14 MIN 17 SEC W A DIST OF
355.42 FT; 32) TH ALG THE ARC OF A CURVE TO THE LEFT
HAVING A RAD OF 816.87 FT, + A CENTRAL ANGLE OF 02 DEG
07 MIN 56 SEC FOR A DIST ALG THE CURVE OF 30.40 FT; THE
CHORD OF SD CURVE BEARS S 44 DEG 10 MIN 19 SEC W A DIST
OF 30.40 FT; TH 33) S 43 DEG 06 MIN 21 SEC W A DIST
OF 226.43 FT; 34) TH ALG THE ARC OF A CURVE TO THE
RIGHT HAVING A RAD OF 661.28 FT, + A CENTRAL ANGLE OF
21 DEG 18 MIN 35 SEC FOR A DIST ALG THE CURVE OF 245.95
FT, THE CHORD OF SD CURVE BEARS S 53 DEG 45 MIN 39 SEC
W A DIST OF 244.53 FT; TH 35) S 64 DEG 24 IN 56 SEC W
A DIST OF 419.41 FT; 36) TH ALG THE ARC OF A CURVE TO
THE LEFT HAVING A RAD OF 1911.43 FT, + A CENTRAL ANGLE
OF 10 DEG 48 MIN 40 SEC FOR A DISTANCE ALG THE CURVE OF
360.67 FT, THE CHORD OF SD CURVE BEARS S 59 DEG 00 MIN
36 SEC W A DIST OF 360.13 FT; TH 37) S 53 DEG 36 MIN
16 SEC W A DIST OF 245.16 FT; 38) TH ALG THE ARC OF A
CURVE TO THE RIGHT HAVING A RAD OF 7617.87 FT, + A
CENTRAL ANGLE OF 02 DEG 50 MIN 41 SEC FOR A DIST ALG
THE CURVE OF 378.24 FT, THE CHORD OF SD CURVE BEARS S
55 DEG 01 MIN 37 SEC W A DIST OF 378.20 FT; TH 39) S
56 DEG 26 MIN 57 SEC W A DIST OF 207.38 FT; 40) TH
ALG THE ARC OF A CURVE TO THE RIGHT HAVING A RAD OF
3792.94 FT, + A CENTRAL ANGLE OF 07 DEG 43 MIN 58 SEC
FOR A DIST ALG THE CURVE OF 511.90 FT; THE CHORD OF SD
CURVE BEARS S 60 DEG 18 MIN 56 SEC W A DIST OF 511.51
FT; TH 41) S 64 DEG 10 MIN 55 SEC W A DIST OF 45.50
FT; 42) TH ALG THE ARC OF A CURVE TO THE LEFT HAVING
A RAD OF 585.69 FT, + A CENTRAL ANGLE OF 12 DEG 37 MIN
23 SEC FOR A DIST ALG THE CURVE OF 129.04 FT; THE CHORD
OF SD CURVE BEARS S 57 DEG 52 MIN 13 SEC W A DIST OF
128.78 FT; TH 43) S 51 DEG 33 MIN 32 SEC W A DIST OF
183.81 FT; TH 44) TH ALG THE ARC OF A CURVE TO THE
LEFT HAVING A RAD OF 1030.00 FT, + A CENTRAL ANGLE OF
03 DEG 17 MIN 32 SEC FOR A DIST ALG THE CURVE OF 59.18
FT; THE CHORD OF SD CURVE BEARS S 49 DEG 54 MIN 46 SEC
W A DIST OF 59.18 FT; TH 45) S 48 DEG 16 MIN 00 SEC W
A DIST OF 174.21 FT; 46) TH ALG THE ARC OF A CURVE TO
THE RIGHT HAVING A RAD OF 4270.52 FT, + A CENTRAL ANGLE
OF 03 DEG 41 MIN 21 SEC FOR A DIST ALG THE CURVE OF
274.97 FT; THE CHORD OF SD CURVE BEARS S 50 DEG 06 MIN
40 SEC W A DIST OF 274.92 FT; 47) TH ALG THE ARC OF A
CURVE TO THE LEFT HAVING A RAD OF 1578.00 FT, + A
CENTRAL ANGLE OF 11 DEG 21 MIN 33 SEC FOR A DIST ALG
THE CURVE OF 312.85 FT, THE CHORD OF SD CURVE BEARS S
46 DEG 16 MIN 34 SEC W A DIST OF 312.34 FT; TH 48) S
40 DEG 35 MIN 47 SEC W A DIST OF 194.05 FT; 49) TH
ALG THE ARC OF A CURVE TO THE LEFT HAVING A RAD OF
1864.26 FT, + A CENTRAL ANGLE OF 14 DEG 12 MIN 09 SEC
FOR A DIST ALG THE CURVE OF 462.11 FT; THE CHORD OF SD
CURVE BEARS S 33 DEG 29 MIN 42 SEC W A DIST OF 460.93
FT; TH 50) S 26 DEG 23 MIN 38 SEC W A DIST OF 499.41
FT; 51) TH ALG THE ARC OF A CURVE TO THE RIGHT HAVING
A RAD OF 12087.28 FT, + A CENTRAL ANGLE OF 01 DEG 14
MIN 17 SEC FOR A DIST ALG THE CURVE OF 261.20 FT; THE
CHORD OF SD CURVE BEARS S 27 DEG 00 MIN 46 SEC W A DIST
OF 261.19 FT; TH 52) S 27 DEG 37 MIN 55 SEC W A DIST
OF 380.53 FT; 53) TH ALG THE ARC OF A CURVE TO THE
RIGHT HAVING A RAD OF 1569.37 FT, + A CENTRAL ANGLE OF
08 DEG 31 MIN 57 SEC FOR A DIST ALG THE CURVE OF 233.71
FT, THE CHORD OF SD CURVE BEARS S 31 DEG 53 MIN 53 SEC
W A DIST OF 233.49 FT; TH 54) S 36 DEG 09 MIN 52 SEC
W A DIST OF 133.75 FT; 55) TH ALG THE ARC OF A CURVE
TO THE RIGHT HAVING A RADIUS OF 470.00 FT, + A CENTRAL
ANGLE OF 09 DEG 38 MIN 36 SEC FOR A DIST ALG THE CURVE
OF 79.11 FT; THE CHORD OF SD CURVE BEARS S 40 DEG 59
MIN 10 SEC W A DIST OF 79.01 FT; TH 56) S 45 DEG 48
MIN 28 SEC W A DIST OF 111.81 FT; 57) TH ALG THE ARC
OF A CURVE TO THE RIGHT HAVING A RAD OF 470.00 FT + A
CENTRAL ANGLE OF 05 DEG 01 MIN 37 SEC FOR A DIST ALG
THE CURVE OF 41.24 FT; THE CHORD OF SD CURVE BEARS S 48
DEG 19 MIN 16 SEC W A DIST OF 41.22 FT; TH; 58) S 50
DEG 50 MIN 05 SEC W A DIST OF 88.46 FT; 59) TH ALG
THE ARC OF A CURVE TO THE RIGHT HAVING A RAD OF 2024.13
FT, + A CENTRAL ANGLE OF 05 DEG 50 MIN 58 SEC FOR A
DIST ALG THE CURVE OF 206.65 FT; THE CHORD OF SD CURVE
BEARS S 53 DEG 45 MIN 34 SEC W A DIST OF 206.56 FT;
60) TH ALG THE ARC OF A CURVE TO THE LEFT HAVING A RAD
OF 3030.00 FT, + A CENTRAL ANGLE OF 04 DEG 47 MIN 59
SEC FOR A DIST ALG THE CURVE OF 253.83 FT; THE CHORD OF
SD CURVE BEARS S 54 DEG 17 MIN 04 SEC W A DIST OF
253.76 FT; TH 61) S 51 DEG 53 MIN 04 SEC A A DIST OF
607.55 FT; 62) TH ALG THE ARC OF A CURVE TO THE LEFT
HAVING A RAD OF 2450.60 FT, + A CENTRAL ANGLE OF 14 DEG
14 MIN 39 SEC FOR A DIST ALG THE CURVE OF 609.24 FT;
THE CHORD OF SD CURVE BEARS S 44 DEG 45 MIN 44 SEC W A
DIST OF 607.67 FT; TH 63) S 37 DEG 38 MIN 25 SEC W A
DIST OF 220.06 FT; 64) TH ALG THE ARC OF A CURVE TO
THE LEFT HAVING A RAD OF 9101.26 FT, + A CENTRAL ANGLE
OF 06 DEG 57 MIN 43 SEC FOR A DIST ALG THE CURVE OF
1105.88 FT; THE CHORD OF SD CURVE BEARS S 34 DEG 09 MIN
33 SEC W A DIST OF 1105.20 FT; TH 65) S 30 DEG 40 MIN
42 SEC W A DIST OF 286.15 FT; 66) TH ALG THE ARC OF A
CURVE TO THE LEFT HAVING A RAD OF 2609.22 FT, + A
CENTRAL ANGLE OF 15 DEG 24 MIN 21 SEC FOR A DIST ALG
THE CURVE OF 701.57 FT; THE CHORD OF SD CURVE BEARS S
22 DEG 58 MIN 32 SEC W A DIST OF 699.46 FT; TH 67) S
15 DEG 16 MIN 21 SEC W A DIST OF 300.52 FT; 68) TH
ALG THE ARC OF A CURVE TO THE LEFT HAVING A RAD OF
3030.00 FT, + A CENTRAL ANGLE OF 00 DEG 40 MIN 15 SEC
FOR A DIST ALG THE CURVE OF 35.48 FT; THE CHORD OF SD
CURVE BEARS S 14 DEG 56 MIN 04 SEC W A DIST OF 35.48
FT; TH 69) S 14 DEG 36 MIN 06 SEC W A DIST OF 2573.13
FT TO A PT ON THE S LINE OF SEC 20 BEING A 1 1/2
ALUMINUM CAP (L.S. 28036); TH LEAVING SD WLY ROW S 89
DEG 41 MIN 44 SEC W A DIST OF 1343.46 FT ALG THE S LINE
OF SD SEC 20 TO THE SW4 OF SD SEC 20 BEING THE PT OF
BEG. FORMERLY #22-000-00-084
Current Values
| STANDARD | 2026 |
|---|---|
| Total Building Value | $244,052 |
| Total Extra Features Value | $1,000 |
| Total Land Value | $49,966 |
| Full Market Value | $295,018 |
| Exempt Value | $16,574 |
| Taxable Value | $278,444 |
| Assessed Value | $42,462 |
| School Assessed Value | $44,003 |
Value History
| 2025 | 2024 | 2023 | 2022 | 2021 | 2020 | |
|---|---|---|---|---|---|---|
| Total Building Value | $244,052 | $239,514 | $239,514 | $225,242 | $225,242 | $151,874 |
| Total Extra Features Value | $1,000 | $0 | $0 | $0 | $0 | $0 |
| Total Land Value | $49,966 | $51,585 | $51,584 | $50,209 | $50,208 | $48,309 |
| Full Market Value | $295,018 | $291,099 | $291,098 | $275,451 | $275,450 | $200,183 |
| Exempt Value | $0 | $55,000 | $55,000 | $0 | $0 | $0 |
| Taxable Value | $295,018 | $236,099 | $236,098 | $275,451 | $275,450 | $200,183 |
| Assessed Value | $45,260 | $40,530 | $40,540 | $57,120 | $58,620 | $39,580 |
| School Assessed Value | $46,580 |
Document/Transfer/Sales History
| Official Record | Date | Type | V/I | Sale Price | Ownership |
|---|---|---|---|---|---|
| 2194683 | 2020-09-28 | SPECIAL WARRANTY DEED | Improved | $3,100,000 | Grantor: H R G LLC Grantee: GREAT PLAINS IRRIGATION COMPANY LLC |
| 1392277 | 2001-06-28 | WARRANTY DEED | Improved | $1,100,000 | Grantor: CLARK MARY FRAZIER Grantee: H R G LLC |
| 858454 | 1988-02-26 | WARRANTY DEED | Improved | $0 | Grantor: CLARK MARY FRAZIER Grantee: CLARK MARY FRAZIER |
Buildings
Building # 1, Section # 1, Main Home, Single-Family Residence, Ranch
Components
Main Home
Building # 2, Section # 1, Building, Farm Utility Building, Wood or Steel Framed Exterior Walls
Building # 3, Section # 1, Building, Farm Utility Building, Wood or Steel Framed Exterior Walls
Building # 4, Section # 1, Building, Farm Utility Building, Wood or Steel Framed Exterior Walls
Building # 5, Section # 1, Building, Barn, General Purpose, Metal Frame and Walls
Extra Features
| Code | Description | Length | Width | Units | AYB | % Good Condition |
|---|---|---|---|---|---|---|
| MISC | MISCELLANEOUS | .00 | 100% |
Land Lines
Notices of Value
20252023
2021
Building Sketches
Building Photos
Disclaimer
All parcel data on this page is for use by the Pueblo County Assessor for assessment purposes only. The summary data on this page may not be a complete representation of the parcel or of the improvements thereon. Building information, including unit counts and number of permitted units, should be verified with the appropriate building and planning agencies. Zoning information should be verified with the appropriate planning agency. All parcels are reappraised each year. This is a true and accurate copy of the records of the Pueblo County Assessor's Office as of July 31, 2026.