Parcel 84-000-00-092
Owners
PUEBLO COUNTY
215 W 10TH ST
PUEBLO, CO 81003-2945
Parcel Summary
| Location | UNKNOWN , 00000 |
|---|---|
| Use Code | RE-LAND: Real Estate-Land |
| Tax District | 70AT: 70AT |
| Mill Levy | 78.135000 |
| Acreage | 8.900 |
| Section | 31 |
| Township | 18 |
| Range | 64 |
| Neighborhood | 201 - NE PART OF COUNTY |
Legal Description
A PARCEL OF LAND FOR ROW NO RW-1, OF THE DEPARTMENT OFTRANSPORTATION, STATE OF COLORADO, PROJECT CODE 21360,
PROJECT NO ER CO20-043, CONTG 2,060 SQ FT, M/L, IN THE
SE4 31-18-64, SAID PARCEL OF LAND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE
E4 CORNER OF SAID SEC 31; THENCE S ON THE E LINE OF THE
SE4 SEC 31 S 01 DEG 06 MIN 51 SEC E A DISTANCE OF
600.32 FT TO A POINT ON THE ELY ROW OF OVERTON ROAD AS
DESCRIBED IN BOOK 2655 A PAGE 663, SAID POINT BEING THE
POINT OF BEGINNING; 1) THENCE CONTINUE S ON SAID E
LINE S 01 DEG 06 MIN 51 SEC E A DISTANCE OF 126.33 FT
TO THE ELY LINE OF OVERTON RD (RE-ALIGNMENT) + TO A
POINT ON A CURVE; 2) THENCE SLY ON SAID ELY LINE, ON
THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF
810.00 FT, A CENTRAL ANGLE OF 13 DEG 04 MIN 48 SEC FOR
A LENGTH OF 184.91 FT WHOSE CHORD BEARS S 01 DEG 06 MIN
51 SEC E WITH A DISTANCE OF 184.51 FT TO THE E LINE OF
THE SE4 OF SAID SEC 31; 3) THENCE S ON SAID E LINE S
01 DEG 06 MIN 51 SEC E A DISTANCE OF 39.21 FT; 4)
THENCE S 79 DEG 32 MIN 26 SEC W A DISTANCE OF 1.76 FT
TO THE ELY ROW LINE OF OVERTON ROAD AS DESCRIBED IN
BOOK 2655 AT PAGE 663 + TO A POINT ON A CURVE; 5)
THENCE NLY ON SAID ELY LINE, ON THE ARC OF A CURVE TO
THE RIGHT HAVING A RADIUS OF 1111.00 FT, A CENTRAL
ANGLE OF 12 DEG 05 MIN 42 SEC FOR A LENGTH OF 234.53 FT
WHOSE CHORD BEARS N 02 DEG 50 MIN 27 SEC W WITH A
DISTANCE OF 234.09 FT; 6) THENCE N 03 DEG 12 MIN 24
SEC E A DISTANCE OF 116.68 FT TO THE POINT OF BEGINNING
THE ABOVE DESCRIBED PARCEL CONTAINS 2,060 SQ FT M/L
ALSO TWO PARCELS OF LAND FOR ROW NOS RW-2 + RW-2A OF
THE DEPARTMENT OF TRANSPORTATION, STATE OF COLORADO,
PROJECT CODE NO ER-C020-043, CONTG 298.466 SQ FT, M/L,
IN THE W2 32-18-64, SAID PARCEL OF LAND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS: RW-2 COMMENCING AT
THE W4 CORNER OF SAID SEC 32; THENCE SLY ON THE W LINE
OF THE SW4 OF SEC 32 S 01 DEG 06 MIN 51 SEC E A
DISTANCE OF 911.16 FT TO A POINT ON THE ELY ROW OF
OVERTON ROAD (RE-ALIGNMENT), SAID POINT BEING A POINT
ON A CURVE, SAID POINT BEING THE POINT OF BEGINNING;
1) THENCE SLY ON SAID ELY ROW, ON THE ARC OF A CURVE TO
THE LEFT HAVING A RADIUS OF 810.00 FT, A CENTRAL ANGLE
OF 02 DEG 44 MIN 19 SEC FOR A LENGTH OF 38.72 FT WHOSE
CHORD BEARS S 09 DEG 01 MIN 24 SEC E WITH A DISTANCE OF
38.71 FT; 2) THENCE S 79 DEG 36 MIN 26 SEC W A
DISTANCE OF 5.40 FT TO THE L LINE OF THE SW4 OF SAID
SEC 32; 3) THENCE ON SAID W LINE N 01 DEG 06 MIN 51
SEC W A DISTANCE OF 39.21 FT TO THE POINT OF BEGINNING
TOGETHER WITH THE FOLLOWING: RW-2A COMMENCING AT THE
W4 CORNER OF SAID SEC 32; THENCE SLY ON THE W LINE OF
THE SW4 OF SEC 32 S 01 DEG 06 MIN 51 SEC E A DISTANCE
OF 600.32 FT TO A POINT ON THE ELY ROW OF OVERTON ROAD
AS DESCRIBED IN BOOK 2655 AT PAGE 663, SAID POINT BEING
THE POINT OF BEGINNING; 1) THENCE N 03 DEG 12 MIN 24
SEC E A DISTANCE OF 106.50 FT ON SAID ROW LINE; 2)
THENCE N 86 DEG 47 MIN 36 SEC W A DISTANCE OF 5.00 FT
ON SAID ROW LINE TO A POINT ON THE ELY ROW LINE OF
OVERTON ROAD, SAID POINT BEING 30.00 FT E OF THE C/L OF
OVERTON ROAD AS TRAVELED; 3) THENCE N 02 DEG 42 MIN 18
SEC E A DISTANCE OF 71.20 FT ON SAID ROW LINE TO A
POINT ON THE WLY ROW LINE OF OVERTON ROAD
(RE-ALIGNMENT) + BEING A POINT ON A CURVE; THE
FOLLOWING SIX (6) COURSES ARE ON THE WLY ROW LINE OF
OVERTON ROAD (RE-ALIGNMENT): 4) THENCE NLY ON THE ARC
OF A CURVE TO THE RIGHT HAVING A RADIUS OF 890.00 FT, A
CENTRAL ANGLE OF 27 DEG 10 MIN 33 SEC FOR A LENGTH OF
422.13 FT WHOSE CHORD BEARS N 38 DEG 54 MIN 29 SEC E
WITH A DISTANCE OF 418.19 FT; 5) THENCE N 52 DEG 29
MIN 45 SEC E A DISTANCE OF 443.22 FT TO A POINT OF
CURVE; 6) THENCE NLY ON THE ARC OF A CURVE TO THE LEFT
HAVING A RADIUS OF 840.00 FT, A CENTRAL ANGLE OF 45 DEG
13 MIN 58 SEC FOR A LENGTH OF 663.15 FT; 7) THENCE N
07 DEG 15 MIN 48 SEC E A DISTANCE OF 503.61 FT TO A
POINT OF CURVE; 8) THENCE NLY ON THE ARC OF A CURVE TO
THE LEFT HAVING A RADIUS OF 1010.00 FT, A CENTRAL ANGLE
OF 37 DEG 05 MIN 28 SEC FOR A LENGTH OF 653.84 FT; 9)
THENCE N 29 DEG 49 MIN 41 SEC W A DISTANCE OF 913.78 FT
TO THE N LINE OF THE NW4 OF SAID SEC 32; 10) THENCE ON
SAID N LINE N 89 DEG 41 MIN 35 SEC E A DISTANCE OF
91.94 FT TO THE ELY ROW LINE OF OVERTON ROAD
(RE-ALIGNMENT); THE FOLLOWING SIX (6) COURSES ARE ON
THE ELY ROW LINE OF OVERTON ROAD (RE-ALIGNMENT); 11)
HTENCE S 29 DEG 49 MIN 41 SEC E A DISTANCE OF 868.48 FT
TO A POINT OF CURVE; 12) THENCE SLY ON THE ARC OF A
CURVE TO THE RIGHT HAVING A RADIUS OF 1090.00 FT, A
CENTRAL ANGLE OF 37 DEG 05 MIN 28 SEC FOR A LENGTH OF
705.63 FT; 13) THENCE S 07 DEG 15 MIN 48 SEC W A
DISTANCE OF 503.61 FT TO A POINT OF CURVE; 14) THENCE
SLY ON THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS
OF 920.00 FT, A CENTRAL ANGLE OF 45 DEG 13 MIN 58 SEC
FOR A LENGTH OF 726.30 FT; 15) THENCE S 52 DEG 29 MIN
45 SEC W A DISTANC OF 443.22 FT TO A POINT OF CURVE;
16) THENCE SLY ON THE ARC OF A CURVE TO THE LEFT
HAVING A RADIUS OF 810.00 FT, A CENTRAL ANGLE OF 47 DEG
04 MIN 12 SEC FOR A LENGTH OF 665.44 FT TO A POINT ON
THE W LINE OF THE SW4 OF SAID SEC 32; 17) THENCE ON
SAID W LINE N 01 DEG 06 MIN 51 SEC W A DISTANCE OF
126.33 FT TO A POINT ON THE ELY ROW LINE OF SAID
OVERTON ROAD AS DESCRIBED IN BOOK 2655 AT PAGE 663,
SAID POINT BEING THE POINT OF BEGINNING THE ABOVE
DESCRIBED PARCELS CONTAIN 298,466 SQ FT, M/L ALSO A
PARCEL OF LAND FOR ROW NO RW-3 OF THE DEPARTMENT OF
TRANSPORTATION, STATE OF COLORADO, PROJECT CODE 21360,
PROJECT NO ER CO20-043, CONTAINING 87,451 SQ FT, M/L,
IN THE SW4 29-18-64, SAID PARCEL OF LAND BEING MORE
PARTICURLARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE
SW4 OF SAID SEC 29; THENCE ELY ON THE S LINE OF THE SW4
OF SEC 29 N 89 DEG 41 MIN 35 SEC E A DISTANCE OF 487.11
FT TO A POINT ON THE WLY ROW LINE OF OVERTON ROAD, SAID
POINT BEING THE POINT OF BEGINNING; 1) THENCE N 29 DEG
49 MIN 41 SEC W A DISTANCE OF 837.05 FT ON SAID ROW
LINE TO A POINT OF CURVE; 2) THENCE NLY ON THE ARC OF
A CURVE TO THE RIGHT HAVING A RADIUS OF 940.00 FT, A
CENTRAL ANGLE OF 06 DEG 27 MIN 55 SEC FOR A LENGTH OF
106.07 FT TO A POINT ON THE ELY ROW LINE OF OVERTON
ROAD, SAID POINT BEING 30.00 FT E OF + PERPENDICULAR TO
THE W LINE OF THE SW4 OF SAID SEC 29; 3) THENCE NLY ON
SAID ROW LINE N 00 DEG 27 MIN 59 SEC W A DISTANCE OF
362.90 FT TO A POINT ON SAID ROW LINE OF OVERTON ROAD
(RE-ALIGNMENT); THE FOLLOWING THREE (3) COURSES ARE ON
THE ELY ROW LINE OF OVERTON ROAD (RE-ALIGNMENT); 4)
THENCE N 89 DEG 20 MIN 50 SEC E A DISTANCE OF 5.94 FT
TO A POINT ON A CURVE; 5) THENCE SLY ON THE ARC OF A
CURVE TO THE LEFT HAVING A RADIUS OF 860.00 FT, A
CENTRAL ANGLE OF 29 DEG 10 MIN 31 SEC FOR A LENGTH OF
437.92 FT WHOSE CHORD BEARS S 15 DEG 14 MIN 25 SEC E
WITH A DISTANCE OF 433.20 FT; 6) THENCE S 29 DEG 49
MIN 41 SEC E A DISTANCE OF 882.35 FT TO A POINT ON THE
S LINE OF THE SW4 OF SAID SEC 29; 7) THENCE ON SAID S
LINE S 89 DEG 41 MIN 35 SEC W A DISTANCE OF 91.94 FT TO
A POINT ON SAID WLY ROW LINE OF OVERTON ROAD, SAID
POINT BEING THE POINT OF BEGINNING THE ABOVE DESCRIBED
PARCEL CONTAINS 87,451 SQ FT, M/L BASIS OF BEARINGS: A
LINE BETWEEN THE NW CORNER OF SEC 32 + THE W4 CORNER OF
SEC 32-18-64 BEING MONUMENTED ON THE N END BY A 2 1/2""
ALUMINUM CAP + THE S END BY A 3 1/4"" ALUMINUM CAP,
ASSUMED TO BEAR S 01 DEG 06 MIN 46 SEC E FOR A DISTANCE
OF 2,653.22 FT FORMERLY #84-000-00-082 + 083 +
84-310-00-011
Current Values
| STANDARD | 2026 |
|---|---|
| Total Building Value | $0 |
| Total Extra Features Value | $0 |
| Total Land Value | $15,000 |
| Full Market Value | $15,000 |
| Exempt Value | $15,000 |
| Taxable Value | $0 |
| Assessed Value | $0 |
| School Assessed Value | $0 |
Value History
| 2025 | 2024 | 2023 | 2022 | 2021 | 2020 | |
|---|---|---|---|---|---|---|
| Total Building Value | $0 | $0 | $0 | $0 | $0 | $0 |
| Total Extra Features Value | $0 | $0 | $0 | $0 | $0 | $0 |
| Total Land Value | $15,000 | $13,350 | $13,350 | $2,225 | $2,225 | $0 |
| Full Market Value | $15,000 | $13,350 | $13,350 | $2,225 | $2,225 | $0 |
| Exempt Value | $15,000 | $13,350 | $0 | $0 | $0 | $0 |
| Taxable Value | $0 | $0 | $13,350 | $2,225 | $2,225 | $0 |
| Assessed Value | $0 | $0 | $0 | $0 | $0 | $0 |
| School Assessed Value |
Document/Transfer/Sales History
| Official Record | Date | Type | V/I | Sale Price | Ownership |
|---|---|---|---|---|---|
| 2146757 | 2019-07-23 | WARRANTY DEED | Vacant | $0 | Grantor: PUEBLO COUNTY Grantee: PUEBLO COUNTY |
| 2146759 | 2019-07-22 | WARRANTY DEED | Vacant | $0 | Grantor: PUEBLO COUNTY Grantee: PUEBLO COUNTY |
Buildings
None
Land Lines
Notices of Value
2021Disclaimer
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 May 14, 2026.