Parcel 15-000-00-201
Owners
C F + I STEEL LP
C/O TAX DEPT
PO BOX 316
PUEBLO, CO 81002-0316
Parcel Summary
| Location | UNKNOWN , 00000 |
|---|---|
| Use Code | RE-LAND: Real Estate-Land |
| Tax District | 60B: 60B |
| Mill Levy | 92.605000 |
| Acreage | 33.940 |
| Section | 26 |
| Township | 21 |
| Range | 64 |
| Neighborhood | 204 - SE PART OF COUNTY |
Legal Description
A PAR OF LAND LOC WITHIN THE E2 NE4 OF 26-21-65 BEINGMORE PART DESC AS FOLLOWS: BEG AT A PT ON THE SELY LN
OF MINNEQUA INDUSTRIAL PARK, 2ND FILING ACCD TO THE REC
PLAT THEREOF FILED FOR REC JANUARY 28, 2003 AT REC NO
1481756, PUEBLO COUNTY REC FROM WH THE NW COR (FOUND
MONUMENT IS A 3 1/4"" ALUMINUM CAP LS #33651) OF
20-21-64 W BEARS N 62 DEG 55 MIN 29 SEC E A DIST OF
13036.25 FT; 1) TH S 30 DEG 13 MIN 01 SEC E A DIST OF
756.60 FT TO THE BEG OF A TANGENT CURVE TO THE LEFT
HAVING A RAD OF 960.00 FT; 2) TH ALG THE ARC OF A
CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 57 DEG 40
MIN 27 SEC A DIST OF 966.34 FT WHOSE CHORD BEARS S 59
DEG 03 MIN 14 SEC E A DIST OF 926.06 FT; 3) TH S 87
DEG 53 MIN 28 SEC E A DIST OF 593.28 FT TO THE BEG OF A
TANGENT CURVE TO THE LEFT HAVING A RAD OF 1290.00 FT;
4) TH ALG THE ARC OF A CRUVE TO THE LEFT THROUGH A
CENTRAL ANGLE OF 71 DEG 11 MIN 13 SEC A DIST OF 1602.76
FT WHOSE CHORD BEARS N 56 DEG 30 MIN 55 SEC E A DIST OF
1501.64 FT; 5) TH N 20 DEG 55 MIN 19 SEC E A DIST OF
1950.02 FT TO THE BEG OF A TANGENT CURVE TO THE RT
HAVING A RAD OF 1720.00 FT; 6) TH ALG THE ARC OF A
CURVE TO THE RT, THROUGH A CENTRAL ANGLE OF 24 DEG 22
MIN 41 SEC A DIST OF 731.82 FT WHOSE CHORD BEARS N 33
DEG 06 MIN 39 SEC E A DIST OF 726.32 FT; 7) TH N 35
DEG 05 MIN 24 SEC W A DIST OF 65.89 FT TO THE BEG OF A
NON-TANGENT CURVE TO THE RT HAVING A RAD OF 1785.00 FT;
8) TH, ALG THE ARC OF A CURVE TO THE RT THROUGH A
CENTRAL ANGLE OF 27 DEG 10 MIN 35 SEC A DIST OF 846.66
FT WHOSE CHORD BEARS N 59 DEG 14 MIN 29 SEC E A DIST OF
838.74 FT TO A PT ON THE WLY ROW LN OF THE BURLINGTON
NORTHERN SANTA FE + UNION PACIFIC RR; 9) TH S 02 DEG
27 MIN 37 SEC W, ALG SD WLY ROW LN, A DIST OF 268.24 FT
TO THE BEG OF A NON-TANGENT CURVE TO THE LEFT HAVING A
RAD OF 1535.00 FT; 10) TH ALG THE ARC OF A CURVE TO
THE LEFT, THROUGH A CENTRAL ANGLE OF 23 DEG 45 MIN 12
SEC A DIST OF 636.37 FT WHOSE CHORD BEARS S 57 DEG 35
MIN 14 SEC W A DIST OF 631.82 FT; 11) TH N 54 DEG 17
MIN 58 SEC W A DIST OF 65.96 FT TO THE BEG OF A
NON-TANGENT CURVE TO THE LEFT HAVING A RAD OF 1600.00
FT; 12) TH ALG THE ARC OF A CURVE TO THE LEFT, THROUGH
A CENTRAL ANGLE OF 24 DEG 22 MIN 41 SEC A DIST OF
680.77 FT WHOSE CHORD BEARS S 33 DEG 06 MIN 39 SEC W A
DIST OF 675.64 FT; 13) TH S 20 DEG 55 MIN 19 SEC W A
DIST OF 1950.02 FT TO THE BEG OF A TANGENT CURVE TO THE
RT HAVING A RAD OF 1410.00 FT; 14) TH ALG THE ARC OF A
CURVE TO THE RT, THROUGH A CENTRAL ANGLE OF 44 DEG 05
MIN 47 SEC A DIST OF 1085.17 FT WHOSE CHORD BEARS S 42
DEG 58 MIN 13 SEC W A DIST OF 1058.59 FT; 15) TH S 23
DEG 21 MIN 21 SEC E, A DIST OF 372.03 FT TO THE BEG OF
A TANGENT CURVE TO THE RT HAVING A RAD OF 1040.00 FT;
16) TH ALG THE ARC OF A CURVE TO THE RT, THROUGH A
CENTRAL ANGLE OF 05 DEG 27 MIN 17 SEC A DIST OF 99.01
FT WHOSE CHORD BEARS S 20 DEG 37 MIN 43 SEC E A DIST OF
98.97 FT TO A PT ON THE N LN OF A PROP EXHIBIT PREPARED
BY CARDINAL LAND SURVEYING INC ON SEPTEMBER 3, 2003;
17) TH N 89 DEG 13 MIN 11 SEC W ALG SD N LN A DIST OF
84.86 FT TO THE BEG OF A NON-TANGENT CURVE TO THE LEFT
HAVING A RAD OF 960.00 FT; 18) TH ALG THE ARC OF A
CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 03 DEG 49
MIN 56 SEC A DIST OF 64.21 FT WHOSE CHORD BEARS N 21
DEG 26 MIN 23 SEC W A DIST OF 64.20 FT; 19) TH N 23
DEG 21 MIN 21 SEC W A DIST OF 372.03 FT TO THE BEG OF A
NON-TANGENT CURVE TO THE RT HAVING A RAD OF 1410.00 FT;
20) TH ALG THE ARC OF A CURVE TO THE RT, THROUGH A
CENTRAL ANGLE OF 23 DEG 50 MIN 21 SEC A DIST OF 586.66
FT WHOSE CHORD BEARS S 80 DEG 11 MIN 21 SEC W A DIST OF
582.44 FT; 21) TH N 87 DEG 53 MIN 28 SEC W A DIST OF
857.41 FT TO THE BEG OF A TANGENT CURVE TO THE LEFT
HAVING A RAD OF 200.00 FT; 22) TH ALG THE ARC OF A
CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 97 DEG 26
MIN 18 SEC A DIST OF 340.12 FT WHOSE CHORD BEARS S 43
DEG 23 MIN 23 SEC W A DIST OF 300.59 FT TO THE BEG OF A
TANGENT CURVE TO THE LEFT HAVING A RAD OF 1390.00 FT;
23) TH ALG THE ARC OF A CURVE TO THE LEFT, THROUGH A
CENTRAL ANGLE OF 03 DEG 44 MIN 34 SEC A DIST OF 90.79
FT TO A PT ON THE N LN OF A PROP EXHIBIT PREPARED BY
CARDINAL LAND SURVEYING INC ON SEPTEMBER 3, 2003; 24)
TH N 89 DEG 13 MIN 11 SEC W ALG SD N LN A DIST OF 80.07
FT TO THE BEG OF A NON-TANGENT CURVE TO THE LEFT HAVING
A RAD OF 1310.00 FT; 25) TH ALG THE ARC OF A CURVE TO
THE LEFT, THROUGH A CENTRAL ANGLE OF 28 DEG 29 MIN 08
SEC A DIST OF 651.29 FT WHOSE CHORD BEARS N 15 DEG 58
MIN 27 SEC W A DIST OF 644.60 FT; 26) TH N 30 DEG 13
MIN 01 SEC W A DIST OF 824.16 FT; 27) TH S 24 DEG 28
MIN 35 SEC W A D IST OF 1802.16 FT; 28) TH N 86 DEG 38
MIN 28 SEC W A DIST OF 424.37 FT TO A PT ON THE WLY ROW
LN OF I-25 (FORMERLY US HWY NO 85-87); 29) TH N 03 DEG
22 MIN 25 SEC, ALG SD WLY ROW LN, A DIST OF 997.77 FT
(EXISTING CITY LIMITS LN); 30) TH S 86 DEG 38 MIN 28
SEC W A DIST OF 98.19 FT (EXISTING CITY LIMITS LN);
31) TH S 03 DEG 21 MIN 32 SEC W A DIST OF 670.89 FT
(EXISTING CITY LIMITS LN); 32) TH S 86 DEG 51 MIN 15
SEC E A DIST OF 324.00, TO THE SWLY COR OF SD MINNEQUA
INDUSTRIAL PARK, 2ND FILING (EXISTING CITY LIMITS LN);
33) TH N 24 DEG 28 MIN 35 SEC E, ALG THE SELY LN OF SD
MINNEQUA INDUSTRIAL PARK, 2ND FILING, A DIST OF 1679.82
FT TO THE PT OF BEG (EXISTING CITY LIMITS LN); SD PAR
CONTS 33.94A MORE OR LESS FORMERLY #15-000-00-186 +
15-240-00-006
Current Values
| STANDARD | 2026 |
|---|---|
| Total Building Value | $0 |
| Total Extra Features Value | $0 |
| Total Land Value | $570 |
| Full Market Value | $570 |
| Exempt Value | $0 |
| Taxable Value | $570 |
| Assessed Value | $142 |
| School Assessed Value | $142 |
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 | $570 | $620 | $620 | $610 | $610 | $591 |
| Full Market Value | $570 | $620 | $620 | $610 | $610 | $591 |
| Exempt Value | $0 | $0 | $0 | $0 | $0 | $0 |
| Taxable Value | $570 | $620 | $620 | $610 | $610 | $591 |
| Assessed Value | $150 | $160 | $160 | $160 | $180 | $170 |
| School Assessed Value | $150 |
Document/Transfer/Sales History
| Official Record | Date | Type | V/I | Sale Price | Ownership |
|---|---|---|---|---|---|
| 999971 | 1993-03-03 | SPECIAL WARRANTY DEED | Improved | $0 | Grantor: C F + I STEEL LP Grantee: CF+I STEEL LP |
Buildings
None
Land Lines
Notices of Value
20252023
2021
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 August 15, 2026.