Parcel 46-192-00-014
Owners
JORDAN DEANNA
2131 STATE HWY 181
RYE, CO 81069-8908
Parcel Summary
| Location | 6888 STATE HWY 165 COLORADO CITY, CO 81019 |
|---|---|
| Use Code | RE-COMM: Real Estate-Commercial |
| Tax District | 70MB: 70MB |
| Mill Levy | 94.079200 |
| Acreage | 166.7000 |
| Section | 19 |
| Township | 24 |
| Range | 66 |
| Neighborhood | 7022 - COM-Colorado City |
Legal Description
A PARCEL OF LAND LOCATED IN THE W2 19-24-66 + E224-24-67 BEING MORE DESCRIBED AS FOLLOWS: BEGINNING AT
A POINT FROM WHICH THE NW CORNER OF SAID SEC 19 BEARS N
03-45-29 W A DISTANCE OF 2133.09 FT; THENCE N 41 DEG 56
MIN 30 SEC E, A DISTANCE OF 187.57 FT; THENCE N 54 DEG
22 MIN 46 SEC E, A DISTANCE OF 147.82 FT; THENCE N 28
DEG 17 MIN 06 SEC E, A DISTANCE OF 23.38 FT; THENCE ON
THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
260.97 FT, THRU A CENTRAL ANGLE OF 18 DEG 32 MIN 16
SEC, AN ARC LENGTH OF 84.44 FT; THENCE S 80 DEG 15 MIN
10 SEC E, A DISTANCE OF 217.62 FT; THENCE ON THE ARC OF
A CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FT,
THRU A CENTRAL ANGLE OF 66 DEG 48 MIN 36 SEC, AN ARC
LENGTH OF 116.61 FT; THENCE S 13 DEG 26 MIN 34 SEC E, A
DISTANCE OF 125.29 FT; THENCE ON THE ARC OF A CURVE TO
THE LEFT, HAVING A RADIUS OF 75.00 FT, THRU A CENTRAL
ANGLE OF 90 DEG, AN ARC LENGTH OF 117.81 FT; THENCE N
76 DEG 33 MIN 26 SEC E, A DISTANCE OF 50.00 FT; THENCE
S 87 DEG 59 MIN 14 SEC E, A DISTANCE OF 94.61 FT;
THENCE S 72 DEG 43 MIN 35 SEC E, A DISTANCE OF 625.59
FT, TO THE C/L OF GREENHORN CREEK; (THE C/L OF SAID
GREENHORN CREEK BEING THE TRUE BOUNDARY OF THIS
DESCRIPTION) THENCE CONTINUING ALONG SAID C/L OF
GREENHORN CREEK, THE FOLLOWING FOURTEEN COURSES (14):
1) S 11 DEG 13 MIN 40 SEC W, A DISTANCE OF 160.99 FT;
2) S 04 DEG 06 MIN 58 SEC W, A DISTANCE OF 248.50 FT;
3) S 43 DEG 21 MIN 02 SEC E, A DISTANCE OF 163.77 FT;
4) S 53 DEG 34 MIN 18 SEC W, A DISTANCE OF 140.13 FT;
5) N 76 DEG 11 MIN 05 SEC W, A DISTANCE OF 201.39 FT;
6) S 49 DEG 03 MIN 07 SEC W, A DISTANCE OF 164.05 FT;
7) N 67 DEG 06 MIN 39 SEC W, A DISTANCE OF 90.52 FT;
8) S 51 DEG 09 MIN 28 SEC W, A DISTANCE OF 160.13 FT;
9) S 06 DEG 40 MIN 14 SEC W, A DISTANCE OF 148.73 FT;
10) S 88 DEG 21 MIN 51 SEC W, A DISTANCE OF 231.58 FT;
11) S 54 DEG 03 MIN 11 SEC W, A DISTANCE OF 131.38 FT;
12) S 02 DEG 21 MIN 04 SEC W, A DISTANCE OF 147.82 FT;
13) S 56 DEG 41 MIN 44 SEC W, A DISTANCE OF 162.69 FT;
14) N 77 DEG 50 MIN 26 SEC W, A DIST OF 37.07 FT;
THENCE DEPARTING THE C/L OF SAID GREENHORN CREEK, N 05
DEG 29 MIN 43 SEC W, A DISTANCE OF 173.61 FT; THENCE S
84 DEG 30 MIN 17 SEC W, A DISTANCE OF 400.00 FT;
THENCE N 05 DEG 29 MIN 43 SEC W, A DISTANCE OF 200.00
FT; THENCE N 84 DEG 30 MIN 17 SEC E, A DISTANCE OF
12.00 FT; THENCE N 08 DEG 18 MIN 35 SEC W, A DISTANCE
OF 199.64 FT; THENCE ALONG AN ARC OF A CURVE TO THE
LEFT HAVING A RADIUS OF 186.18 FT; THRU A CENTRAL ANGLE
OF 19 DEG 34 MIN 20 SEC AN ARC LENGTH OF 63.60 FT;
THENCE N 27 DEG 52 MIN 55 SEC W, A DISTANCE OF 160.83
FT; THENCE ON THE ARC OF A CURVE TO THE RIGHT HAVING A
RADIUS OF 237.17 FT + A CENTRAL ANGLE OF 14 DEG 25 MIN
05 SEC, AN ARC LENGTH OF 59.68 FT; THENCE N 13 DEG 27
MIN 50 SEC W, A DISTANCE OF 19.74 FT; THENCE ON THE ARC
OF A CURVE TO THE LEFT HAVING A RADIUS OF 107.98 FT,
THRU A CENTRAL ANGLE OF 40 DEG 39 MIN 15 SEC, AN ARC
LENGTH OF 76.62 FT; THENCE N 54 DEG 07 MIN 05 SEC W, A
DIST OF 33.15 FT; THENCE ON THE ARC OF A CURVE TO THE
RIGHT, HAVING A RADIUS OF 88.00 FT THRU A CENTRAL ANGLE
OF 77 DEG 00 MIN 05 SEC, AN ARC LENGTH OF 118.27 FT;
THENCE N 22 DEG 53 MIN 00 SEC E, A DISTANCE OF 129.12
FT; THENCE ON THE ARC OF A CURVE TO THE LEFT HAVING A
RADIUS OF 89.38 FT; THRU A CENTRAL ANGLE OF 45 DEG 04
MIN 51 SEC, AN ARC LENGTH OF 70.33 FT; THENCE N 67 DEG
48 MIN 09 SEC E, A DISTANCE OF 82.13 FT; THENCE N 35
DEG 38 MIN 46 SEC E, A DISTANCE OF 278.41 FT, THE THE
TRUE PT OF BEGINNING (CONTG 41.70A)
BEGINNING P/IN LINE SEC WITH SLY LINE HWY 165, SAID
POINT BEGINNING 390.00 FT E OF N4 CORNER SEC THENCE N
89 DEG 14 MIN E ALONG N LINE SEC 416.00 FT THENCE S 23
DEG 49 MIN E 854.00 FT THENCE S 34 DEG 56 MIN E 692.00
FT THENCE S 26 DEG 48 MIN W 1482.08 FT THENCE S 22 DEG
19 MIN W 1026.00 FT TH N 37 DEG 41 MIN W 2225.00 FT
THENCE N 33 DEG 41 MIN W 629.00 FT THENCE N 19 DEG 58
MIN W 595.70 FT M/L TO POINT ON SAID SLY R/W LINE HWY
THENCE NELY ALONG SAID SLY R/W 115.50 FT THENCE ALONG
SAID SLY R/W N 66 DEG 52 MIN E 1853.05 FT M/L TO
BEGINNING EXCEPT: BEGINNING POINT 100.00 FT N OF
GREENHORN CREEK FROM WHICH NE CORNER BEARS N 63 DEG 54
MIN E 3201.10 FT THENCE S 13 DEG 52 MIN E 215.50 FT TO
POINT THENCE S 76 DEG 07 MIN W 302.70 FT TO BEGINNING.
LESS HWY #268220 (1.556A) LESS 1.96A TO HOLLYDOT
#422044 (131.44A) ALSO: TR IN SE4 NW4 BEGINNING POINT
100.00 FT N OF GREENHORN CREEK FROM WHICH NE CORNER SEC
BEARS N 63 DEG 54 MIN E 3201.00 FT THENCE S 13 DEG 52
MIN E CROSSING GREENHORN CREEK 215.50 FT TO POINT S 76
DEG 08 MIN W 302.70 FT THENCE N 13 DEG 52 MIN W
CROSSING GREENHORN CREEK 215.50 FT THENCE N 75 DEG 08
MIN E 302.70 FT TO BEGINNING (1.49A) 19-24-66 ALSO NW4
19-24-66 NE4 24-24-67 DESCRIBED AS: BEGINNING AT POINT
ON ELY R/W LINE COLO STATE HWY #165 PRESENTLY LOCATED
FROM WHICH THE N4 CORNER SAID SEC 19 BEARS N 60 DEG 56
MIN 20 SEC E, 1527.30 FT TH S 14 DEG 22 MIN 31 SEC E
600.78 FT THENCE S 33 DEG 57 MIN 36 SEC E 580.60 FT
THENCE S 36 DEG 13 MIN 01 SEC E 281.09 FT TH N 80 DEG
28 MIN 08 SEC W 164.20 FT TH N 65 DEG 07 MIN 23 SEC W
130.07 FT THENCE S 38 DEG 23 MIN 41 SEC W 227.34 FT
THENCE S 05 DEG 49 MIN 49 SEC W 274.98 FT THENCE N 72
DEG 43 MIN 35 SEC W 517.37 FT THENCE S 73 DEG 56 MIN 34
SEC W 60.20 FT THENCE N 61 DEG 26 MIN 24 SEC W 41.78 FT
THENCE N 13 DEG 26 MIN 36 SEC W, 261.29 FT THENCE ON
ARC OF CURVE TO LEFT RADIUS IS 25.50 FT DISTANCE 40.04
FT THENCE S 76 DEG 33 MIN 26 SEC W, 107.99 FT THENCE ON
ARC OF CURVE TO RIGHTT RADIUS IS 192.45 FT DISTANCE
77.89 FT THENCE N 80 DEG 15 MIN 10 SEC W, 191.89 FT
THENCE ON ARC OF CURVE TO RIGHT RADIUS IS 260.97 FT A
DISTANCE OF 187.25 FT THENCE N 39 DEG 08 MIN 30 SEC W
457.98 FT TO A POINT ON SLY R/W LINE COLO STATE HWY 165
THENCE CONTINUING ALONG SAID R/W LINE FOLLOWING THREE
COURSES (3): ON ARC OF CURVE TO RIGHT RADIUS IS
2835.00 FT DISTANCE 147.67 FT THENCE N 58 DEG 31 MIN 13
SEC E 1007.10 FT THENCE ON ARC OF CURVE TO RIGHT RADIUS
IS 2835.00 FT DISTANCE 386.16 FT TO POINT OF BEGINNING
(CONTG 35.73A) ALSO: A PARCEL OF LAND IN N2 19-24-66
DESCRIBED AS: BEGINNING AT MOST ELY CORNER OF LOT 87
IN HOLLYDOT TURF CLUB RECORDED IN BK 1794 PG 384-386
THENCE ALONG BOUNDARY OF PARCEL E SAID HOLLYDOT TURF
CLUB FOLLOWING TWO COURSES (2): N 38 DEG 23 MIN 41 SEC
E 227.34 FT THENCE S 65 DEG 07 MIN 23 SEC E, 130.07 FT
THENCE S 64 DEG 20 MIN 58 SEC W 286.65 FT TO POINT OF
BEGINNING (CONTG 0.33A) A PARCEL OF LAND LOCATED IN W2
19-24-66 + E2 24-24-67 + BEING PART OF VACATED HOLLYDOT
TURF CLUB TO WIT: BEGINNING AT POINT FROM WHICH NW
CORNER OF SEC 19-24-66 BEARS N 03 DEG 45 MIN 29 SEC W,
2133.09 FT THENCE N 41 DEG 56 MIN 30 SEC E A DISTANCE
187.57 FT THENCE N 54 DEG 22 MIN 46 SEC E, 147.82 FT
THENCE N 28 DEG 17 MIN 06 SEC E 23.38 FT THENCE ON ARC
OF CURVE TO LEFT THRU C/A OF 18 DEG 32 MIN 10 SEC
RADIUS IS 260.97 FT DISTANCE 84.43 FT TH S 80 DEG 15
MIN 10 SEC E, 191.89 FT THENCE ON ARC OF CURVE TO LEFT
THRU C/A OF 23 DEG 11 MIN 24 SEC RADIUS IS 192.45 FT
DISTANCE 77.89 FT TH N 76 DEG 33 MIN 26 SEC E, 107.99
FT TH ON ARC OF CURVE TO RIGHT THRU C/A 90 DEG 00 MIN
00 SEC RADIUS IS 25.50 FT DISTANCE 40.05 FT THENCE S 13
DEG 26 MIN 36 SEC E 261.29 FT TH S 61 DEG 26 MIN 24 SEC
E 41.78 FT TH N 73 DEG 56 MIN 34 SEC E 60.20 FT THENCE
S 72 DEG 43 MIN 35 SEC E 517.37 FT TO A POINT ON S
BOUNDARY LINE SAID VACATED HOLLYDOT TURF CLUB THENCE S
05 DEG 49 MIN 49 SEC W 23.51 FT TH S 18 DEG 25 MIN 10
SEC E 206.85 FT TH S 20 DEG 01 MIN 19 SEC W 253.54 FT
THENCE N 88 DEG 26 MIN 47 SEC W 208.39 FT THENCE S 65
DEG 25 MIN 04 SEC W 357.10 FT TH S 15 DEG 20 MIN 15 SEC
W 160.27 FT THENCE S 65 DEG 04 MIN 03 SEC W 355.08 FT
THENCE S 02 DEG 55 MIN 26 SEC E 137.34 FT THENCE S 84
DEG 30 MIN 17 SEC W 110.00 FT THENCE N 05 DEG 20 MIN 15
SEC W, 200.00 FT TH S 84 DEG 30 MIN 17 SEC W 388.00 FT
TO A POINT ON C/L OF A 24.00 FT EASEMENT TH ALONG C/L
OF SAID 24.00 FT EASEMENT FOLLOWING TEN (10) COURSES:
1) N 08 DEG 26 MIN 40 SEC W 184.44 FT; 2) ON ARC OF
CURVE TO LEFT THRU C/A OF 24 DEG 00 MIN 00 SEC RADIUS
188.19 FT DISTANCE 78.83 FT; 3) N 27 DEG 52 MIN 55 SEC
W 160.83 FT; 4) ON ARC OF CURVE TO RIGHT THRU C/A OF
14 DEG 25 MIN 05 SEC RADIUS 237.17 FT DISTANCE 59.68
FT; 5) N 13 DEG 27 MIN 50 SEC W 19.74 FT; 6) ON ARC
OF CURVE TO LEFT THRU C/A OF 40 DEG 39 MIN 15 SEC RAD
107.98 FT DISTANCE 76.62 FT; 7) N 54 DEG 07 MIN 05 SEC
W 33.15 FT; 8) ON ARC OF CURVE TO RIGHT THRU C/A OF 77
DEG 00 MIN 05 SEC RADIUS 88.00 FT DISTANCE 118.27 FT;
9) N 22 DEG 52 MIN 00 SEC E 129.19 FT; 10) ON ARC OF
CURVE TO LEFT THRU C/A OF 45 DEG 04 MIN 31 SEC RADIUS
89.38 FT DIST 70.32 FT THENCE N 67 DEG 48 MIN 09 SEC E,
82.13 FT THENCE N 35 DEG 38 MIN 46 SEC E 278.41 FT TO
POINT BEGINNING (CONTG 35.28A M/L) LESS PORTION BY
CORD#1803629
A
PARCEL OF LAND IN THE NW4 SW4, NE4 SW4 + SE4 NW4
19-24-66 BEING A PORTION OF A TR OF LAND AS DESCRIBED
IN BK 1943 AT PGS 323-333 A (EXHIBIT ""A"" PARCEL II)
OF THE PUEBLO COUNTY RECORDS + BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS: BEGINNING AT THE EASTERNMOST
CORNER OF VACATED HOLLYDOT TURF CLUB, AS RECORDED IN BK
2108 PG 429 OF THE PUEBLO COUNTY RECORDS; THENCE SWLY
ALONG THE BOUNDARY LINE OF SAID VACATED HOLLYDOT TURF
CLUB, THE FOLLOWING TWELVE (12) COURSES: 1) N 80 DEG
28 MIN 08 SEC W, A DISTANCE OF 164.20 FT; 2) N 65 DEG
07 MIN 23 SEC W, A DISTANCE OF 130.07 FT; 3) S 38 DEG
23 MIN 41 SEC W, A DISTANCE OF 227.34 FT; 4) S 05 DEG
49 MIN 49 SEC W, A DISTANCE OF 298.49 FT; 5) S 18 DEG
25 MIN 10 SEC E, A DISTANCE OF 206.85 FT; 6) S 20 DEG
01 MIN 19 SEC W, A DIST OF 253.54 FT; 7) N 88 DEG 26
MIN 47 SEC W. A DISTANCE OF 208.39 FT; 8) S 65 DEG 25
MIN 04 SEC W, A DISTANCE OF 357.10 FT; 9) S 15 DEG 20
MIN 15 SEC W, A DISTANCE OF 160.27 FT; 10) S 65 DEG 04
MIN 03 SEC W, A DISTANCE OF 355.08 FT; 11) S 02 DEG 55
MIN 26 SEC E, A DISTANCE OF 137.34 FT; 12) S 84 DEG 30
MIN 17 SEC W, A DISTANCE OF 110.00 FT TO THE E LINE OF
THE WATER PLANT SITE: TH S 05 DEG 29 MIN 43 SEC E,
ALONG SAID E LINE EXTENDED TO THE C/L OF GREENHORN
CREEK; TH ELY ALONG SAID C/L TO THE E LINE OF HOLLYDOT
PARK RE-SUB, ACCORDING TO THE RECORDED PLAT THEREOF,
FILED FOR RECORD NOV 23, 1983 EXTENDED; TH N 34 DEG 34
MIN 15 SEC W, ALONG SAID E LINE EXTENDED, TO THE POINT
OF BEGINNING LESS PORTION BY CORD#1803629 LESS PORTION
BY QCD#1889641 TO NGI, LLP FORMERLY #46-192-00-013
Certified Values
| STANDARD | 2025 |
|---|---|
| Total Building Value | $334,026 |
| Total Extra Features Value | $20,000 |
| Total Land Value | $29,256 |
| Full Market Value | $383,282 |
| Exempt Value | $0 |
| Taxable Value | $383,282 |
| Total Assessed Value | $25,880 |
Value History
| 2024 | 2023 | 2022 | 2021 | 2020 | 2019 | |
|---|---|---|---|---|---|---|
| Total Building Value | $374,129 | $374,129 | $212,660 | $212,660 | $305,922 | $305,922 |
| Total Extra Features Value | $0 | $0 | $0 | $0 | $0 | $0 |
| Total Land Value | $29,387 | $29,387 | $223,593 | $223,593 | $106,650 | $106,650 |
| Full Market Value | $403,516 | $403,516 | $436,253 | $436,253 | $412,572 | $412,572 |
| Exempt Value | $55,000 | $55,000 | $0 | $0 | $0 | $0 |
| Taxable Value | $348,516 | $348,516 | $436,253 | $436,253 | $412,572 | $412,572 |
| Total Assessed Value | $29,030 | $29,040 | $39,100 | $39,910 | $41,110 | $41,110 |
Document/Transfer/Sales History
| Official Record | Date | Type | V/I | Sale Price | Ownership |
|---|---|---|---|---|---|
| 2113738 | 2018-08-03 | SPECIAL WARRANTY DEED | Vacant | $515,000 | Grantor: N G I LLC Grantee: JORDAN DEANNA |
| 2098520 | 2018-02-06 | QUIT CLAIM DEED | Improved | $0 | Grantor: N G I LLC Grantee: N G I LLC |
| 1803629 | 2009-04-24 | CORRECTION DEED | Improved | $0 | Grantor: NT Grantee: N G I LLC |
| 1708891 | 2007-01-03 | QUIT CLAIM DEED | Improved | $0 | Grantor: N G I LLC Grantee: NT |
| 1686055 | 2006-07-21 | QUIT CLAIM DEED | Improved | $0 | Grantor: N G I LLC Grantee: N G I LLC |
Buildings
Building # 1, Section # 1, Main Home, Single-Family Residence, Ranch
Building # 2, Section # 1, Main Home, Single-Family Residence, Ranch
Components
Main Home
Building # 3, Section # 1, Main Home, Single-Family Residence, 2 Story
Extra Features
| Code | Description | Length | Width | Units | AYB | % Good Condition |
|---|---|---|---|---|---|---|
| MISC | MISCELLANEOUS | 3470.00 | 1968 | 100% |
Land Lines
Notice 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 June 09, 2025.