HomeMy WebLinkAboutLegal - Easement - 09/02/2025REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
1
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
DESCRIPTION
A parcel of land being a portion of Lot 1, Lakewood Estates Mobile Home Park, recorded as Book 1638, Page 616 of
the Records of Larimer County and situate within the North Half of Section 2, Township 7 North, Range 69 of the 6th
P.M., City of Fort Collins, County of Larimer, State of Colorado, being more particularly described as follows;
Considering the north line of the Southeast Quarter of the Northwest Quarter of Section 2 as bearing North 89° 19' 45"
West with the Center-East-Northwest 1/64th corner being a 3 ¼” aluminum cap on #6 rebar stamped LS 38106 and
the Center-North 1/16th corner being a 2 ½” aluminum cap on #6 rebar and with all bearings contained herein relative
thereto:
BEGINNING at the Center-North 1/16th corner of Section 2, said point being on the north line of Lot 1, Lakewood
Estates Mobile Home Park, said point being POINT OF BEGINNING 1;
THENCE South 08° 09' 29" East, a distance of 7.89 feet;
THENCE along the arc of a curve to the right, a distance of 69.02 feet, said curve has a radius of 261.42 feet, a delta
of 15° 07' 36" and is subtended by a chord bearing South 87° 39' 55" East, a distance of 68.82 feet;
THENCE along the arc of a curve to the right, a distance of 55.04 feet, said curve has a radius of 60.44 feet, a delta of
52° 10' 09" and is subtended by a chord bearing South 54° 01' 02" East, a distance of 53.15 feet;
THENCE North 33° 29' 42" East, a distance of 11.62 feet;
THENCE South 56° 30' 18" East, a distance of 18.25 feet;
THENCE South 33° 29' 42" West, a distance of 15.98 feet;
THENCE along the arc of a curve to the left, a distance of 48.66 feet, said curve has a radius of 131.84 feet, a delta of
21° 08' 41" and is subtended by a chord bearing South 37° 47' 26" West, a distance of 48.38 feet;
THENCE along the arc of a curve to the left, a distance of 128.40 feet, said curve has a radius of 149.73 feet, a delta
of 49° 07' 50" and is subtended by a chord bearing South 02° 39' 11" West, a distance of 124.50 feet;
THENCE along the arc of a curve to the right, a distance of 134.59 feet, said curve has a radius of 217.00 feet, a delta
of 35° 32' 16" and is subtended by a chord bearing South 04° 08' 36" East, a distance of 132.45 feet;
THENCE South 13° 37' 32" West, a distance of 54.99 feet; THENCE South 02° 01' 55" East, a distance of 41.58 feet;
THENCE North 89° 56' 58" East, a distance of 54.85 feet; THENCE South 00° 03' 02" East, a distance of 827.80 feet;
THENCE North 90° 00' 00" East, a distance of 10.82 feet; THENCE South 01° 01' 23" West, a distance of 16.75 feet;
THENCE North 89° 20' 01" West, a distance of 30.51 feet;
THENCE North 00° 03' 02" West, a distance of 824.17 feet;
THENCE South 89° 56' 58" West, a distance of 45.96 feet;
THENCE along the arc of a curve to the left, a distance of 90.58 feet, said curve has a radius of 439.00 feet, a delta of
11° 49' 20" and is subtended by a chord bearing South 01° 04' 15" East, a distance of 90.42 feet;
THENCE South 81° 53' 29" West, a distance of 20.00 feet;
THENCE along the arc of a curve to the right, a distance of 9.13 feet, said curve has a radius of 459.00 feet, a delta of
01° 08' 23" and is subtended by a chord bearing North 06° 27' 40" West, a distance of 9.13 feet;
THENCE along the arc of a curve to the right, a distance of 49.56 feet, said curve has a radius of 45.00 feet, a delta
of 63° 06' 20" and is subtended by a chord bearing North 02° 57' 02" West, a distance of 47.10 feet;
THENCE along the arc of a curve to the right, a distance of 101.28 feet, said curve has a radius of 459.00 feet, a
delta of 12° 38' 34" and is subtended by a chord bearing North 06° 18' 41" East, a distance of 101.08 feet;
THENCE North 02° 01' 55" West, a distance of 186.65 feet;
THENCE North 21° 09' 10" West, a distance of 10.00 feet;
THENCE along the arc of a curve to the left, a distance of 35.01 feet, said curve has a radius of 60.32 feet, a delta of
33° 15' 11" and is subtended by a chord bearing North 66° 21' 52" West, a distance of 34.52 feet;
THENCE along the arc of a curve to the left, a distance of 25.32 feet, said curve has a radius of 102.46 feet, a delta of
14° 09' 22" and is subtended by a chord bearing South 89° 21' 32" West, a distance of 25.25 feet;
THENCE along the arc of a curve to the left, a distance of 60.89 feet, said curve has a radius of 209.50 feet, a delta of
16° 39' 15" and is subtended by a chord bearing South 67° 52' 55" West, a distance of 60.68 feet;
THENCE South 60° 33' 30" West, a distance of 39.01 feet;
THENCE along the arc of a curve to the right, a distance of 38.73 feet, said curve has a radius of 116.00 feet, a delta
of 19° 07' 41" and is subtended by a chord bearing South 70° 07' 21" West, a distance of 38.55 feet;
THENCE South 79° 41' 11" West, a distance of 74.53 feet;
THENCE along the arc of a curve to the left, a distance of 74.47 feet, said curve has a radius of 219.52 feet, a delta of
19° 26' 14" and is subtended by a chord bearing South 69° 00' 48" West, a distance of 74.12 feet;
THENCE along the arc of a curve to the left, a distance of 28.45 feet, said curve has a radius of 213.14 feet, a delta of
07° 38' 54" and is subtended by a chord bearing South 57° 14' 16" West, a distance of 28.43 feet;
THENCE along the arc of a curve to the left, a distance of 58.84 feet, said curve has a radius of 235.49 feet, a delta of
14° 19' 00" and is subtended by a chord bearing South 46° 15' 20" West, a distance of 58.69 feet;
THENCE along the arc of a curve to the left, a distance of 38.13 feet, said curve has a radius of 287.63 feet, a delta of
07° 35' 46" and is subtended by a chord bearing South 35° 17' 57" West, a distance of 38.10 feet;
THENCE along the arc of a curve to the left, a distance of 49.27 feet, said curve has a radius of 129.56 feet, a delta of
21° 47' 23" and is subtended by a chord bearing South 20° 36' 23" West, a distance of 48.97 feet;
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
2
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
DESCRIPTION
THENCE along the arc of a curve to the left, a distance of 44.65 feet, said curve has a radius of 396.50 feet, a
delta of 06° 27' 05" and is subtended by a chord bearing South 06° 29' 09" West, a distance of 44.62 feet;
THENCE along the arc of a curve to the left, a distance of 51.62 feet, said curve has a radius of 122.99 feet, a
delta of 24° 02' 46" and is subtended by a chord bearing South 08° 45' 47" East, a distance of 51.24 feet;
THENCE along the arc of a curve to the left, a distance of 21.21 feet, said curve has a radius of 203.96 feet, a
delta of 05° 57' 33" and is subtended by a chord bearing South 23° 45' 56" East, a distance of 21.20 feet;
THENCE along the arc of a curve to the left, a distance of 46.01 feet, said curve has a radius of 426.27 feet, a
delta of 06° 11' 04" and is subtended by a chord bearing South 29° 50' 15" East, a distance of 45.99 feet;
THENCE along the arc of a curve to the left, a distance of 42.92 feet, said curve has a radius of 1077.98 feet, a
delta of 02° 16' 52" and is subtended by a chord bearing South 34° 04' 13" East, a distance of 42.92 feet;
THENCE along the arc of a curve to the right, a distance of 64.14 feet, said curve has a radius of 352.57 feet, a
delta of 10° 25' 26" and is subtended by a chord bearing South 29° 59' 56" East, a distance of 64.06 feet;
THENCE along the arc of a curve to the right, a distance of 54.17 feet, said curve has a radius of 193.40 feet, a
delta of 16° 02' 58" and is subtended by a chord bearing South 16° 45' 44" East, a distance of 54.00 feet;
THENCE along the arc of a curve to the right, a distance of 70.90 feet, said curve has a radius of 514.64 feet, a
delta of 07° 53' 35" and is subtended by a chord bearing South 04° 47' 27" East, a distance of 70.84 feet;
THENCE South 00° 50' 40" East, a distance of 55.68 feet;
THENCE South 02° 16' 34" West, a distance of 13.37 feet;
THENCE South 80° 53' 27" West, a distance of 16.10 feet;
THENCE North 13° 14' 26" West, a distance of 15.54 feet;
THENCE North 00° 50' 40" West, a distance of 56.17 feet;
THENCE along the arc of a curve to the left, a distance of 68.14 feet, said curve has a radius of 494.64 feet, a
delta of 07° 53' 35" and is subtended by a chord bearing North 04° 47' 27" West, a distance of 68.09 feet;
THENCE along the arc of a curve to the left, a distance of 48.57 feet, said curve has a radius of 173.40 feet, a
delta of 16° 02' 58" and is subtended by a chord bearing North 16° 45' 44" West, a distance of 48.41 feet;
THENCE along the arc of a curve to the left, a distance of 60.51 feet, said curve has a radius of 332.57 feet, a
delta of 10° 25' 26" and is subtended by a chord bearing North 29° 59' 56" West, a distance of 60.42 feet;
THENCE along the arc of a curve to the right, a distance of 43.72 feet, said curve has a radius of 1097.98 feet, a
delta of 02° 16' 52" and is subtended by a chord bearing North 34° 04' 13" West, a distance of 43.71 feet;
THENCE along the arc of a curve to the right, a distance of 48.17 feet, said curve has a radius of 446.27 feet, a
delta of 06° 11' 04" and is subtended by a chord bearing North 29° 50' 15" West, a distance of 48.15 feet;
THENCE along the arc of a curve to the right, a distance of 23.29 feet, said curve has a radius of 223.96 feet, a
delta of 05° 57' 33" and is subtended by a chord bearing North 23° 45' 56" West, a distance of 23.28 feet;
THENCE along the arc of a curve to the right, a distance of 60.01 feet, said curve has a radius of 142.99 feet, a
delta of 24° 02' 46" and is subtended by a chord bearing North 08° 45' 47" West, a distance of 59.57 feet;
THENCE along the arc of a curve to the right, a distance of 46.90 feet, said curve has a radius of 416.50 feet, a
delta of 06° 27' 05" and is subtended by a chord bearing North 06° 29' 09" East, a distance of 46.87 feet;
THENCE along the arc of a curve to the right, a distance of 56.88 feet, said curve has a radius of 149.56 feet, a
delta of 21° 47' 23" and is subtended by a chord bearing North 20° 36' 23" East, a distance of 56.53 feet;
THENCE along the arc of a curve to the right, a distance of 40.78 feet, said curve has a radius of 307.63 feet, a
delta of 07° 35' 46" and is subtended by a chord bearing North 35° 17' 57" East, a distance of 40.75 feet;
THENCE along the arc of a curve to the right, a distance of 63.84 feet, said curve has a radius of 255.49 feet, a
delta of 14° 19' 00" and is subtended by a chord bearing North 46° 15' 20" East, a distance of 63.67 feet;
THENCE along the arc of a curve to the right, a distance of 30.69 feet, said curve has a radius of 232.34 feet, a
delta of 07° 34' 07" and is subtended by a chord bearing North 57° 11' 29" East, a distance of 30.67 feet;
THENCE along the arc of a curve to the right, a distance of 81.17 feet, said curve has a radius of 239.52 feet, a
delta of 19° 25' 03" and is subtended by a chord bearing North 69° 02' 53" East, a distance of 80.79 feet;
THENCE North 79° 41' 08" East, a distance of 74.76 feet;
THENCE along the arc of a curve to the left, a distance of 32.05 feet, said curve has a radius of 96.00 feet, a
delta of 19° 07' 41" and is subtended by a chord bearing North 70° 07' 21" East, a distance of 31.90 feet;
THENCE North 60° 33' 36" East, a distance of 38.77 feet;
THENCE along the arc of a curve to the right, a distance of 39.11 feet, said curve has a radius of 229.50 feet, a
delta of 09° 45' 48" and is subtended by a chord bearing North 64° 27' 50" East, a distance of 39.06 feet;
THENCE North 71° 30' 54" East, a distance of 44.43 feet;
THENCE along the arc of a curve to the left, a distance of 28.98 feet, said curve has a radius of 95.00 feet, a
delta of 17° 28' 51" and is subtended by a chord bearing North 61° 12' 36" East, a distance of 28.87 feet;
THENCE North 21° 09' 10" West, a distance of 133.48 feet to Point A;
THENCE along the arc of a curve to the right, a distance of 26.43 feet, said curve has a radius of 404.10 feet, a
delta of 03° 44' 52" and is subtended by a chord bearing South 89° 07' 57" West, a distance of 26.43 feet;
THENCE along the arc of a curve to the right, a distance of 62.35 feet, said curve has a radius of 173.45 feet, a
delta of 20° 35' 49" and is subtended by a chord bearing North 78° 41' 42" West, a distance of 62.02 feet;
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
3
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
DESCRIPTION
THENCE along the arc of a curve to the left, a distance of 37.69 feet, said curve has a radius of 307.89 feet, a
delta of 07° 00' 53" and is subtended by a chord bearing North 71° 54' 14" West, a distance of 37.67 feet;
THENCE along the arc of a curve to the right, a distance of 5.58 feet, said curve has a radius of 30.20 feet, a
delta of 10° 35' 41" and is subtended by a chord bearing North 70° 04' 44" West, a distance of 5.58 feet;
THENCE North 89° 19' 45" West, a distance of 477.55 feet;
THENCE South 00° 59' 22" West, a distance of 5.00 feet;
THENCE North 89° 19' 45" West, a distance of 10.00 feet;
THENCE South 00° 59' 22" West, a distance of 15.17 feet;
THENCE North 89° 00' 38" West, a distance of 30.00 feet;
THENCE North 00° 59' 21" East, a distance of 25.00 feet to the Center-East-Northwest 1/64th corner;
THENCE South 89° 19' 45" East, along the north line of said Lot 1, a distance of 567.36 feet;
THENCE along the arc of a curve to the left, a distance of 53.57 feet, said curve has a radius of 153.53 feet, a
delta of 19° 59' 33" and is subtended by a chord bearing South 78° 59' 32" East, a distance of 53.30 feet;
THENCE along the arc of a curve to the left, a distance of 19.16 feet, said curve has a radius of 384.10 feet, a
delta of 02° 51' 31" and is subtended by a chord bearing North 89° 34' 38" East, a distance of 19.16 feet;
THENCE North 08° 09' 29" West, a distance of 9.31 feet to said north line of Lot 1;
THENCE South 89° 19' 45" East, a distance of 20.24 feet, along said North line, to POINT OF BEGINNING 1,
containing 69,429 square feet or 1.60 acres, more or less;
LESS: EXCEPTED AREA
COMMENCING at aforementioned Point A;
THENCE North 86° 00' 02" East, a distance of 20.93 feet to POINT OF BEGINNING 2;
THENCE along the arc of a curve to the right, a distance of 62.42 feet, said curve has a radius of 241.42 feet, a
delta of 14° 48' 46" and is subtended by a chord bearing South 86° 24' 35" East, a distance of 62.24 feet;
THENCE along the arc of a curve to the right, a distance of 48.95 feet, said curve has a radius of 25.00 feet, a
delta of 112° 10' 59" and is subtended by a chord bearing South 22° 54' 42" East, a distance of 41.50 feet;
THENCE along the arc of a curve to the left, a distance of 43.22 feet, said curve has a radius of 169.73 feet, a
delta of 14° 35' 19" and is subtended by a chord bearing South 25° 53' 08" West, a distance of 43.10 feet;
THENCE along the arc of a curve to the right, a distance of 34.41 feet, said curve has a radius of 95.00 feet, a
delta of 20° 45' 05" and is subtended by a chord bearing South 28° 58' 01" West, a distance of 34.22 feet;
THENCE North 21° 09' 10" West, a distance of 118.84 feet to POINT OF BEGINNING 2, containing 5,032 square
feet or 0.12 acres, more or less;
Net Area contains 64,397 square feet or 1.48 acres, more or less;
May be subject to easements, rights-of-way, covenants and restrictions of record.
Exhibit attached hereto and made a part hereof.
SURVEYOR'S CERTIFICATE
I, Robert C. Tessely, a Colorado Professional Land Surveyor, do hereby certify that this property description was
prepared under my personal supervision and checking, that it is true and correct to the best of my knowledge,
information and belief and is in accordance with applicable standards of practice. This is not a guaranty or
warranty, either expressed or implied. {4 CCR 730-1}.
___________________________________________________________________________
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
POINT OF BEGINNING 1
C-N 1/16 CORNER SECTION 2-7-69
FND #6 REBAR WITH
2 1/2" ALUMINUM CAP, ILLEGIBLE
L25
POINT OF
BEGINNING 2
POINT A
L2
2
C43
C44
C45C46
C47
C48
L28
L29
L1
C1
C2 L2
L3
L4
C3
C51
C5
0
C 4 9N2
1
°
0
9
'
1
0
"
W
1
1
8
.
8
4
'
5.0'
C-E-NW 1/64 CORNER
SECTION 2-7-69
FND #6 REBAR WITH
3 1/4" ALUMINUM CAP
STAMPED LS 38106, 2014
N89°19'45"W 477.55'L23
L24
L25
L26
L2
7
S89°19'45"E 567.36'
NORTH LINE OF THE
SE 1
4 OF THE NW 1
4
SECTION 2-7-69
BASIS OF BEARINGS
LOT 1
LAKEWOOD ESTATES
MOBILE HOME PARK
EAST LINE OF THE
SE 1
4 OF THE NW 1
4
SECTION 2-7-69
BEGINNING 2
L11
L12C7
C8
C9
N0
2
°
0
1
'
5
5
"
W
1
8
6
.
6
5
'
L13
C10C11
C12
L14
C13
S79°41'11"W
74.53'
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
N79°41'08"
E
74.76'
C40
L20
C41
L21
C42
L2
2
C
4
C
5
L5
L6
L7
C52
C
N2
1
°
0
9
'
1
0
"
W
1
1
8
.
8
4
'
S0
0
°
0
3
'
0
2
"
E
8
2
7
.
8
0
'
N0
0
°
0
3
'
0
2
"
W
8
2
4
.
1
7
'
20.0'
20.0'
20.0'
20.0'
EXCEPTED AREA
5,032 sq. ft.
0.12 ac.
NET AREA
64,397 sq. ft.
1.48 ac.
TOTAL AREA
69,429 sq. ft.
1.60 ac.
C
6
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
4
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
0'80'
80
LEGEND
PROPERTY LINE
EXHIBIT BOUNDARY LINE
SECTION LINE
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
EXHIBIT
SEE SHEET 5
SOUTH LINE OF THE
NORTH 1
2 SECTION 2-7-69
LOT 1
LAKEWOOD ESTATES
MOBILE HOME PARK
EAST LINE OF THE
SE 1
4 OF THE NW 1
4
SECTION 2-7-69
S0
0
°
0
3
'
0
2
"
E
8
2
7
.
8
0
'
N0
0
°
0
3
'
0
2
"
W
8
2
4
.
1
7
'
L9
L10
L9
C25
C26
L1
5
L1
6
L17
L1
8
L1
9
C27
C28
20.0'
20.0'
L8
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
5
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
0'80'
80
EXHIBIT
LEGEND
PROPERTY LINE
EXHIBIT BOUNDARY LINE
SECTION LINE Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
SEE SHEET 4
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
LENGTH
7.89'
11.62'
18.25'
15.98'
54.99'
41.58'
54.85'
10.82'
824.17'
30.51'
45.96'
20.00'
10.00'
39.01'
55.68'
BEARING
S08° 09' 29"E
N33° 29' 42"E
S56° 30' 18"E
S33° 29' 42"W
S13° 37' 32"W
S02° 01' 55"E
N89° 56' 58"E
N90° 00' 00"W
N00° 03' 02"W
N89° 20' 01"W
S89° 56' 58"W
S81° 53' 29"W
N21° 09' 10"W
S60° 33' 30"W
S00° 50' 40"E
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
LENGTH
69.02'
55.04'
48.66'
128.40'
134.59'
90.58'
9.13'
49.56'
101.28'
35.01'
25.32'
60.89'
38.73'
74.47'
28.45'
58.84'
38.13'
49.27'
44.65'
51.62'
21.21'
46.01'
42.92'
64.14'
54.17'
70.90'
RADIUS
261.42'
60.44'
131.84'
149.73'
217.00'
439.00'
459.00'
45.00'
459.00'
60.32'
102.46'
209.50'
116.00'
219.52'
213.14'
235.49'
287.63'
129.56'
396.50'
122.99'
203.96'
426.27'
1077.98'
352.57'
193.40'
514.64'
DELTA
15°07'36"
52°10'09"
21°08'41"
49°07'50"
35°32'16"
11°49'20"
1°08'23"
63°06'20"
12°38'34"
33°15'11"
14°09'22"
16°39'15"
19°07'41"
19°26'14"
7°38'54"
14°19'00"
7°35'46"
21°47'23"
6°27'05"
24°02'46"
5°57'33"
6°11'04"
2°16'52"
10°25'26"
16°02'58"
7°53'35"
BEARING
S87°39'55"E
S54°01'02"E
S37°47'26"W
S02°39'11"W
S04°08'36"E
N01°04'15"W
N06°27'40"W
N02°57'02"W
N06°18'41"E
N66°21'52"W
S89°21'32"W
S67°52'55"W
S70°07'21"W
S69°00'48"W
S57°14'16"W
S46°15'20"W
S35°17'57"W
S20°36'23"W
S06°29'09"W
S08°45'47"E
S23°45'56"E
S29°50'15"E
S34°04'13"E
S29°59'56"E
S16°45'44"E
S04°47'27"E
CHORD
68.82'
53.15'
48.38'
124.50'
132.45'
90.42'
9.13'
47.10'
101.08'
34.52'
25.25'
60.68'
38.55'
74.12'
28.43'
58.69'
38.10'
48.97'
44.62'
51.24'
21.20'
45.99'
42.92'
64.06'
54.00'
70.84'
CURVE TABLE
CURVE
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
LENGTH
68.14'
48.57'
60.51'
43.72'
48.17'
23.29'
60.01'
46.90'
56.88'
40.78'
63.84'
30.69'
81.17'
32.05'
39.11'
28.98'
26.43'
62.35'
37.69'
5.58'
53.57'
19.16'
62.42'
48.95'
43.22'
34.41'
RADIUS
494.64'
173.40'
332.57'
1097.98'
446.27'
223.96'
142.99'
416.50'
149.56'
307.63'
255.49'
232.34'
239.52'
96.00'
229.50'
95.00'
404.10'
173.45'
307.89'
30.20'
153.53'
384.10'
241.42'
25.00'
169.73'
95.00'
DELTA
7°53'35"
16°02'58"
10°25'26"
2°16'52"
6°11'04"
5°57'33"
24°02'46"
6°27'05"
21°47'23"
7°35'46"
14°19'00"
7°34'07"
19°25'03"
19°07'41"
9°45'48"
17°28'51"
3°44'52"
20°35'49"
7°00'53"
10°35'41"
19°59'33"
2°51'31"
14°48'46"
112°10'59"
14°35'19"
20°45'05"
BEARING
N04°47'27"W
N16°45'44"W
N29°59'56"W
N34°04'13"W
N29°50'15"W
N23°45'56"W
N08°45'47"W
N06°29'09"E
N20°36'23"E
N35°17'57"E
N46°15'20"E
N57°11'29"E
N69°02'53"E
N70°07'21"E
N64°27'50"E
N61°12'36"E
S89°07'57"W
N78°41'42"W
N71°54'14"W
N70°04'44"W
S78°59'32"E
N89°34'38"E
S86°24'35"E
S22°54'42"E
S25°53'08"W
S28°58'01"W
CHORD
68.09'
48.41'
60.42'
43.71'
48.15'
23.28'
59.57'
46.87'
56.53'
40.75'
63.67'
30.67'
80.79'
31.90'
39.06'
28.87'
26.43'
62.02'
37.67'
5.58'
53.30'
19.16'
62.24'
41.50'
43.10'
34.22'
LINE TABLE
LINE
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
LENGTH
13.37'
16.10'
15.54'
56.17'
38.77'
44.43'
133.48'
5.00'
10.00'
15.17'
30.00'
25.00'
9.31'
20.24'
BEARING
S02° 16' 34"W
S80° 53' 27"W
N13° 14' 26"W
N00° 50' 40"W
N60° 33' 36"E
N71° 30' 54"E
N21° 09' 10"W
S00° 59' 22"W
N89° 19' 45"W
S00° 59' 22"W
N89° 00' 38"W
N00° 59' 21"E
N08° 09' 29"W
S89° 19' 45"E
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
6
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.