HomeMy WebLinkAboutLegal - Easement - 08/22/2025REVIEW 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 UE EXHIBIT.dwg
987-012
08/22/25
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:
COMMENCING 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;
THENCE North 89° 19' 45" West, a distance of 7.08 feet to POINT OF BEGINNING 1;
THENCE South 08° 09' 29" East, a distance of 8.81 feet;
THENCE South 21° 09' 10" East, a distance of 4.91 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 6.67 feet, said curve has a radius of 389.10 feet, a
delta of 00° 58' 56" and is subtended by a chord bearing North 85° 29' 23" East, a distance of 6.67 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 66.68 feet, said curve has a radius of 256.42 feet,
a delta of 14° 53' 58" and is subtended by a chord bearing South 87° 33' 06" East, a distance of 66.49 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 67.24 feet, said curve has a radius of 55.44 feet,
a delta of 69° 29' 06" and is subtended by a chord bearing South 45° 21' 34" East, a distance of 63.19 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 38.81 feet, said curve has a radius of 136.84 feet,
a delta of 16° 15' 00" and is subtended by a chord bearing South 35° 20' 36" West, a distance of 38.68 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 132.68 feet, said curve has a radius of 154.73 feet,
a delta of 49° 07' 50" and is subtended by a chord bearing South 02° 39' 11" West, a distance of 128.66 feet;
THENCE along the arc of a curve to the right, a distance of 131.49 feet, said curve has a radius of 212.00 feet, a delta of
35° 32' 16" and is subtended by a chord bearing South 04° 08' 36" East, a distance of 129.40 feet;
THENCE South 13° 37' 32" West, a distance of 50.03 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 13.82 feet, said curve has a radius of 444.00 feet,
a delta of 01° 47' 02" and is subtended by a chord bearing South 12° 44' 01" West, a distance of 13.82 feet;
THENCE South 02° 01' 55" East, a distance of 38.59 feet;
THENCE North 90° 00' 00" East, a distance of 1.07 feet;
THENCE South 00° 00' 00" West, a distance of 2.50 feet;
THENCE North 89° 56' 58" East, a distance of 53.63 feet;
THENCE South 00° 03' 02" East, a distance of 827.79 feet;
THENCE North 90° 00' 00" East, a distance of 11.07 feet;
THENCE South 00° 00' 00" West, a distance of 6.00 feet;
THENCE North 90° 00' 00" West, a distance of 17.06 feet;
THENCE North 00° 03' 02" West, a distance of 827.78 feet;
THENCE South 89° 56' 58" West, a distance of 47.63 feet;
THENCE South 00° 00' 00" West, a distance of 2.50 feet;
THENCE North 90° 00' 00" West, a distance of 9.94 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 4.34 feet, said curve has a radius of 444.00 feet, a
delta of 00° 33' 37" and is subtended by a chord bearing South 05° 05' 20" West, a distance of 4.34 feet;
THENCE South 85° 11' 29" East, a distance of 2.00 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 5.00 feet, said curve has a radius of 442.00 feet, a
delta of 00° 38' 53" and is subtended by a chord bearing South 04° 29' 05" West, a distance of 5.00 feet;
THENCE along the arc of a curve to the left, a distance of 27.48 feet, said curve has a radius of 15.00 feet, a delta of 104°
57' 40" and is subtended by a chord bearing South 48° 19' 12" East, a distance of 23.79 feet;
THENCE North 79° 11' 58" East, a distance of 9.75 feet;
THENCE South 10° 48' 02" East, a distance of 15.00 feet;
THENCE South 79° 11' 58" West, a distance of 21.23 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 21.27 feet, said curve has a radius of 15.00 feet, a
delta of 81° 15' 12" and is subtended by a chord bearing South 38° 34' 22" West, a distance of 19.53 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 28.45 feet, said curve has a radius of 444.00 feet,
a delta of 03° 40' 18" and is subtended by a chord bearing South 03° 53' 24" East, a distance of 28.45 feet;
THENCE South 32° 43' 17" West, a distance of 6.38 feet;
THENCE South 81° 53' 29" West, a distance of 5.81 feet;
THENCE North 08° 11' 51" West, a distance of 5.24 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 46.54 feet, said curve has a radius of 40.00 feet,
a delta of 66° 40' 07" and is subtended by a chord bearing North 02° 57' 02" West, a distance of 43.96 feet;
THENCE along the arc of a curve to the right, a distance of 109.36 feet, said curve has a radius of 454.00 feet, a delta of
13° 48' 04" and is subtended by a chord bearing North 06° 43' 30" East, a distance of 109.09 feet;
THENCE North 13° 37' 32" East, a distance of 0.39 feet;
THENCE North 02° 01' 55" West, a distance of 181.13 feet to Point A;
THENCE North 21° 09' 10" West, a distance of 204.30 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 UE EXHIBIT.dwg
987-012
08/22/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
DESCRIPTION
THENCE along the arc of a non-tangent curve to the right, a distance of 31.80 feet, said curve has a radius of 399.10 feet,
a delta of 04° 33' 58" and is subtended by a chord bearing South 88° 43' 24" West, a distance of 31.80 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 60.55 feet, said curve has a radius of 168.45 feet,
a delta of 20° 35' 49" and is subtended by a chord bearing North 78° 41' 42" West, a distance of 60.23 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 38.31 feet, said curve has a radius of 312.89 feet,
a delta of 07° 00' 53" and is subtended by a chord bearing North 71° 54' 14" West, a distance of 38.28 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 5.66 feet, said curve has a radius of 25.00 feet, a
delta of 12° 58' 37" and is subtended by a chord bearing North 68° 55' 22" West, a distance of 5.65 feet;
THENCE South 89° 20' 08" East, a distance of 34.05 feet;
THENCE South 69° 28' 00" East, a distance of 12.06 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 56.96 feet, said curve has a radius of 158.45 feet,
a delta of 20° 35' 49" and is subtended by a chord bearing South 78° 41' 42" East, a distance of 56.65 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 27.83 feet, said curve has a radius of 389.10 feet,
a delta of 04° 05' 55" and is subtended by a chord bearing North 88° 57' 26" East, a distance of 27.83 feet;
THENCE North 21° 09' 10" West, a distance of 3.69 feet;
THENCE North 08° 09' 29" West, a distance of 10.43 feet;
THENCE South 89° 19' 45" East, a distance of 6.07 feet to POINT OF BEGINNING 1, containing 25,555 square feet or
0.59 acres, more or less;
LESS: EXCEPTED AREA 1
COMMENCING at aforementioned Point A;
THENCE North 17° 25' 36" East, a distance of 9.62 feet to POINT OF BEGINNING 2;
THENCE along the arc of a non-tangent curve to the left, a distance of 3.76 feet, said curve has a radius of 399.10 feet, a
delta of 00° 32' 24" and is subtended by a chord bearing North 85° 16' 08" East, a distance of 3.76 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 68.81 feet, said curve has a radius of 246.42 feet,
a delta of 15° 59' 53" and is subtended by a chord bearing South 87° 00' 08" East, a distance of 68.58 feet;
THENCE along the arc of a curve to the right, a distance of 58.74 feet, said curve has a radius of 30.00 feet, a delta of
112° 10' 59" and is subtended by a chord bearing South 22° 54' 42" East, a distance of 49.80 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 138.38 feet, said curve has a radius of 164.73 feet,
a delta of 48° 07' 43" and is subtended by a chord bearing South 09° 06' 56" West, a distance of 134.35 feet;
THENCE North 21° 09' 10" West, a distance of 194.93 feet to POINT OF BEGINNING 2, containing 7,522 square feet or
0.17 acres, more or less;
LESS: EXCEPTED AREA 2
COMMENCING at aforementioned Point A;
THENCE South 78° 03' 37" East, a distance of 6.18 feet to POINT OF BEGINNING 3;
THENCE along the arc of a non-tangent curve to the left, a distance of 9.09 feet, said curve has a radius of 164.73 feet, a
delta of 03° 09' 40" and is subtended by a chord bearing South 20° 19' 51" East, a distance of 9.09 feet;
THENCE along the arc of a curve to the right, a distance of 125.29 feet, said curve has a radius of 202.00 feet, a delta of
35° 32' 19" and is subtended by a chord bearing South 04° 08' 38" East, a distance of 123.29 feet;
THENCE South 13° 37' 32" West, a distance of 27.41 feet;
THENCE North 02° 01' 55" West, a distance of 158.23 feet to POINT OF BEGINNING 3, containing 1,537 square feet or
0.04 acres, more or less;
Net Area contains 16,496 square feet or 0.38 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.
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 UE EXHIBIT.dwg
987-012
08/22/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
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 COMMENCEMENT
C-N 1/16 CORNER SECTION 2-7-69
FND #6 REBAR WITH
2 1/2" ALUMINUM CAP, ILLEGIBLE
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
N89°19'45"W
N89°19'45"W
7.08'
6.0'
L1
L2
C1 C 2
C3
C4
C
5
C
6
L3
C7
L4 L5
L6
L7
L11
L12
L13
C8
L14
C9 C10
L15
L1
6
L17
C11
C12
L18
L19
L20
C13
C14
L21
L2
2
L2
3
C15C16
C17C18
L24 L25
C19 C 2 0
L26
L27
L28
C24
C23
C 2 2
C21
L2
9
L30
C
2
6
C25
L31
POINT OF
BEGINNING 2
POINT A
POINT OF
BEGINNING 3N17°25'36"E
9.62'
S78°03'37"E
6.18'
POINT OF
BEGINNING 1
EXCEPTED
AREA 2
1,537 sq. ft.
0.035 ac.
EXCEPTED
AREA 1
7,522 sq. ft.
0.173 ac.
NET AREA
16,496 sq. ft.
0.379 ac.
TOTAL AREA
25,555 sq. ft.
0.59 ac.
S0
0
°
0
3
'
0
2
"
E
8
2
7
.
7
9
'
N0
0
°
0
3
'
0
2
"
W
8
2
7
.
7
8
'
C-E-NW 1/64 CORNER
SECTION 2-7-69
FND #6 REBAR WITH
3 1/4" ALUMINUM CAP
STAMPED LS 38106, 2014
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 UE EXHIBIT.dwg
987-012
08/22/25
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
LOT 1
LAKEWOOD ESTATES
MOBILE HOME PARK
6.0'
S0
0
°
0
3
'
0
2
"
E
8
2
7
.
7
9
'
L8
L9
L10
N0
0
°
0
3
'
0
2
"
W
8
2
7
.
7
8
'
EAST LINE OF THE
SE 1
4 OF THE NW 1
4
SECTION 2-7-69
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 UE EXHIBIT.dwg
987-012
08/22/25
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
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
LENGTH
8.81'
4.91'
50.03'
38.59'
1.07'
2.50'
53.63'
11.07'
6.00'
17.06'
47.63'
2.50'
9.94'
2.00'
9.75'
15.00'
21.23'
6.38'
5.81'
5.24'
0.39'
181.13'
204.30'
34.05'
12.06'
3.69'
10.43'
6.07'
194.93'
27.41'
158.23'
BEARING
S08° 09' 29"E
S21° 09' 10"E
S13° 37' 32"W
S02° 01' 55"E
N90° 00' 00"E
S00° 00' 00"E
N89° 56' 58"E
N90° 00' 00"E
S00° 00' 00"E
N90° 00' 00"W
S89° 56' 58"W
S00° 00' 00"E
N90° 00' 00"W
S85° 11' 29"E
N79° 11' 58"E
S10° 48' 02"E
S79° 11' 58"W
S32° 43' 17"W
S81° 53' 29"W
N08° 11' 51"W
N13° 37' 32"E
N02° 01' 55"W
N21° 09' 10"W
S89° 20' 08"E
S69° 28' 00"E
N21° 09' 10"W
N08° 09' 29"W
S89° 19' 45"E
N21° 09' 10"W
S13° 37' 32"W
N02° 01' 55"W
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
6.67'
66.68'
67.24'
38.81'
132.68'
131.49'
13.82'
4.34'
5.00'
27.48'
21.27'
28.45'
46.54'
109.36'
31.80'
60.55'
38.31'
5.66'
56.96'
27.83'
3.76'
68.81'
58.74'
138.38'
9.09'
125.29'
RADIUS
389.10'
256.42'
55.44'
136.84'
154.73'
212.00'
444.00'
444.00'
442.00'
15.00'
15.00'
444.00'
40.00'
454.00'
399.10'
168.45'
312.89'
25.00'
158.45'
389.10'
399.10'
246.42'
30.00'
164.73'
164.73'
202.00'
DELTA
0°58'56"
14°53'58"
69°29'06"
16°15'00"
49°07'50"
35°32'16"
1°47'02"
0°33'37"
0°38'53"
104°57'40"
81°15'12"
3°40'18"
66°40'07"
13°48'04"
4°33'58"
20°35'49"
7°00'53"
12°58'37"
20°35'49"
4°05'55"
0°32'24"
15°59'53"
112°10'59"
48°07'43"
3°09'40"
35°32'19"
BEARING
N85°29'23"E
S87°33'06"E
S45°21'34"E
S35°20'36"W
S02°39'11"W
S04°08'36"E
S12°44'01"W
S05°05'20"W
S04°29'05"W
S48°19'12"E
S38°34'22"W
S03°53'24"E
N02°57'02"W
N06°43'30"E
S88°43'24"W
N78°41'42"W
N71°54'14"W
N68°55'22"W
S78°41'42"E
N88°57'26"E
N85°16'08"E
S87°00'08"E
S22°54'42"E
S09°06'56"W
S20°19'51"E
S04°08'38"E
CHORD
6.67'
66.49'
63.19'
38.68'
128.66'
129.40'
13.82'
4.34'
5.00'
23.79'
19.53'
28.45'
43.96'
109.09'
31.80'
60.23'
38.28'
5.65'
56.65'
27.83'
3.76'
68.58'
49.80'
134.35'
9.09'
123.29'
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 UE EXHIBIT.dwg
987-012
08/22/25
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.