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'RING CREEK FARMS NORTH
EMERGENCY ACCESS EASEMENTS EXHIBIT A SE74 SEC. 19, T.7N., R.68W.
(4 of 4)
LINE TABLE
LINE
BEARING
LENGTH
L7
N89'58'11"E
38.49'
L2
N89'58'11 "E
30.00,
L3
SOO'01'49"E
17.95'
L4
N00'00'13"W
79.86'
L5
N89'58'11"E
30.00'
L6
SOO'00'13"E
84.09'
L7
N00'01'49"W
19.40'
L8
N89'58'11"E
182.57'
L9
N89'59'47"E
96.86'
L10
N73'45'52"E
46.54'
L11
N89'59'47"E
24.38'
L12
N89'59'47"E
111.84'
L13
S00'00'13"E
221.44'
L14
S89'58'11"W
30.00'
L15
N00'00'13"W
216.46'
L16
S89'59'47"W
101.84'
L17
S89'59'47"W
28.67'
L18
S73'45'52"W
46.54'
L19
S89'59'47"W
97.56'
L20
N00'01'49"W
30.00'
L21
N89'58'11"E
124.16'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C1
14.11'
25.00'
32'20'29"
13.93'
S16'12'03"E
C2
38.00'
271.70'
08'00'47"
37.97'
S28'21'54"E
C3
41.52'
50.00'
47'35'00"
40.34'
S48'09'01 "E
C4
168.92'
353.67'
27'21'56"
167.32'
S85'37'29"E
C5
35.21'
25.00'
80'41'47"
32.37'
N40'20'40"E
C6
69.78'
50.00'
79'57'58"
64.26'
S39'58'46"W
C7
188.14'
383.67'
28*05'44"
186.26'
N85'59'23"W
C8
66.44'
80.00'
47'35'00"
64.55'
N48'09'01 "W
C9
35.00'
241.70'
08'17'48"
34.97'
N28'30'25"W
C10
28.47'
50.00'
32'37'30"
28.09'
N16'20'34"W
C11
23.56'
15.00'
90'00'00"
21.21'
S4458'11 "W
C12
7.08'
25.00'
16*13'55"
7.06'
N81'52'49"E
C13
14.16'
50.00'
16*13'55"
14.12'
N81'52'49"E
C14
38.24'
25.00'
87'38'38"
34.62'
N46'10'28"E
C15
76.48'
50.00'
87'38'38"
69.24'
N46'10'28"E
C16
78.54'
50.00'
90'00'00"
70.71'
S45'00'13"E
C17
39.27'
25.00'
90'00'00"
35.36'
N45'00'13"W
C18
38.24'
25.00'
87'38'38"
1 34.62'
S46'10'28"W
C19
76.48'
50.00'
87'38'38"
69.24'
S46'10'28"W
C20
7.08'
25.00'
16'13'55"
7.06'
1 S81'52'49"W
C21
14.16'
1 50.00'
16'13'55"
14.12'
1 S81'52'49"W
Steven A. Lund - on behalf of King Surveyors, Inc.
Colorado Registered Professional
Land Surveyor #34995
IrING .SURVEYORS, INC. PROJECT NO:2005289
9299 EASTMAN PARK DRIVE, WINDSOR, CO 80550 DATE:INTER 2005
EST
PHONE: (970) 686-5011 FAX: (970) 686-5821 DWG::CLIENT:528 -EA
DWG: 2005289-EA-ESMT
WWW.KINGSURVEYORS.COM DRAWN: MCD CHECKED: SAL
(2 of 4)
South EmerEencv Access Easement
COMMENCING at the West end of the North line of said Lot 1 and assuming said North line as bearing North
89'58' 11" East a distance of 520.82 feet, as platted, with all other bearings contained herein relative thereto:
Thence along the North and West lines of said Lot 1 the following Two (2) courses and distances:
THENCE along the arc of a curve which is concave to the Southeast a distance of 23.56 feet, said curve having a radius
of 15.00 feet, a central angle of 90°00'00" and a long chord bearing South 44'58' 11" West a distance of 21.21 feet to a
PT, said point also being the North end of said West line;
THENCE South 00'01'49" East a distance of 391.21 feet to the POINT OF BEGINNING;
THENCE North 89°59'47" East a distance of 96.86 feet to a PC;
THENCE along the arc of a curve which is concave to the North a distance of 7.08 feet, said curve having a radius of
25.00 feet, a central angle of 16°13'55" and a long chord bearing North 81°52'49" East a distance of 7.06 feet to a PT;
THENCE North 73°45'52" East a distance of 46.54 feet to a PC;
THENCE along the arc of a curve which is concave to the South a distance of 14.16 feet, said curve having a radius of
50.00 feet, a central angle of 16°13'55" and a long chord bearing North 81°52'49" East a distance of 14.12 feet to a
PT;
THENCE North 89°59'47" East a distance of 24.38 feet to a PC;
THENCE along the arc of a curve which is concave to the Northwest a distance of 38.24 feet, said curve having a
radius of 25.00 feet, a central angle of 87°38'38" and a long chord bearing North 46°10'28" East a distance of 34.62
feet to a PRC;
THENCE along the arc of a curve which is concave to the Southeast a distance of 76.48 feet, said curve having a radius
of 50.00 feet, a central angle of 87°38'38" and a long chord bearing North 46°10'28" East a distance of 69.24 feet to a
PT;
THENCE North 89°59'47" East a distance of 111.84 feet to a PC;
THENCE along the arc of a curve which is concave to the Southwest a distance of 78.54 feet, said curve having a
radius of 50.00 feet, a central angle of 90°00'00" and a long chord bearing South 45100' 13" East a distance of 70.71
feet to a PT;
THENCE South 00'00' 13" East a distance of 221.44 feet to the South line of said Lot 1, said point bearing South
89'58' 11" West a distance of 124.16 feet from the East end of said South line;
THENCE South 89'58' 11" West along said South line a distance of 30.00 feet;
THENCE North 00'00' 13" West 216.46 feet to a PC;
THENCE along the arc of a curve which is concave to the Southwest a distance of 39.27 feet, said curve having a
radius of 25.00 feet, a central angle of 90°00'00" and a long chord bearing North 45100' 13" West a distance of 35.36
feet to a PT;
THENCE South 89°59'47" West a distance of 101.84 feet to a PC;
THENCE along the arc of a curve which is concave to the Southeast a distance of 38.24 feet, said curve having a radius
of 25.00 feet, a central angle of 87°38'38" and a long chord bearing South 46°10'28" West a distance of 34.62 feet to a
PRC;
THENCE along the arc of a curve which is concave to the Northwest a distance of 76.48 feet, said curve having a
radius of 50.00 feet, a central angle of 87°38'38" and a long chord bearing South 46110'28" West distance of 69.24
feet to a PT;
THENCE South 89°59'47" West a distance of 28.67 feet to a PC;
THENCE along the arc of a curve which is concave to the South a distance of 7.08 feet, said curve having a radius of
25.00 feet, a central angle of 16°13'55" and a long chord bearing South 81°52'49" West distance of 7.06 feet to a PT;
THENCE South 73°45'52" West a distance of 46.54 feet to a PC;
THENCE along the arc of a curve which is concave to the North a distance of 14.16 feet, said curve having a radius of
50.00 feet, a central angle of 16°13'55" and a long chord bearing South 81°52'49" West a distance of 14.12 feet to a
PT;
THENCE South 89°59'47" West a distance of 97.56 feet to said West line;
THENCE North 00*01'49" West along said West line a distance of 30.00 feet to the POINT OF BEGINNING;
Which above described parcel contains 20,970 sq. ft. or 0.481 acre, more or less (±), and is subject to any rights -of -way
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S STATEMENT
I, Steven A. Lund, a Colorado Registered Professional Land Surveyor do hereby state that this Property Description
was prepared under my personal supervision and checking, and that it is true and correct to the best of my knowledge
and belief.
Steven A. Lund - on behalf of King Surveyors, Inc.
Colorado Registered Professional
Land Surveyor #34995
KING SURVEYORS, INC.
9299 Eastman Park Drive
Windsor, Colorado 80550
(970)686-5011
JN:2005289
X:\Interwest Projects\2005 Projects\1021-019-00 (FC Police Facility)\Correspondence\Email\Received from\Kiing
Surveyors\12-9-05 Em AE\LOT 1 EMERGENCY ACCESS ESMTS.doc
Last printed 12/12/2005 9:36:00 PM
Exhibit A
(1 of4)
Two parcels of land being portions of Lot One (1), Spring Creek Farms North, recorded ******RECORDING
DATE****** as Reception No. ******RECEPTION #****** of the records of the Latimer County Clerk and
Recorder (LCCR), located in the Southeast Quarter (SE1/4) of Section Nineteen (19), Township Seven North (T.7N.),
Range Sixty-eight West (R.68W.) of the Sixth Principal Meridian (6`s P.M.), City of Fort Collins, County of Larimer,
State of Colorado, and being more particularly described as follows:
North Emergency Access Easement
COMMENCING at the West end of the North line of said Lot 1 and assuming said North line as bearing North
89'58' 11" East a distance of 520.82 feet, as platted, with all other bearings contained herein relative thereto:
THENCE North 89'58' 11" East along said North line a distance of 38.49 feet to the POINT OF BEGINNING;
THENCE continuing North 89'58' 11" East along said North line a distance of 30.00 feet;
THENCE South 00*01'49" East a distance of 17.95 feet to a Point of Curvature (PC);
THENCE along the arc of a curve which is concave to the East a distance of 14.11 feet, said curve having a radius of
25.00 feet, a central angle of 32*20'29" and a long chord bearing South 16° 12'03" East a distance of 13.93 feet to a
Point of Reverse Curvature (PRC);
THENCE along the arc of a curve which is concave to the Southwest a distance of 38.00 feet, said curve having a
radius of 271.70 feet, a central angle of 08°00'47" and a long chord bearing South 28°21'54" East a distance of 37.97
feet to a PRC;
THENCE along the arc of a curve which is concave to the Northeast a distance of 41.52 feet, said curve having a radius
of 50.00 feet, a central angle of 47135'00" and a long chord bearing South 48°09'01" East a distance of 40.34 feet to a
Point of Compound Curvature (PCC);
THENCE along the arc of a curve which is concave to the North a distance of 168.92 feet, said curve having a radius of
353.67 feet, a central angle of 27°21'56" and a long chord bearing South 85°37'29" East a distance of 167.32 feet to a
PCC;
THENCE along the arc of a curve which is concave to the Northwest a distance of 35.21 feet, said curve having a
radius of 25.00 feet, a central angle of 80°41'47" and a long chord bearing North 40°20'40" East a distance of 32.37
feet to a Point of Tangency (PT);
THENCE North 00'00' 13" West a distance of 79.86 feet to said North line;
THENCE North 89'58' 11" East along said North line a distance of 30.00 feet, said point bearing South 89'58' 11"
West a distance of 182.57 feet from the East end of said North line;
THENCE South 00'00' 13" East a distance of 84.09 feet to a PC;
THENCE along the arc of a curve which is concave to the Northwest a distance of 69.78 feet, said curve having a
radius of 50.00 feet, a central angle of 79°57'58" and a long chord bearing South 39°58'46" West a distance of 64.26
feet to a PCC;
THENCE along the arc of a curve which is concave to the North a distance of 188.14 feet, said curve having a radius of
383.67 feet, a central angle of 28°05'44" and a long chord bearing North 85°59'23" West a distance of 186.26 feet to a
PCC;
THENCE along the arc of a curve which is concave to the Northeast a distance of 66.44 feet, said curve having a radius
of 80.00 feet, a central angle of 47°35'00" and a long chord bearing North 48°09'01" West a distance of 64.55 feet to a
PRC;
THENCE along the arc of a curve which is concave to the Southwest a distance of 35.00 feet, said curve having a
radius of 241.70 feet, a central angle of 8017'48" and a long chord bearing North 28°30'25" West a distance of 34.97
feet to a PRC;
THENCE along the arc of a curve which is concave to the East a distance of 28.47 feet, said curve having a radius of
50.00 feet, a central angle of 32°37'30" and a long chord bearing North 16°20'34" West a distance of 28.09 feet to a
PT;
THENCE North 00'01'49" West a distance of 19.40 feet to the POINT OF BEGINNING;
Which above described parcel contains 13,360 sq. ft. or 0.307 acre, more or less (±), and is subject to any rights -of -way
or other easements of record or as now existing on said described parcel of land.
Steven A. Lund - on behalf of King Surveyors, Inc.
Colorado Registered Professional
Land Surveyor #34995
X:\Interwest Projects\2005 Projects\1021-019-00 (FC Police Facility)\Correspondence\Email\Received from\Kiing
Surveyors\12-9-05 Em AE\LOT I EMERGENCY ACCESS ESMTS.doc
Last printed 12/12/2005 9:36:00 PM