HomeMy WebLinkAboutGLOBAL VILLAGE ACADEMY - FORT COLLINS - Filed ED-EASEMENT DEDICATION - 2016-06-09NORTHERN EXHIBIT "B"
ENGINEERING
DESCRIPTION: SOUTH TAFT HILL ROAD GRANTED PROPERTY
A tract of land located in the Southeast Quarter of Section 28, Township 7 North, Range 69 West
of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, and being more
particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 28, as bearing South 89' 18'
57" West and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89' 18' 57" West, 56.88
feet; thence departing said South line, North 00° 41' 03" West, 51.92 feet to the POINT OF
BEGINNING; thence, North 00' 00' 22" East, 641.21 feet to a point on the West right-of-way
line of South Taft Hill Road; thence along said right-of-way line and along a non -tangent curve
concave to the southwest having a central angle of 59° 59' 29" with a radius of 15.00 feet, an arc
length of 15.71 feet and the chord of which bears South 29° 59' 54" East, 15.00 feet; thence,
South 00° 00' 22" West, 615.24 feet; thence along a curve concave to the northwest having a
central angle of 60° 00' 00" with a radius of 15.00 feet, an arc length of 15.71 feet and the chord
of which bears South 30' 00' 22" West, 15.00 feet to the POINT OF BEGINNING.
The above described tract of land contains 4,752 square feet or 0.109 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
June 10, 2014
SASurvey Jobs\924-003\Descripdons\924-003 ROW Exh B Taft Legal 6-10-14.docx
Page 1 of 2
301 N. Howes Street, Suite 100, Fort Collins, CO 80521 1 970.221.4158 1 www.northernengineering.com
EXHIBIT B
AN EMERGENCY ACCESS AND UTILITY EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
STREET �C3
BRO,w pJGHT�-WAv
�
w
SILVERAFILING
THI
O
O
N
z
EMERGENCY ACCESS
& UTILITY EASEMENT
32,157 S.F.
\
0.738 AC.
POINT OF I C1
L4
L2
L1-
S89° 95 '38" IE
85.96'
N89°59'38"W
POINT "A"
S89°59'38"E 150.83'
%" "EXCEPT" C10
POINT OF
2 BEGINNING
Delta= 2°22'02"
90.83'
C11
_ R=895.45' L=37.00'
C8
Dim- N01°5242"W
N89'59'38"W 117.83' p ,�1•
Chord= 37 00
rn
C7
aJ
N89°59'38"W 119.83'
�
( (
C6
g�
_ -J
N00°41'03"W _,,--j' WEST HORSETOOTH ROAD
50.00' 100' RIGIAT-OF-WAY
S89°185rw 456-w
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
C1
1°32'21"
895.45'
24.05'
NO3°49154"W
24.05'
C2
91°52'03"
25.00'
40.08'
N44°04'20"E
35.93'
C3
0°57'10"
2105.17'
35.01'
N86°49'57"E
35.01'
C4
88°0T57"
25.00'
36.46'
S4505640"E
34.77'
CS
134°39'07"
50.00'
117.51'
S22.40'05"E
92.27'
C6
45°20'53"
50.00'
39.57'
S67°19'55"W
38.55'
C7
7802747"
50.00'
68.47'
N50°4545W
63.25'
C8
78°2747"
25.00'
34.24'
N50°4545"W
31.62'
C9
91 °53'00"
25.00'
40.09'
N44°04'20"E
35.93'
C10
134°39'07"
28.00'
65.80'
S22°40'05"E
51.67'
C11
45020'53"
28.00'
22.16'
S67°19'55"W
21.59'
C12
88°07'57"
28.00'
43.07'
N45°55'40"W
38.95'
LINE TABLE
LINE
LENGTH
BEARING
L1
47.13'
N01°51'41"W
L2
7.50'
S880 08,19"W
L3
10.00'
N01 ° 51' 41 "W
L4
7.50'
N88° 08' 19"E
L5
8.00'
S880 08,191W
L5
49.49'
S01 ° 51' 41 "E
L7
37.96
S44° 39' 28"W
1-8
30.11'
N01 ° 51' 41 "W
L9
22.12'
S06° 04' 50"E
100 0 100 Feet
( IN U.S. SURVEY FEET) 3011�""Na tS6if Sub 100
F.A C.Nn, Co"r.d. 90621
1 inch = 100 ft.
3" ALUM. CAP
IN MONUMENT BOX
SOUTHEAST CORNER
SECTION 28-7-69
LS # 20123
NORTHERN
ENGINEERING
PHONE:970.221.4158 FAX: 970.721A169
W INORTHERN
ENGINEERING
DESCRIPTION: EXHIBIT
A temporary emergency access easement located in the Southeast Quarter of Section 28,
Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer,
State of Colorado, and being more particularly described as follows:
Considering the East line of the Southeast Quarter of said Section 28, as bearing North 00°00'22"
East and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, North 00°00'22" East, 338.85
feet; thence, North 89°59'38" West, 233.97 feet to the POINT OF BEGINNING; thence; North
89°59'38" West, 59.54 feet; thence along a curve concave to the Southeast having a central angle
of 47°55'38" with a radius of 25.00 feet, an arc length of 20.91 feet and the chord of which bears
South 66002133" West, 20.31 feet; thence, North 01*51'41" West, 35.34 feet; thence along a non -
tangent curve concave to the Northeast having a central angle of 44'11'32" with a radius of
25.00 feet, an arc length of 19.28 feet and the chord of which bears South 67°53'52" East, 18.81
feet; thence, South 89059'38" East, 61.82 feet; thence, South 00°00'22" West, 20.00 feet to the
POINT OF BEGINNING.
The above easement contains 1,660 square feet or 0.038 acres, more or less and is subject to all
easements and rights -of -way now on record or existing.
MAK
April 4, 2014
SASurvey]obs\924-003\Dwg\Exhibits\924-003 Easement C Description 04-04-14.docx
301 N. Howes Street, Suite 100, Fort Collins, CO 80521 970.221.4158 I www.northernengineering.com
11649
EXHIBIT B
A TEMPORARY EMERGENCY ACCESS EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
BROWNS ASWREET
SILVER OAKS P.U.D
THIRD FILING
.� ao
II
I I rF ° I
II L—
III
II
►I
TEMPORARY EMERGENCY I
ACCESS EASEMENT I Cl
1660 S.F. S89"59'38"E
0.038 AC. 61.ar I
233.97' _
I N89"59'38 N89°59'38"W
C2 9.54' POINT OF
BEGINNING
l II
--- III
W
a /
w
WEST HORSETOOTH ROAD
100' RIGHT-OF-WAY
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
Cl
44"11'32"
25.00'
19.28'
S67"53'52"E
18.81'
C2
47"55'38"
25.00'
20.91'
S66"02'33"W
20.31'
3'ALUM. CAP —04
IN MONUMENT BOX
SOUTHEAST CORNER
SECTION 28-M
LS N 20123
LINE TABLE
LINE
LENGTH
BEARING
L1
35.34'
N01" 51' 41"W
L2
20.00'
S00" 00' 22"W
100 0 100 Feet
( IN U.S. SURVEY FEET )
1 inch = 100 ft.
pop 2 of 2
NORTHERN
ENGINEERING
301 North H" SWK Sub 100 PHONE. 970.221.4158 FAR: 970.221A189
Fort Cofthm Color.0o 8=1
NORTHERN
ENGINEERING
DESCRIPTION: EXHIBIT13
A drainage easement located in the Southeast Quarter of Section 28, Township 7 North, Range
69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, and being
more particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 28, as bearing South
89*1857" West and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89°18'57" West, 83.72
feet; thence departing said South line, North 00°41'03" West, 59.00 feet to a point on the North
right-of-way line of West Horsetooth Road, said point being the POINT OF BEGINNING;
thence along said right-of-way line, South 89118'57" West, 245.59 feet; thence departing said
right-of-way line, North 00°41'03" West, 81.93 feet; thence along a non -tangent curve concave to
the Northeast having a central angle of 5705549" with a radius of 50.00 feet, an arc length of
50.55 feet and the chord of which bears South 61°01'44" East, 48.43 feet; thence, South
89059'38" East, 119.83 feet; thence along a curve concave to the Northwest having a central
angle of 45°20'53" with a radius of 50.00 feet, an arc length of 39.57 feet and the chord of which
bears North 67°19'55" East, 38.55 feet; thence, North 44039'28" East, 37.95 feet; thence along a
curve concave to the Northwest having a central angle of 35'06'19" with a radius of 50.00 feet,
an arc length of 30.64 feet and the chord of which bears North 27006'19" East, 30.16 feet; thence,
South 89059'38" East, 14.30 feet; thence, South 00000'22" West, 118.22 feet; thence along a
curve concave to the Northwest having a central angle of 89018'35" with a radius of 6.00 feet, an
arc length of 9.35 feet and the chord of which bears South 44°39'39" West, 8.43 feet to the
POINT OF BEGINNING.
The above described easement contains 17,242 square feet or 0.396 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
MAK
April 4, 2014
SASurvey Jobs\924-003\Dwg\Exhibits\924-003 Easement D Description 04-04-14.docx
301 N. Howes Street, Suite 100, Fort Collins, CC 970.221.4158 1 www.northernengineering.com
fto 2
EXHIBIT B
A DRAINAGE EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO. I
BRONS�N STREET
RWHT-0F WAY
II I
I I v$1 ERE'
' 14823 a
it
��''•y° su.. .••Pow I I
I
I i 9�F 0F'C0k — I
SILVER OAKS P.U.D. I . Y
THIRD FILING
I I III •o
I J3
LL=
F$
l II 0
1
L2
C3
>
w 1 co_
o> \ Cl C2
4
U
J
S89°59'38"E 119.83'
cr DRAINAGE EASEMENT $
Lu� I co 17,242 S.F. g
._I z 0.398 AC. I
S89°18'57"W 245.59' C4
POINT OF
WEST HORSETOOTH ROAD BEGINNING
100' RIGHT-OF-WAY
SW18'57'2641.04' 89.72'
W
SOUTH LINE OF THE SE 114, S26 TIN R89W N00°41'03"W 389'18'S7' I
(BASIS OF SWINGS) 59.00' V ALUM. CAP'
IN MONUMENT SOX
SOUTHEAST CORNER
SECTION M749
LS M 2MM
INORTHERN
100 0 100 Feet ENGINEERING
( IN US. SURVEY FEET)
1 inch = 100 ft.
CURVE TABLE
LINE TABLE
CURVE DELTA RADIUS LENGTH BEARING CHORD
LINE LENGTH BEARING
Cl 57°5549" 50.00' 50.55' S810
01'44"E 48.43'
L1 37.95' N44° 39' 28"E
C2 45°20'53" 50.00' 39.57' N87°19'55"E 38.55'
L2 14.30' S890 59' 38"E
C3 35°08'19" 50.00' 30.84' N27°08'19"E 30.18'
C4 88°18'35" 8.00' 9.35' S44°39'39"W 8.43'
LINE TABLE
CURVE DELTA RADIUS LENGTH BEARING CHORD
LINE LENGTH BEARING
Cl 57°5549" 50.00' 50.55' S810
01'44"E 48.43'
L1 37.95' N44° 39' 28"E
C2 45°20'53" 50.00' 39.57' N87°19'55"E 38.55'
L2 14.30' S890 59' 38"E
C3 35°08'19" 50.00' 30.84' N27°08'19"E 30.18'
C4 88°18'35" 8.00' 9.35' S44°39'39"W 8.43'
NORTHERN
ENGINEERING
DESCRIPTION: EXHIBIT8
A drainage easement located in the Southeast Quarter of Section 28, Township 7 North, Range
69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, and being
more particularly described as follows:
Considering the East line of the Southeast Quarter of said Section 28, as bearing North 00°00'22"
East and with all bearings contained herein relative thereto:
Commencing at the Southeast Comer of said Section 28; thence, North 00°00'22" East, 692.23
feet; thence departing said line, North 89°59'38" West, 66.50 feet to the POINT OF
BEGINNING; thence, South 00°00'22" West, 72.67 feet; thence, South 03*49'15" West, 119.64
feet; thence, South 89039'41" West, 91.19 feet; thence, North 00°00'45" West, 103.26 feet;
thence, North 44041'15" West, 97.50 feet; thence, North 00°14'56" West, 20.00 feet; thence along
a non -tangent curve concave to the South having a central angle of 0°15'19" with a radius of
2096.17 feet, an arc length of 9.34 feet, and the chord of which bears North 89052'44" East, 9.34
feet; thence, South 89°59'41" East, 158.50 feet to the POINT OF BEGINNING.
The above described easement contains 22,345 square feet or 0.513 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
MAK
April 4, 2014
SASurvey Jobs\924-003\Dwg\Exhibits\924-003 Easement C Description 04-04-14.docx
301 N. Howes Street, Suite 100, Fort Collins, CO 80521 1 970.221.4158
www.northernengineering.com
EXHIBIT B RTION OF
A DRAINAGE EASEMENT BEION 28 TOWNSHIP 7 NORTH,
THE SOUTHEAST 1/4 OF SECTI
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
Delta= 0"15'19" POINT OF
R=2096.17' L=9.34' BEGINNING
NSON STREET Dim- N89"5244"E
BROW wGNT-0F WAY Chord= 9�84' S89059'41"E 158.50'
N89"59'38"W
66.50'
`•S00"00'22"W
72.67'
1
I
itz
3
2�
a9 i
1 I �
- I I
I
W�
WEST HORSETOOTH ROAD 'MENNT M. SOXTBOCWAX
100' RIGHT -OF WAY IN MONUUME
8OUTHEAST CORNER
SECTION 29-7-0
Lar212a
NORTH ERN
100
0 100 Feet ENGINEERING
301 North Haws Sas4 Sub 100 PHONE: 970.221AIS8 FAX-970221AI59
( IN U.S. SURVEY FEET) Fort Cam colw ea 80621
1 inch = 100 ft.
NoNORTHERN EXHIBIT 'IC
IENGINEERING
DESCRIPTION: SOUTH TAFT HILL ROAD GRANTED PROPERTY
A tract of land located in the Southeast Quarter of Section 28, Township 7 North, Range 69 West
of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, and being more
particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 28, as bearing South 89' 18'
57" West and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89' 18' 57" West, 56.88
feet; thence departing said South line, North 00° 4l' 03" West, 51.92 feet to the POINT OF
BEGINNING; thence, North 00' 00' 22" East, 641.21 feet to a point on the West right-of-way
line of South Taft Hill Road; thence along said right-of-way line and along a non -tangent curve
concave to the southwest having a central angle of 59° 59' 29" with a radius of 15.00 feet, an arc
length of 15.71 feet and the chord of which bears South 29' 59' 54" East, 15.00 feet; thence,
South 00° 00' 22" West, 615.24 feet; thence along a curve concave to the northwest having a
central angle of 60' 00' 00" with a radius of 15.00 feet, an arc length of 15.71 feet and the chord
of which bears South 30' 00' 22" West, 15.00 feet to the POINT OF BEGINNING.
The above described tract of land contains 4,752 square feet or 0.109 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
June 10, 2014
SASurvey Jobs\924-003\Descriptions\924-003 ROW Exh B Taft Legal 6-10-14.docx
301 N. Howes Street, Suite 100, Fort Collins, CO 80521 I 970,221.4158 I www.iiorthernengineering.com
31
EXHIBIT
SOUTH TAFT HILL ROAD GRANTS PROPERTY, LOCATED
IN THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
C1
\ 7.50' —f-
I1 DRAINAGE EASEMENT
I'
I I�
I
I
L---�
I�
0 W
Woa
�W I�IN
C7
OR
g I�
0. > I1
PROPOSED RIGHT TURN LANE
ADDITIONAL PROPERTY
l � I
—b89° 57°W
SOUTH LINE OF THE SE 1/4 I I
S28 T7N R69W
(BASIS OF BEARINGS)j
WEST
HORSETOOTHi,
ROAD
v �.-
100' RIGHT-OF-WAY
g
O
PROPOSED PROPERTY
TO BE CONVEYED BY
GLOBAL VILLAGE ACADEMY
4,752 sq. 8.
I
56_88'
Curve Table
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
C1
59.592V
15.00'
15.71'
S29°59'54"E
I 15.W
C2
60°00'00"
15.00'
15.71'
S30-0072"W
15.00'
(9
60 0 60 Feet
( IN FEET )
1 Inch a 60 ft.
NORTHERN
ENGINEERING
9W N°N 11ow8YY,fd.100
PIgIK: fJ°1tlAl9 INq fJW2lAl0i
ml ow,.. oaa.m eoez,
w.x�.
m
NORTHERN EXHIBIT C
ENGINEERING
DESCRIPTION: ADDITIONAL GRANTED PROPERTY FOR RIGHT TURN LANE
A tract of land located in the Southeast Quarter of Section 28, Township 7 North, Range 69 West
of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, and being more
particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 28, as bearing South
89°l8'57" West and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89118'57" West, 64.22
feet; thence departing said South line, North 00°41'03" West, 50.00 feet to a point on the North
right-of-way line of West Horsetooth Road, said point being the POINT OF BEGINNING;
thence along said right-of-way line, South 89°18'57" West, 19.50 feet; thence departing said
right-of-way line along a non -tangent curve concave to the Northwest having a central angle of
89'18'35" with a radius of 15.00 feet, an arc length of 23.38 feet and the chord of which bears
North 44°39'39" East, 21.09 feet; thence, North 00°00'22" East, 375.69 feet; thence, North
03049'45" East, 179.98 feet; thence, South 00000'22" West, 568.03 feet; thence along a non -
tangent curve concave to the Northwest having a central angle of 29'18'35" with a radius of 15.00
feet, an arc length of 7.67 feet and the chord of which bears South 74°39'39" West, 7.59 feet to
the POINT OF BEGINNING.
The above described tract of land contains 5,805 square feet or 0.133 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
June 10, 2014
SASurvey Jobs\924-003\Descriptions\924-003 ROW Exh B RT Lega16-10-14.docx
301 N. Howes Street, Suite 100, Fort Collins, CO 80521 I 970.221.4158 ( www.northernengineering.com
33
L
� EXHIBIT B
SOUTH TAFT HILL ROAD GRANTED PROPERTY, LOCATED
IN THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
C1 I
7.50'
1 DRAINAGE EASEMENT
I�
I I
i�
W
Q W
Q
0 W �liy
OR g rI
a. > I10 W
IW N
N
O
I°'lo
I IZ
i
PROPOSED RIGHT TURN LANE
ADDITIONAL PROPERTY
II
1 I
I
- - s89°iw5rw
SOUTH LINE OF THE SE 114 I
S28 T7N R69W
(BASIS OF BEARINGS)
WEST
H RRSETOOTH '
ROAD
100' RIGHT-OF-WAY $
z�
I
I
I
PROPOSED PROPERTY
TO BE CONVEYED BY
GLOBAL VILLAGE ACADEMY
4,752 sq. R
I
I
ICURVE DELTA
C1 59°59'29"
IC2 60°00'00"
i
X N
-C2 I�20)C"
n 6
I o0�
POINT OF z Z
56.w
Curve Table
RADIUS LENGTH BEARING CHORD
15.00' 15.71' S29°5V54'E 15.00'
15.00' 15JV S30°00'22"VU 15.00'
K�:)
60 0 60 Feet
( IN FEET )
1 inch : 60 ft.
INORTHERN
ENGINEERING
301 Nam, HWM 96M. AYY 199 PHONE. 970.221A199 FAY, 970.221A199
Pal COMM C W-b 99921 "..a9 mgowm 9�
Page2of2
E
PROPERTY CONVEYED
SOUTHEAST 1/4 OF SECTION
OF THE 6th P.M., CITY OF FORT
EXHIBIT
FOR RIGHT TURN LANE, LOCATED IN THE
28, TOWNSHIP 7 NORTH, RANGE 69 WEST
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
\ 7.50' —�
PROPOSED PROPERTY
\
TO BE CONVEYED BY
I
GLOBAL VILLAGE ACADEMY
4,752 sq.ft.
1 DRAINAGE EASEMENT
W
�C;
J I!f m U
L---
a
Z
p
�¢ I
ZF
ow
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(� q W
•�
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� � �Q�;.•• \S E��o
en
I$
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la
L2
I
I
5,805 sq. fL I
O
Line Table
LINE
LENGTH
BEARING
L1
19.50'
S89'18'57'W
L2
568.03'
S00.00'22'W
I
Curve Table
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
C1
89°18'35'
15.00'
1 23.38'
N44'39'39'E
21.09'
C2
2W18'35'
15.00'
7.6T
S74'39'39'W
7.59'
�89.18'57"W I I
SOUTH LINE OF THE SE 114 x J 60 0 60 Feet
S28 T7N R69W
(BASIS OF BEARINGS) I ( IN FEET )
C1 1 inch 60 ft.
WEST I oxcFi
HORSETOOTH L1 C2 LL= m co NORTHERN
POINT OF
ROAD ;$ ENGINEERING
100' RIGHT-OF-WAY d I� BEGINNING
I Q,MI 101Pvnbl�wft" Comm om�.awlW fg1Y9lQf31.I1lf RJ490]31A10f
�1
34
EXHIBIT B
A UTILITY EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
6Rt�hi`-•s1t45i1�L-i:f C5
MAP OAKS VJ.fi.
11� Iftu *dL+c
I
T 1 1
9' LJTILITY EASEMENT —�
�— 13,372 S.F.
f r 0.307 AC.
-C2
I-- —
. W B i i. I lORukt 100 It'I ROAD
CURVE TABLE
CURVE
DELTA
I RADIUS
LENGTH
BEARING
CNORD
C1
5'3610W
805.45'
00.34'
NO3'31'15'W
00,30'
C2
W30'30'
004,45'
00.00'
$03'30'WE
89.0F
C3
air 1owl
8.00'
9,35'
N44'30'30'E
SAT
04
3'51'47'
2090.17'
141.33'
888'04'2VW
141.30'
co
3'51'10'
2105.17'
141.02'
N88'04'45'E
141,00
co
MOW'
15.00'
7.80'
874'69'23'E
7.78'
C7
09'10'35"
15,017
23,30'
$44'3919'W
21,W
;jLC7
POINT Off'
BEGINNING ���,
N00'41'03'Wr- �gjgrlg8y�•
SOX rnua. rx
I.W"W a wm
anumr�ca in
VWMNana.
L6 Y"=
LINE TABLE
LINE
LENGTH
BEARING
L1
9.00'
N84' 32' 08'E
L2
72,87'
NOW 00' 22'E
L3
0.01'
N01' 51' 41'W
L4
0.77'
SDO' 00' 22 W
L5
73,19
SOO'00'22'W
I
NORTHERN
100 0 100 Feet ENGINEERING
( IN U.S. SURVEY FEET) ioiw""i.m:w'iiiil w MowW w T�»�i rrnnnlr
1 inch m 100 ft. J
EXHIBIT B
LEGAL DESCRIPTION OF EASEMENT
A utility easement located in the Southeast Quarter of Section 28, Township 7 North, Range 69
West of the 6th P.M., City of Foil Collins, County of Larimer, State of Colorado, and being more
particularly described as follows:
Considering the East line of the Southeast Quarter of said .Section 28, as bearing North 00000'22"
East and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89018'57'' West, 83.72
feet; thence departing said South line, North 00°41'03" Nest, 50.00 feet to a point on the North
right of -way line of Vest Horsetooth Road, said point being the POINT OF BEGINI'�UNG;
thence along said right-of-way line, South 89018'57" West, 366.29 feet to a point on the East
right-of-way line of Silver Trails Drive; thence along said right-of-way line, North 00*41141"
West, 91.95 feet; thence along a curve concave to the NATest having a central angle of 5°39'08"
with a radius of 895.45 feet, an are. length of 88.34 feet and the chord of which bears North
03'31'15" West, 88.30 feet; thence departing said right-of-way line, North 84132'06" East, 9.00
feet; thence along a non -tangent curve concave to the West having a central angle of 5*38,36"
with a radius of 904.45 feet, an arc length of 89.09 feet and the chord of which bears South
03°30'59" East, 89.05 feet; thence, South 00041'41" East, 82.96 feet; thence, North 89*18157"
East, 357.29 feet; thence along a curve concave to the Northwest having a central angle of
89°18"35" with a radius of 6.00 feet, an arc. length of 9.35 feet and the chord of which bears
North 44*39139" East, 8.43 feet; thence, North 00*00122" East. 375.99 feet; thence, North
03149'45" East, 179.98 feet; thence, North 00100'22" East, 72.67 feet; thence, North 89°59'41"
West, 158-50 feet; thence along a nor -tangent curse concave to the South having a central angle
of 3°51147" with a radius of 2096.17 feet, an arc length of 141.33 feet and the chord of which
bears South 88°04'29" West, 141.30 feet; thence, North 01051141" West, 9.01 feet to a point on
the South light -of -way line of Bronson Street; thence along said South right-of-way line and
along a non -tangent curse concave to the South having a central angle of 3051116" with a radius
of 2105.17 feet, an are length of 141.62 feet and the chord of which bears North 881041451' East,
141.60 feet; thence continuing along said South right-of-way line, South 89°59'41" East, 160.01
feet; thence, South 00°00'22" West, 6.77 feet; thence along a lion -tangent curve concave to the
Southwest having a central angle of 29059129" with a radius of 15.00 feet, an are. length of 7.85
feet, and the chord of which bears South 74059'23" East, 7.76 feet; thence, South 00°00'22" West,
73.19 feet; thence, South 03049145" West, 179.98 feet; thence, South 00°00'22" West, 375.69
feet; thence along a curve concave to the Northwest having a central angle of 89118135" with a
radius of 15.00 feet, an are length of 23.38 feet and the chord of which bears South 4413939"
West, 21.09 feet to the POINT OF BEGINNING.
The above described easement contains 13,372 square, feet or 0.307 acres, more or less and is
subject to all easements and rights -of -way now onrecord or existing.
DB04/0503816.0430/10832155.6
EXHIBIT B
LEGAL DESCRIPTION OF EASEMENT
A drainage easement located in the Southeast Quarter of Section 28, Township 7 North, Runge
69 West of the 6th P.M-, City of Fort Collins, County of Larimer, State of Colorado, and being
more particularly described as follows:
Considering the East line of the Southeast Quarter of said Section 28, as bearing North 00100,221,
East and with all bearings contained herein relative thereto:
Commencing at the Southeast Comer of said Section 1-8; thence, North 00°00122" East, 692.23
feet; thence departing said line, North 89059138" Nest, 66.50 feet to the POINT OF
BEGINNING; thence, South 00000'22" West, 72.67 feet; thence, South 03049'15" West, 119.64
feet; thence, South 89°3941" West, 91.19 feet; thence, North 00°00'45" West, 103.26 feet;
thence, North 44041115" West, 97.50 feet, thence,. North 00*14156" West, 20.00 feet; thence along
a non -tangent curve concave to the South halving a central angle of 0115'19" with a radius of
2096.17 feet, an arc length of 9.34 feet, and the chord of which bears North 89052144" East, 9.34
feet; thence, South 89*59141" East, 158.50 feet to the POINT OF BEGINNING.
The above described easement contains 22,345 square feet or 0.513 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
DB04/0503816.0430/10845219.4
EXHIBIT B
A DRAINAGE EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
- --- "� Dalta�0'18'19- ' POINT OF r !
-�'- R-2La+8,34' BEGINNING - j Nb9'b938W
Op. N89Neir'b2'AdaE 8b,b0'
Ohp4, .--
rd•8,3.
--T•—•--�589'69'41"E 111-W
I Noo'1d�s6^w
20,00'
1 g y 80D'3R0AVI1N'A4YOE.01,1 ryR&I
S00'0I0„
'22"w
EASEMENT mar
2Z346 SF.
0613A0
----- -----
^I VrAnAKSP.11G.
HOW HUNG
1 W��
C
Y
I
d.v
�_-----
1-4
0:.1 I I I I
w
jj
- 1 -- 4Vc8T f': JI�SE fQUTI•t 1'tOAO a•a.uA u�J
to nl:',Hi.:'a-}�v IuarowMRM arr
LLUnY&Y/ t 2M.-
tt Ia0,"1
afClpX+"V1
NORTHERN
100 o Ioo Feet
■�
ENGINEERING
IN U.S. SURVEY FEET �it 1pweiii•w
nand.rl�u m,.lp:!
.,
1 inch = 100 ft.
J
EXHIBIT B
LEGAL DESCRIPTION OF EASEMENT
An emergency access and utility easement located in the Southeast Quarter of Section 28,
Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Du mer,
State of Colorado, and being more particularly described as follows:
Considering the East line of the Southeast Qu utter of said Section 28, as beuing North 00000'22"
East and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89018'57" West, 450.00
feet; thence departing said South line, North 00141'03" West, 50.00 feet to a point on the East
right-of-way line of Silver Trails Drive; thence, along said right-of-way line, North 00*41141"
West, 91.95 feet; thence along a ctuve concave to the West having a central angle of 2°22'02"
with a radius of 895.45 feet., an arc. length of 37.00 feet and the chord of which bears North
01°52'42" West, 37.00 feet to the point the POINT OF BEGIN.,NING; thence along a curve
concave to the West having a central angle of 1 °32'21 " with a radius of 895.45 feet, an are length
of 24.05 feet and the chord of which bears North 03°49'54" West, 24.05 feet; thence departing
said right-of-way line, South 89°59'38" East, 85.96 feet; thence along a curve concave to the
Northwest having a central angle of 91°52'03" with a radius of 25.00 feet, an arc. length of 40.08
feet and the chord of which bears North 44°04'20" East, 35.93 feet; thence, North 01°5141"
West, 47.13 feet; thence, South 88008119" West, 7.50 feet; thence, North 01*51'41" West, 10.00
feet; thence, North 88°08'19" East, 7.50 feet; thence, North 01*51'41" West, 416.76 feet to a
point on the South right-of-way line of Bronson ,Street; thence along said South right-of-way line
and along a nou-tangent curve concave to the South having a central angle of0*57'10" with a
radius of 2105.17 feet, aui are length of 35.01 feet and the chord of which bears North 86*49157"
East, 35.01 feet; thence departing said right-of-way line, South 01051141" East, 384.69 feet;
thence, South 88108119" West, 8.00 feet; thence, South 01"51'41" East, 49.49 feet; thence along a
curve concave to the Northeast having a central angle of 88°07157" with a radius of 25.00 feet, an
arc. length of 38.46 feet and the chord ofwhich bears South 45155140" East, 34.77 feet to "Point
A"; thence, South 89"59'38" East, 150.83 feet; thence along a curve concave to the Southwest
having a central angle of 134*39107" with a radius of 50.00 feet, an arc length of 117.51 feet and
the chord of which bears South 22140'05" East, 92.27 feet; thence, South 44*39128" West, 37.95
feet; thence along a curve concave to the Northwest having a central angle of 45*201531" with a
radius of 50.00 feet, an arc length of 39.57 feet and the chord of which bears South 67119'55"
West, 38.55 feet; thence, North 89*59138" West, 119.83 feet; thence along a curve concave to the
Northeast having a central angle of 7812747" with a radius of 50.00 feet, an are length of 68.47
feet and the chord of which bears North 50°45'45" West, 63.25 feet; thence along a curve
concave to the Southwest having a central angle of 78°2.7'47" with a radius of 25.00 feet, an are.
length of 34.24 feet and the chord of which bears North 5014545" West, 31.62 feet; thence,
North 89°59'38" West, 90.83 feet to the Point of Beginning-
7
DB04/0503816.0430/10826479.5
Except; C:onunencing at aforementioned Point. "A"; thence, South 061104150" East, 22.12 feet to
the POrN7T OF BEGIN.NNING; thence, South 89059138" East, 148.4E feet; thence along a curve
concave to the Southwest having a central angle of 134°39'07" with a radius of 28.00 feet, an arc
length of 65.80 feet and the chord of which bears South 22°40'05" East, 51.67 feet; thence, South
44*39128" West, 37.95 feet; thence along a muNre concave to the Northwest having a central angle
of 45*20153" with a radius of 28.00 feet, an arc length of 22.16 feet and the chord of which bears
South 67019155" Nest, 2.1.59 feet; thence, North 89159'38" Nest, 117.83 feet; thence along a
curve concave to the Northeast having a central angle of 88°07'57" with a radius of 28.00 feet, an
are length of 43.07 feet and the chord of which bears North 45°55'40" West, 38.95 feet; thence,
Noah 01°51'41" West, 30.11 feet; thence along a curve concave to the Southeast having a central
angle of 91053100" with a radius of 25.00 feet, an are. length of 40.09 feet and the chord of which
bears North 44*04120" East, 35.93 feet to the Point of Beginning.
The above described easement contains 32,136 square feet or 0.738 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
DB04/0503816.0430/10826479.5
EXHIBIT B
AN EMERGENCY ACCESS AND UTILITY EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6d1 P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
1iF.s7F7t10rt 5,1RQ0 C3
lu
b4.WK ,L1K•d 1'.UA
-- z EMERGENCY ACCE33
8 UTILITY EASEMENT I I I Y
32,130 S.F.
--- 0.736 AC,
44 LDS I I h
L3� C4 POINT'A'
r_—___--
Li 300.89:18'E 160,83' f�f
___--•- S89"59'38"EC2 - 5 889'69'88'E 148,46'-
85
POINT Of C1 '�C10
"EXCEPT' I I
BEGINNING + _ --C9 POINT OF
NB9'S938W C12 BEGINNING
1G11
—R�95,45' L 01Y I 80,83' CS r1 aTt
Dk- N01'62'42 YY j N89 S0 38 W..117 83' ' Ay
Chalk 37 00 I C7 I NB8"5538'W 110 03cc
I I I
_
3" ALUM CAP
— 50,00� 'y — —
..J� •,,,,,i�,,::;,�,x, IN MONUMENT BOX
$b9•N- SOUTHEAST CORNER
SECTION 29-7-69
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
Ci
132.217
MAW
24,05'
NO3'4054"W
24,05'
C2
91.52'03'
26.00'
40.05'
N44'04'20"E
35,9T
C3
O'5T10'
2105,17"
35.01'
N88'49'57'E
36,01'
C4
88.07'67'
25,00'
38,46'
S48.6646"E
34,7T
C6
134.30.07"
SOX
MAI'
S22"40115'E
02.27'
CS
46`20%3"
50.00,
39,57'
S87"18'55"W
38,55'
C7
78'2T47'
S0,00
00,47'
NSO'4646"W
6325'
CS
78'27'47'
26,00'
34.24'
N604646'W
31.67
C9
91.53'00'
26,00'
40,09'
N44.04'20"E
35.OX
C10
134.00'07'
28.00'
05,80'
C11
45'20'63'
20.W
22,10'
C12
88'0T57•
28,00'
43.071
LINE TABLE
WINE
LENGTH
BEARING
L1
470T
Noll51'41'W
L2
7,50'
S88. ON 191W
L3
10,00'
NOt"51'41'W
L4
7.60'
N88" 08' WE
Lb
8,00'
sea, ow 19'W
LO
49,49'
301' 51'41"E
L7
37.95'
844' 39' 28"W
LB
30,11,
Noll 51,41'W
L9
22JX
S08.04' SO'E
LS 9 20123 I
822'40b6'E
51.8T
807.10'55"W
21.69'
N45'6540�
'�'�'
\D
U&
0
NORTHERN
100 0
ENGINEERING
( IN U,S. SURVEY FEET)
"" ®' •''� w
fetWlA GpN, fAU
rw.,.�i'n" ,,,.,,icy",
dMYf/M
1 Inch = 1001t.
/
E_
LEGAL DESCRIPTION OF EASEMENT
A temporary emergency access easement located in the Southeast Quarter of Section 28,
Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer,
State of Colorado, and being more particularly described as follows:
Considering the East line of the Southeast Quarter of said Section 28, as bearing North 00*001221,
East and with all bearings contained herein relative thereto:
Conunencing at the Southeast Comer of said Section 28; thence, North 00000122" East, 338.85
feet; thence, North 89"59138" Nest, 233.97 feet to the POINT OF BEGINNING; thence; North
89°59'38" Nest, 59.54 feet; thence along a curve concave to the Southeast having a central angle
of 47055'1811 with a radius of 25.00 feet, an are length of 20.91 feet and the chord of which bears
South 66*0213311 Nest, 20.31 feet; thence, North 01*51'41" West, 35.34 feet; thence along a non -
tangent curve concave. to the Northeast having a central angle of 44011132/, with a radius of
25.00 feet, an are length of 19.28 feet and the chord of which gears South 67*53152" East, 18.81
feet; thence, South 89059138" East, 61.82 feet; thence, South 00*0012211 West, 20.00 feet to the
POINT OF BEGINNING.
The above easement contains 1,660 square feet or 0.038 acres, more or less and is subject to all
easements and rights -of -way now on record or existing.
5
DB04/0503816.0430/10842160.4
EXHIBIT B
A TEMPORARY EMERGENCY ACCESS EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
( � I
%fp OAKS MAX
_nuw r�.►�c I I 1
TEMPORARY EMERGENCY — i 11 Jill
ACCESS EASEMENT 01 u�
1060 S.F. 888'68'98'E I I I wb 0.038 AC. eter
N88'6738"W IJ89'bE138'IN
�•54 �POINTOF —TI...
_ — C2 BEGINNING
5'.;
K� I I �•` I'' I
lu s
wF..S` i Ht,RSF1(X)TH RIM') twrw�w �
u►mm
CURVE TABLE
CURVE
DELTA
RADIUB
LENGTH
BEARING
CHM
C1
"*11'3r
26A0'
18.28'
I 88T63' n
16.81'
C2
41'66'38'
2&00'
20.81' 1
8W'02'331W
20.31'
DB04/0503816.0430/10842160.4
LINE TABLE
LINE
LENOTN
BEARING
Lt
36,91'
N01.61' 41'YV
L2
20.00'
800.00' 22'W
KD
100 0 100 Feat
( IN U.S. SURVEY FEET )
1 inch = 100 R.
NORTHERN
ENGINEEgRING
„WIYIWYIMI�'Ipl \'•'.III•�I.rtIA���W� AMI
NORTHERN EXHIBIT "B"
ENGINEERING
DESCRIPTION: ADDITIONAL GRANTED PROPERTY FOR RIGHT TURN LANE
A tract of land located in the Southeast Quarter of Section 28, Township 7 North, Range 69 West
of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, and being more
particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 28, as bearing South
89*18157" West and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89°18'57" West, 64.22
feet; thence departing said South line, North 00°41'03" West, 50.00 feet to a point on the North
right-of-way line of West Horsetooth Road, said point being the POINT OF BEGINNING;
thence along said right-of-way line, South 89°18'57" West, 19.50 feet; thence departing said
right-of-way line along a non -tangent curve concave to the Northwest having a central angle of
89°18'35" with a radius of 15.00 feet, an arc length of 23.38 feet and the chord of which bears
North 44°39'39" East, 21.09 feet; thence, North 00°00'22" East, 375.69 feet; thence, North
03049'45" East, 179.98 feet; thence, South 00°00'22" West, 568.03 feet; thence along a non -
tangent curve concave to the Northwest having a central angle of 29°18'35" with a radius of 15.00
feet, an arc length of 7.67 feet and the chord of which bears South 74°39'39" West, 7.59 feet to
the POINT OF BEGINNING.
The above described tract of land contains 5,805 square feet or 0.133 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
June 10, 2014
SASurvey Jobs\924-003\Descrlptions\924-003 ROW Exh B RT Legal 6-10-14.docx
Page 1 of 2
301 N. Howes Street, Suite 100, Fort Collins, CO 80521 1 970.221.4158 1 www.northernengineering.com
EXHIBIT B
LEGAL DESCRIPTION OF EASEMENT
A drainage easement located in the Southeast Quarter of :Section 28, Township 7 North, Range
69 West of the 6th P.M., City of Fort Collins, County of Larineer, State of Colorado, and being
more particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 28, as bearing South
89018157" West and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South. 89118'57" West, 83.72
feet; thence departing said South line, North 00141'03" West, 59.00 feet to a point on the North
right-of-,.vay line of West Horsetooth Road, said point being the POINT OF BEGINNING;
thence along said right-of-way line, South 89°18'57" West, 2.45.59 feet; thence departing said
right-of-way line, North 00041103" West, 81.93 feet; thence along a non tangent curve concave to
the Northeast leaving a central angle of 57°55'49" with a radius of 50.00 feet, an arc length of
50.55 feet and the chord of which bears South 6100114411 East, 48.43 feet; thence, South
89*59138" East, 119.83 feet; thence along a curve concave to the Northwest having a central
angle of 45*20153" with a radius of 50.00 feet, an are. length of 39.57 feet and the chord of which
bears North 67°19'55" East, 38.55 feet; thence, North 44°39'28" East, 37.95 feet; thence along a
curve concave to the Northwest having a central angle of 351106'19" with a radius of 50.00 feet,
an arc length of 30.64 feet and the chord of which bears North 27006119" East, 30.16 feet; thence,
South 89°5938" East, 14.30 feet; thence, South 00100122" West, 11.8.22 feet; thence along a
curve concave to the Northwest having a central angle of 89*1813511 with a radius of 6.00 feet, an
arc length of 9.35 feet and the chord of which bears South 44939'39" West, 8.43 feet to the
POIirT OF BEGINNING.
The above described easement contains 17,.242 square feet or 0.499 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
0
DB04/0503816.0430/10842055.4
FXffMTT B
A DRAINAGE EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 6S WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
� I I
II
: -VER OAKS H.11A I ,
IMNurn.M I I fff
81
I�
J
r I
Ij
I �
I C3 1�)
�iJ m I —Cl C2
��.11 889'5938•E 119,83'
a I Q! DRAINAGE EASEMENT
u, ' itm 17142 B.F.
399'18'57"W 2TOF r —'
POINT OF �..✓f 1 v �
bveS 1* Hok!+r( i rH RL'An BEGINNING
�" sb'Irirw aular •�. — _.
UWAUNeeF)woe UAL Bls Illi Y1Y N00'41'03"W s�s')eAw
CJh' OrWARNG4 59,00' rulu,ctr
NVIA:WANI INIIt
MAIINYi2T CfaglR
IIW7NN1 RM1I.H
Le YA1A
NORTHERN
100 0 100 Feet ENGINEERING
A, ArYnMw]fS„1, 1¢ RLI.I>•�AI+,AI., Wv'AIAW
( IN U.S. SURVEY FEET) 'nn ca»Re�,n Ann n,Y•nni+rr�
I Inch = 100 ft.
CURVE DELTA RADIUS
CURVE TABLE
LENGTH BEARING CI'IORD
Cl b7'S8'49' 80,00' 60,58' S81'01'44'E 48A3'
02 45'20'63" 50.00' 39,er' N8r'19'58"E 38.55'
C3 35'W'19' b0,00' 30,84' N2/408'19'E 30,18'
04 b9"18'35' 8.00' 9,35' 844'39'39'W 8.43'
DB04/0503816
LIN E TABLE
DB04/0503816
LIN E TABLE
LINE
LENGTH
BEARING
L1
37,95'
N44.39' 28"E
L2
14,30'
S89' S9'38'E
EXHIBIT E
A TEMPORARY EMERGENCY ACCESS EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
l STATE OF COLORADO.
BRONft QN gNREET
54
•��' i RF 1�9Z
Zoo I
i0
I I lF 0 C0�
SILVER OAKS P.U.D.
THIRD FILING
it
TEMPORARY EMERGENCY
ACCESS EASEMENT I Cl
1660 S.F. S89°59'38"E
0.038 AC. 81.er
.. _ 233.9r _
N89°59'38 — N89°59'38"W
C2 9.54' POINT OF
BEGINNING
l i�l
W ► ��
I
W I I I I II
c'---1------�
— —_ -- TAUJM. CM
IN MONUMENT BOX
WEST HORSETOOTH ROAD SOUTHEAST CORTIEt
100 R10HT O-VAY SECTION 267-M
LE 0 20123
CURVE TABLE
CURVE
DELTA
IUS
LENGTH
BEARING
CHORD
Cl
44°11'32"00'
7,25.00'
19.28'
S67°53'52"E
18.81'
C2
47°5538"
20.91'
S88°02'33-W
20.31'
LINE TABLE
LINE
LENGTH
BEARING
L1
35.3W
N01" 51' 41"W
L2
20.00'
S00° 00' 22"W
100 0 100 Feet
( IN U.S. SURVEY FEET )
1 Inch s 100 ft.
INORTHERN
ENGINEERING
aol Nor.11s". au..taw aW
pNyB�pazaula faw.Taazuia
EXHIBIT D
A DRAINAGE EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF :LARIMER,
STATE OF COLORADO.
BRONSON STREET
�p1OHT-0F `NAti
W tEg,.'t`9z
14823 i
I I
su�
.9yo• R� . Qoo I I I I
9rF o f coy I I k i
SILVER OAKS P.U.D. I I I Y
THIRD FILING I I I C
LL
II ��
I�� I
I � I <
I I �s
Ii to
C3 `� I
o, Co
C2
Qq 889 58 38 E 119.83 , h
w `r m 17242SF
z h 0.396 AC
S89°18'57"W 245.59' C4 •
POINT OF
WEST HORSETOOTH ROAD BEGINNING
100RICHT OF WAY
— aew,ladrw 2a�.a— es.Tr
SOUTH LINE OF THE S£ 114, S28 TIN RBW NOO°41'03"W S89118'5m
MAW OF SEARMS) 59.00' T ALUM. CAP
W ► ONUMENT 8Cx
SOUTHEAST CORNER
SECTION 2a7•10
L8S2MM
NORTHERN
100 0 10o Feet ENGINEERING
IN U.S. SURVEY FEET
1 inch - 1DO ft.
wi x.a "...eu.t a..im nartnaxziva RJA.RZ2L°.9
(
CURVE TABLE
LINE TABLE
CURVE DELTA RADIUS LENGTH BEARING CHORD
LINE LENGTH BEARING
C1 57°5549" 50.00' 50.55' S81°01'44E 48.43'
Lt 37.95'
C2 45°20'63'- 50.00' 39.5T N67°19'55'E 38.55'
L2
C3 35°08'19" 50.00' 30.84' N27°08'19"E 30.16'
C4 89°18'35" 8.00' 9.35' S44°39'39"W 8.43'
N44° 39' 28"E
14.30' S89° 59' 38"E
LINE TABLE
CURVE DELTA RADIUS LENGTH BEARING CHORD
LINE LENGTH BEARING
C1 57°5549" 50.00' 50.55' S81°01'44E 48.43'
Lt 37.95'
C2 45°20'63'- 50.00' 39.5T N67°19'55'E 38.55'
L2
C3 35°08'19" 50.00' 30.84' N27°08'19"E 30.16'
C4 89°18'35" 8.00' 9.35' S44°39'39"W 8.43'
N44° 39' 28"E
14.30' S89° 59' 38"E
EXHIBIT C
A DRAINAGE EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
Delta- 0°15'19" POINT OF
TREET R 2096.17 Lag_-34' BEGINNING _ 166.5v '38"W
BRONSON S Dir nN89°52'44"E J f/r eenn
yq' RIGiaT C. .... ChDtd= 9.34' 66. W'
S89 59'41 E 158 50
I N00°14'56"W
20.00° ' DRAINAGE S00°00'22"W
I '9 - EASEMENT 72.6
22,345 S.F.I
I
o I
II � $ l?
[LJ I
SILVER OAKS P.U.D. I I S 89 3941"W 91.19'
THIRD FILING I u�
I I Ix� ,
J
I �a
Igo
l III o
Wp
WEST HORSETOOTH ROAD rALUM..
1W MCHT9 I'A' IN
MONUMENT SOX
SOUTHFAS7 CORNER
SECTION %749
LS N 2DI2S
100 0 100 Feet
( IN U.S. SURVEY FEET )
1 inch — 100 ft.
I-kT E
mmm �lw
r..WL..LbW.O. Ml
NORTHERN
ENGINEERING
PIPS[: 910.i21A19t M97UMIA1Si
EXHIBIT B
AN EMERGENCY ACCESS AND UTILITY EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
BRONRONSTREET /-C3 pJi�
IF'NAv i
SILVER OAKS P.U.D.
THIRD FILING
Lo
�
c
y
ww
F
g
EMERGENCY ACCESS
I
81 UTILITY EASEMENT
32,157 S.F.
(
z
LL
0.738 AC. I
I
N
N
L5
I
<
L4`
L6 I
I x
L3
6k `
POINT'A" I
p
L2
S895938"E 15083
I
n
L1
S89 59'38 EC2
5 %S89°59-38 148.48
E
Cj
85 96
\ C10
"EXCEPT"
i
POINT OF Cl
n
C9 POINT OF
BEGINNING
NB9'59'38"W
C12 BEGINNING
Dena= 2'22'02"
90.83'
C11 v�
R=895.45' L=37.00'
C8"
I
Dim
237
N89 59 38"W 1g17,83'
Chord
00
v W
C7
N89'59'38"W 119.83'
I
I
N00'4103"W
3" ALUM. CAP
- 50.00'
-
_� I
WEST
HORSETOOTH ROAD
a' Rlcnr of-wnr
-fw 4�00
IN MONUMENT BOX
SOUTHEAST CORNER
-
S89'
SECTION 28-7-69
LS # 20123
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
Cl
1'32'21"
895.45'
24.05'
NO3'49'54"W
24.06
C2
91'52'03"
25.00'
40.OW
N44'04'20"E
35.93'
C3
0'57'10"
2105.17'
35.01'
NB6'49'57"E
35.01'
C4
88'07'57"
25.00'
38.46'
S45'55'40"E
34.7T
C5
134'39'07"
50.00'
117.51'
S22'40'05'E
92.2T
C6
45'20'53"
50.00'
39.5T
S67'19'55"W
38.56
C7
78'2747"
50.00'
68.4T
N50'45'45"W
63.26
C8
78'2747"
25.00'
34.24'
N50'45'45"W
31.62'
C9
91'53'00"
25.00'
40.OW
N44'04'20'E
35.93'
C10
134'39'OT'
28.00'
65.80'
S22'40'05"E
51.5T
C11
45'20'53"
28.00'
22.16'
S67-19-55-W
21.59'
C12
88'OT57"
28-W
43.07'
N45'W40"W
38.9V
LINE TABLE
LINE
LENGTH
BEARING
L1
47.13'
NOV 51' 41"W
L2
7.59
S88' 08' 19"W
L3
10.00'
NOV 51' 41"W
L4
7.50'
N88' 08' 19"E
L5
8.00'
S88' 08' 19"W
L6
49AW
S01' 51' 41"E
L7
37.96
S44' 39' 28"W
LB
30.1 V
N01' 51' 41"W
L9
22.12'
S06' 04' 50"E
(2) 100 0 100 Feet
( IN U.S. SURVEY FEET) 10D
1 Inch - 100 ft.
NORTHERN
ENGINEERING
NICKi YN.iYIAIH M4PN -ft
EXHIBIT A
A UTILITY EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
BRONS ON�SNREET
C5 L S89°59'41"E 160.01" C6
QQ�V • L3 C4 N89°59'41"W 158.50'
\ •ri � I I .
z�
Q
I
SILVER OAKS P.U.D. I I O Y
THIRD FILING
I�� I
I� I
W UTILITY EASEMENT
1S.F. 0.30 I a
0.307 AC.
J}
=o ,
l �ws
Ll`-- T
Cl
Lu
C2 I I I
lu
>:t
c3
in g N89°1IT57"E 357.27
S89°1857"W 366.29 /I C7
POINT OF
BEGINNING .7
WEST HORSETOOTH ROAD N00°41'03"W
1011' RIGHT-0E-WAY 50.00' '.KWA Gp
IN MONUMENT EOX
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
Cl
5°39'08"
896.45'
88.34'
NO3°31'15'W
88.30'
C2 ,
5'3836"
904.45'
89.09'
S03°30'59"E
89.06
C3
89*18,35,
6.00'
9.3V
N44"39'39"E
8.43'
C4
3°51'47"
2096AT
141.33'
S88°04'29"W
141.301
C5
3°51'16"
2105.1T
141.62'
N88°04'45"E
141.60'
29°59'29"
15.00'
7.86
S74°59'23"E
7.7 8'
LC6
LC7
89"18'35"
15.00'
23.38'
S44"39'39W
21.09
EOUTFEAEr CORNER
SECTION 28-7-119
LS • 201"
LINE TABLE
LINE
LENGTH
I BEARING
L1
9.00'
N84° 32' 06"E
L2
72.67"
NOW 00' 22"E
L3
9.01'
N01° 51' 41"W
l4
6.7T
S00° 00' 22"W
L5
73.19
S00" 00' 22"W
NORTHERN
too o too Feet ENGINEERING
(90 b.. N.�,,w 100 F1NNL 9/6t21A1!• FAG 910221A3E9 IN U.S. SURVEY FEET) 7.st0�IMC-RCebM •0l21 wwti�.
1 inch - 100 ft. i
Is
EXHIBIT B
SOUTH TAFT HILL ROAD GRANTED PROPERTY, LOCATED
IN THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
C1
I
\ 7.5V
I
� I1 DRAINAGE EASEMENT
I I
I �
1
alb
II
PROPOSED RIGHT TURN LANE
ADDITIONAL PROPERTY
I
I
-89° 57"W
SOUTH LINE OF THE SE 114
S28 T7N R69W
(BASIS OF BEARINGS)
— — — — —i
WEST
HORSETOOTH
ROAD
100' RIGHT-OF-WAY
I
PROPOSED PROPERTY
TO BE CONVEYED BY
GLOBAL VILLAGE ACADEMY
4,752 sq. f .
(
X y
,—C21
F
POINT OF
LL
y
W
.W
C2
60 0 60 Feet
( IN FEET )
1 Inch - 60 ft.
W I NORTHERN
ENGINEERING
1011WN11..�lYW.OII°l°C MgKi %°9iU19 IN6 °)°3]IAIM
k11°WR bbnl. l0°31 ��
5�
5
EXHIBIT B
PROPERTY CONVEYED FOR RIGHT TURN LANE, LOCATED IN THE
SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
\ 7.50' —4
I I
1 DRAINAGE EASEMENT 10
G)
to
W
1 W
J
wa
NW
g
5,805 sq. ft. —�
--69° 5rW
SOUTH LINE OF THE BE 114
S28 T7N R69W
(BASIS OF BEARINGS)
WEST L1
Y100HORSETOOTH
9ROAD
IGHT-OF-WAY
I
PROPOSED PROPERTY
TO BE CONVEYED BY
GLOBAL VILLAGE ACADEMY
4,752 sq.ft.
I
&o
"Z IG=O V
Line Table
LINE LENGTH BEARING
L1 19.50' S89'18-57 W
L2 588.03' 800°002M
I
I
I
I W#
X W
�Un
—C2 u. - 0 co
POINT OF
BEGINNING
!1E --- 4/
I
I
I
I W#
X W
�Un
—C2 u. - 0 co
POINT OF
BEGINNING
!1E --- 4/
C2
60 0 60 Feet
( IN FEET )
1 Inch - 60 ft.
INORTHERN
ENGINEERING
°°I IIw41Nr N�I.YY1°° llldKi yTI1t1A1! �Nh f)°t�lAl!°
F°IOMR °eb.0o ODiI �
x
HrL ( 8
AOORESS: PHONEa9]0.221.4158 Wm.nort: INORTHERN 200S. College Ave. Suite IO vw,nv.northernenginsering.com
ENGINEERING Fort Collins, Co M4 FAX: V0.221.4I59
DESCRIPTION. SOUTH TAFT HILL ROAD
A tract of land located in the Southeast Quarter of Section 28, Township 7 North, Range
69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, and
being more particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 28, as bearing South
890 18' 57" West and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89' 18' 5T' West,
56.88 feet; thence departing said South line, North 000 41' 03" West, 51.92 feet to the
POINT OF BEGINNING; thence, North 00° 00' 22" East, 641.21 feet to a point on the
West right-of-way line of South Taft Hill Road; thence along said right-of-way line and
along a non -tangent curve concave to the southwest having a central angle of 590 59' 29"
with a radius of 15.00 feet, an arc length of 15.71 feet and the chord of which bears South
29° 59' 54" East, 15.00 feet; thence, South 00' 00' 22" West, 615.24 feet; thence along a
curve concave to the northwest having a central angle of 60' 00' 00" with a radius of
15.00 feet, an arc length of 15.71 feet and the chord of which bears South 30" 00' 22"
West, 15.00 feet to the POINT OF BEGINNING.
The above described tract of land contains 4,752 square feet or 0.109 acres, more or less
and is subject to all easements and rights -of -way now on record or existing.
LMS
February 10, 2014
SASurvey 7obs\924-003\DescriptionsD24-003 ROW Legal 02-10-14.docx
uy� d F 2
EXHIBIT B
PROPERTY CONVEYED FOR RIGHT TURN LANE, LOCATED
IN THE
9 WEST
SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,ER �A.r,E OF COLORADO.
OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF
A�
I
7.50' 41 PROPOSED PROPERTY
' TO BE CONVEYED BY
\ GLOBAL VILLAGE ACADEMY
4,752 sq. ft.
1 DRAINAGE EASEMENT I
I }
3^ I
QR
I � �* I
w a0 I
I to U Z
qe Co L - -
a I
&a
J_ 3
U- I
= Q
I-" _
D
O cc
I
Cn
I
I
I
9�
og
wa
H
2>
5,805 sq. ft.
L2
— — — � c
Line Table
ILINE LENGTH I BEARING
I L1 19.50' S89°18'57"W
L2 W.03' S0000072"W
p Curve Table
CURVE DELTA RADIUS LENGTH BEARING CHORD
\ Z I
I C1 8961835" 15.00' 23.38' N44°39'39"E 21.09'
I� C2 29°1835 15.00' 7.6T S74°39'39"W 7.59'
J I
N_
/ I 60 Feet
—' S89°18'5TW I w 60 0
SOUTH LINE OF THE SE 1/4 I x OEEEEEEA
S28 T7N R69W ( IN FEET )
(BASIS OF BEARINGS) I :i w ~ �1 inch = 60 ft.
C1��
WEST L
HORSETOOTH
ROAD
100' RIGHT-OF-WAY
Z W
�; C2 U. — (n N O RT H E R
13 POINT OF ENGINEERING
BEGINNING m, „°„,,,,".,„,.,,�.t� '�L7 �a i1W °,°Z2IA159
gI 64.22' r.ncaa.o.e• °o°u .,....m...a•ws�•
kd rot-3
\
EXHIBIT B �`" A}, LOCATED
SOUTH TAFT HILL ROAD
IN THE SOUTHEAST 1/4 OF OF FORT COLLINN 28, TOWNSHIP 7 NORTH, S, S, COUNTY OF LARIM R, STTERANGE
OF THE 6th P.M., CITY OF COLORADO.
---- C1
I I
7.50'
� I
1 DRAINAGE EASEMENT l
i ao
U2
J 1,
Ow
J
I�
W
p Q
W U
o
IL
w !.
I�IV.:
lIv
aic
lz
I
PROPOSED RIGHT TURN LANE
ADDITIONAL 141�0 R'rOPWW'f
I�
l
S89'18'57"W I I
SOUTH LINE OF THE SE 114
S28 TTN R69W
(BASIS OF BEARINGS)
VVEST
o
J �'y
QI� r
tL _
V'I
as
F-
C' = o
mlw O
N iN
O
O i
O
i
PROPOSE
TO BEY
GLOBAL VILLAG CADEMY
4,752sq. ft. CIjmme � j�
Curve Table
CURVE DELTA
RADIUS LENGTH
BEARING
CHORD
C1 59'S929"
15.00' 15.71'
S29'59'54"E
15.00'
C2 80'00'00'
15.00' 15.71'
S30'00'T2 vV
15.00'
( N
X 60 0 60 Feet
0. m
I O n ( IN FEET )
C2 N i inch 60 ft.
I o�
,\ POINT OF -U)( NORTHERN
HORSETOOTH oi�,�'gEGIN
ROAD
100 RIGHT-OF-WAY
ENGINEERING
me rw:rw......sa ow waxc r+azeu�v rk no.v�.+in
NORTHERN ADDRESS: PHOHE:97D.221.4158 w w.nort:
200 $.College Ave. Suits www.northerner�gln�nng,com
ENGINEERING FartCoNms, CC W524 FAX: 970.221.4M_
U
DESCRIPTION: ADDITIOOr
NAL - FOR RIGHT TURN LANE
A tract of land located in the Southeast Quarter of Section 28, Township 7 North, Range
69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, and
being more particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 28, as bearing South
89°18'57" West and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89118'57" West,
64.22 feet; thence departing said South line, North 00°41'03" West, 50.00 feet to a point
on the North right-of-way line of West Horsetooth Road, said point being the POINT OF
BEGINNING; thence along said right-of-way line, South 89118'57" West, 19.50 feet;
thence departing said right-of-way line along a non -tangent curve concave to the
Northwest having a central angle of 89118'35" with a radius of 15.00 feet, an arc length of
23.38 feet and the chord of which bears North 44°3939" East, 21.09 feet; thence, North
00°00'22" East, 375.69 feet; thence, North 03°49'45" East, 179.98 feet; thence, South
00°00'22" West, 568.03 feet; thence along a non -tangent curve concave to the Northwest
having a central angle of 29118'35" with a radius of 15.00 feet, an arc length of 7.67 feet
and the chord of which bears South 74°39'39" West, 7.59 feet to the POINT OF
BEGINNING.
The above described tract of land contains 5,805 square feet or 0.133 acres, more or less
and is subject to all easements and rights -of -way now on record or existing.
MAK
February 3, 2014
SASurvey Jobs\924-003\Descriptions\924-003 ROW Legal 0 1-31-14.docx
U'hlt / '-F 2
7 i
SOUTHEAST 114 OF SECTION
OF THE 6th P.M., CITY OF FORT
EXHIBIT
OR RIGHT TURN LANE, LOCATED IN THE
28, TOWNSHIP 7 NORTH, RANGE 69 WEST
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
I
7.50' —I
I
\
\ I I
DRAINAGE EASEMENT
1
PROPOSED hY
GL B C
GLOBAL VILLAGE CAOEMY
4,752 sq. ft.
Calve
W
az
id
CL
C
Z
I0
0
a
mW
I
� a I
=o
�J
o�
a
�
LL
<a I
c�
o g
(F
o
a >
Im
ILL
I
la
I
L2
I
I
5,805 sq. ft.
Co
ti
w
s
Line Table
LINE
LENGTH
BEARING
L1
19.50'
S89.18'57"W
L2
568.03'
SOO'00122"W
Curve Table
[CURVE
DELTA
RADIUS
LENGTH
BEARING CHORD
C1
89"18*35"
15.00,
23.38'
N44-39-39-E 21.09'
C2
29"16'35"
15.00'
7.e7'
S74.39'39"W 7.59'
/ N
O
S89'18'57"W I x R 60 0 60 Feet
0
SOUTH LINE OF THE SE 114
S28 T7N R69W r3 ( IN FEET )
(BASIS OF BEARINGS) I i w r~i� N t inch = 60 (I.
C1 ZZugz
O � � O
WEST L1 1 C2 I MtUJI
o NORTHERN
b HORSETOOTH Qi8 POINT Of NE ENGINEERING
ROAD g� BEGINNING
100, RIGH'-OF-WAY g18i �, ,,., ," ..eia .wK,.•>u s nu:i..i�
INORTHERN
ENGINEERING
DESCRIPTION: EXHIBITS
A utility easement located in the Southeast Quarter of Section 28, Township 7 North, Range 69
West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, and being more
particularly described as follows:
Considering the East line of the Southeast Quarter of said Section 28, as bearing North 00000'22"
East and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89018'57" West, 83.72
feet; thence departing said South line, North 00141'03" West, 50.00 feet to a point on the North
right-of-way line of West Horsetooth Road, said point being the POINT OF BEGINNING;
thence along said right-of-way line, South 89018'57" West, 366.29 feet to a point on the East
right-of-way line of Silver Trails Drive; thence along said right-of-way line, North 00°41'41"
West, 91.95 feet; thence.along a curve concave to the West having a central angle of 5°39'08"
with a radius of 895.45 feet, an arc length of 88.34 feet and the chord of which bears North
03°31'l5" West, 88.30 feet; thence departing said right-of-way line, North 84°32'06" East, 9.00
feet; thence along a non -tangent curve concave to the West having a central angle of 5°38'36"
with a radius of 904.45 feet, an arc length of 89.09 feet and the chord of which bears South
03°30'59" East, 89.05 feet; thence, South 00°41'41" East, 82.96 feet; thence, North 89°18'57"
East, 357.29 feet; thence along a curve concave to the Northwest having a central angle of
89°18"35" with a radius of 6.00 feet, an arc length of 9.35 feet and the chord of which bears
North 44°39'39" East, 8.43 feet; thence, North 00°00'22" East. 375.99 feet; thence, North
03°49'45" East, 179.98 feet; thence, North 00°00'22" East, 72.67 feet; thence, North 89°59'41"
West, 158.50 feet; thence along a non -tangent curve concave to the South having a central angle
of 3°51'47" with a radius of 2096.17 feet, an arc length of 141.33 feet and the chord of which
bears South 88°04'29" West, 141.30 feet; thence, North 01051'41" West, 9.01 feet to a point on
the South right-of-way line of Bronson Street; thence along said South right-of-way line and
along a non -tangent curve concave to the South having a central angle of 3*51'l6" with a radius
of 2105.17 feet, an arc length of 141.62 feet and the chord of which bears North 88004'45" East,
141.60 feet; thence continuing along said South right-of-way line, South 89°59'41" East, 160.01
feet; thence, South 00000'22" West, 6.77 feet; thence along a non -tangent curve concave to the
Southwest having a central angle of 29059'29" with a radius of 15.00 feet, an arc length of 7.85
feet, and the chord of which bears South 74°59'23" East, 7.76 feet; thence, South 00000'22" West,
73.19 feet; thence, South 03049145" West, 179.98 feet; thence, South 00000'22" West, 375.69
feet; thence along a curve concave to the Northwest having a central angle of 89°l8'35" with a
radius of 15.00 feet, an arc length of 23.38 feet and the chord of which bears South 44°39'39"
West, 21.09 feet to the POINT OF BEGINNING.
Page 1 of: 3
301 N. Howes Street, Suite 100, Fort Collins, CO 80521 1 970.221.4158 1 www.northernenginearing.com
(NORTHERN
ENGINEERING
The above described easement contains 13,372 square feet or 0.307 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
MAK
April 4, 2014
SASurvey Jobs\924-003\Dwg\Exhibits\924-003 Easement A Description 04-04-14.docx
Page 2 of 3
301 N. Howes Street, Suite 100, Fort Collins, CO 80521 1 970.221.4158 1 www.northernengineering.com
EXHIBIT B
A UTILITY EASEMENT BEING A PORTION OF
THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
W
BRON, SON S STREET C5
S89'59'41 "E 160.01'
I!
N89059'41 "W 158.50'
II �
i{
SILVER OAKS P.U.D.
THIRD FILING Z
C1-�LU
II
it
I I 9' UTILITY EASEMENT —�
I 13,372 S.F.
0.30
0.307 AC.
I
lIL
1 \ o
\ Z
C2 I
hu
WEST HORSETOOTH ROAD
100'RIGHT-OF-WAY
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
77-77
C2
663V36'
904.45'
89.09'
S03'30'59wE
89.05'
C3
89'18'35"
6.00'
9.35'
N44'39'39"E
8.43'
C4
3'51'47"
2096.17'
141.33'
S88'04'29"W
141.3V
C5
3'51'16"
2105.17'
141.62'
N88'04'45"E
141.60'
C6
29'5929"
15.00'
7.85'
S74'59'23"E
7.76'
C7
89'18'35"
15.00'
23.38'
1 S44-39-39"W
21.09'
3.29'
POINT OF 1 C7
BEGINNING 7z
N00'41'03"W5�-
sa
50.00' 3.,wUM CAP
IN MONUMENT SOX
SOUTHEAST CORNER
SECTION 211-M
LS N 20123
LINE"TABLE
LINE
LENGTH
BEARING
L1
9.00'
N84' 32' 06"E
L2
72.67'
NOW 00' 22"E
L3
9.01'
NOV 51' 41 "W
L4
6.77'
S00' 00' 22"W
L5
73.19'
S00' 00' 22"W
100 0 100 Feet NCB
( IN U.S. SURVEY FEET) FMFat DANIbr96.K SWY,00
otlinti Colones 90621
1 inch = 100 ft.
t = I�
NORTHERN
ENGINEERING
FHOK; 970.221A159 FAX 970.221AIIN
www.a"Man.�aarinmm
3 0'3
NORTHERN
ENGINEERING
DESCRIPTION: EXHIBIT B
An emergency access and utility easement located in the Southeast Quarter of Section 28,
Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer,
State of Colorado, and being more particularly described as follows:
Considering the East line of the Southeast Quarter of said Section 28, as bearing North 00°00'22"
East and with all bearings contained herein relative thereto:
Commencing at the Southeast Corner of said Section 28; thence, South 89118'57" West, 450.00
feet; thence departing said South line, North 00141'03" West, 50.00 feet to a point on the East
right-of-way line of Silver Trails Drive; thence, along said right-of-way line, North 00%V41"
West, 91.95 feet; thence along a curve concave to the West having a central angle of 2°22'02"
with a radius of 895.45 feet, an arc length of 37.00 feet and the chord of which bears North
01°52'42" West, 37.00 feet to the point the POINT OF BEGINNING; thence along a curve
concave to the West having a central angle of 19271" with a radius of 895.45 feet, an arc length
of 24.05 feet and the chord of which bears North 03°49'54" West, 24.05 feet; thence departing
said right-of-way line, South 89°59'38" East, 85.96 feet; thence along a curve concave to the
Northwest having a central angle of 91°52'03" with a radius of 25.00 feet, an arc length of 40.08
feet and the chord of which bears North 44004'20" East, 35.93 feet; thence, North 01*51'41"
West, 47.13 feet; thence, South 88'08'19" West, 7.50 feet; thence, North 01°5F41" West, 10.00
feet; thence, North 88008'19" East, 7.50 feet; thence, North 01°5F41" West, 416.76 feet to a
point on the South right-of-way line of Bronson Street; thence along said South right-of-way line
and along a non -tangent curve concave to the South having a central angle of 0°57'10" with a
radius of 2105.17 feet, an arc length of 35.01 feet and the chord of which bears North 86°49'57"
East, 35.01 feet; thence departing said right-of-way line, South 01°51'41" East, 384.69 feet;
thence, South 88°08'19" West, 8.00 feet; thence, South 01°51'41" East, 49.49 feet; thence along a
curve concave to the Northeast having a central angle of 88°07'57" with a radius of 25.00 feet, an
arc length of 38.46 feet and the chord of which bears South 45°55'40" East, 34.77 feet to "Point
A"; thence, South 89°59'38" East, 150.83 feet; thence along a curve concave to the Southwest
having a central angle of 134°39'07" with a radius of 50.00 feet, an arc length of 117.51 feet and
the chord of which bears South 22°40'05" East, 92.27 feet; thence, South 44039'28" West, 37.95
feet; thence along a curve concave to the Northwest having a central angle of 45120'53" with a
radius of 50.00 feet, an arc length of 39.57 feet and the chord of which bears South 67°19'55"
West, 38.55 feet; thence, North 89059'38" West, 119.83 feet; thence along a curve concave to the
Northeast having a central angle of 78°27'47" with a radius of 50.00 feet, an arc length of 68.47
feet and the chord of which bears North 50°45'45" West, 63.25 feet; thence along a curve
concave to the Southwest having a central angle of 78°27'47" with a radius of 25.00 feet, an arc
length of 34.24 feet and the chord of which bears North 50045'45" West, 31.62 feet; thence,
North 89°59'38" West, 90.83 feet to the Point of Beginning.
Page 1 of 3
301 N. Howes Street, Suite 100, Fort Collins, CO 80521 1 970.221.4158 1 www.northernengineering.com
NORTHERN
ENGINEERING
Except; Commencing at aforementioned Point "A"; thence, South 06°04'50" East, 22.12 feet to
the POINT OF BEGINNING; thence, South 89°59'38" East, 148.48 feet; thence along a curve
concave to the Southwest having a central angle of 134°39'07" with a radius of 28.00 feet, an arc
length of 65.80 feet and the chord of which bears South 22°40'05" East, 51.67 feet; thence, South
44e39'28" West, 37.95 feet; thence along a curve concave to the Northwest having a central angle
of 45e20'53" with a radius of 28.00 feet, an arc length of 22.16 feet and the chord of which bears
South 67°19'55" West, 21.59 feet; thence, North 89°59'38" West, 117.83 feet; thence along a
curve concave to the Northeast having a central angle of 88°07'57" with a radius of 28.00 feet, an
arc length of 43.07 feet and the chord of which bears North 45°55'40" West, 38.95 feet; thence,
North 01°51'41" West, 30.11 feet; thence along a curve concave to the Southeast having a central
angle of 91e53'00" with a radius of 25.00 feet, an arc length of 40.09 feet and the chord of which
bears North 44e04'20" East, 35.93 feet to the Point of Beginning.
The above described easement contains 32,157 square feet or 0.738 acres, more or less and is
subject to all easements and rights -of -way now on record or existing.
MAK
April 4, 2014
S:\Survey Jobs\924-003\Dwg\Exhibits\924-003 Easement B Description 04-04-14.docx
Page 2 of I
301 N. Howes Street, Suite 100, Fort Collins, CO 80521 1 970.221.4158 1 www.northernengineering.com