HomeMy WebLinkAboutSPRING CREEK TRAIL CSU RESEARCH FOUNDATION TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-02-23Al. 890 47'46" W.
N. SEC. 23 FOUND
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SEC. 23
t3HJ/3 yr BEARINGS V 2653.67 NE CORNER SEC.23 surveyor's Certificate
SET 5/8" REBAR w/ CAP SECTION 23 T 7N R69W -
FROM STATE H /G H WAY D EPT R.O. W. MAP L, Maurice E. Rupel, a professional engineer and land surveyor under the laws of the State of
PROSPECT ROAD Colorado, certify that the adjacent plat portrays a survey made under my direction and that
L -ND
N $90 ti8 v7'W 2555 N 09'v7' 46" w 2633.6T the dimensions and m n mlen�thereon are correct to the best of my knowledge.
SET S/8" REBAR /8"LONG WITH
Q = 32 °2553 "
R=212.50'
L-120.28'
172.11
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N.89°32'14"E. 172.1/ 4-
A=320
25 53 8 °
R- 187.50 ' LP
L=106. I3'
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Q=21°3T/9"
II R= 372.50 "
vl L=140.57'
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A= 14019'03'1
R- 647. 50'
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Q= 44°2004
R= 72.50"
L=56./O'
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Q=14'19'03"
R= 672.50'
L =168- 05'
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R = 475'
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L=36.75`
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L = 144.S1'
Q = 44 °15 00"
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L=110.07'
E4 SEC. 23
FOUND PK NA/4.1 CORNER RECORD
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S 89'7q'000E 2&T,474' S 89°53'23 E
DRAKE RDAD
A=24 040'45 "
R=237.50'
L= 102.30'
A.=24°4045"
R= 262.50'
L=113.07 '
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SCALE 800K
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APPROVED
CHECKED' DATE:
Maurice E. Rupe
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2652 36'
22-3.36'
Y.E. & L.S. #10828
A=40°0805"
R=87.50'
L=61.29'�
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223.36 „ Lp62°
A=40°0805
f?= 62.50 '
L =43. 78' ���'19
6-1
0 = 34 00/30
R = 237.50'
L=141.06
A=34001'50'1
R= 262.50'
L=155.9/'
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S. 83°10'07 "W
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Colorado State University Research Foundation
Two easements for the purpose of a pedestrian --bicycle trail situate in the S 1/2 of the NE 1/4
of Section 23, Township 7 North, Range 69 West of the 6th P.M., Larimer County, Colorado as shown
on the adjacent plat which is herewith incorporated into and made a part of this legal description
and which are more particularly described as follows -
Tract 1: A 25 foot wide easement along the southerly side of Arthur's ditch which is 25'northerly
of and at right angles to the following described southerly sideline. Considering the North line
of the NE 1/4 of said Section 23 as bearing N 89° 47' 46" W and commencing at the N 1/4 corner
of said Section 23; thence along the West line of said NE 144 S 00 097 21" E 2171.11 feet to a
point on a 102.50 foot radius curve whose center bears N 18 12' 57" E, said point being the
True Point of Beginning of the sideline to be described herein; thence southeasterly along said
curve to the left through a central angle of 180 401 43" an arc distance of 33.42 feet; thence
N 890 32' 14" E 172.11 feet to the beginning of a 187.50 foot radius tangent curve concave
southerly; thence along said carve to the right through a central angle of 320 251 53" an arc
distance of 106.13 feet; thence S 580 01' 53" E 139.13 feet to the beginning of a 212.50 foot
radius tangent curve concave northerly; thence along said curve to the left through a central
angle of 440 151 00" an arc distance of 164.,12 feet to a point of reverse curvature; thence along
a 262.50 foot_ radius curve to the right through a central angle of 240 01' 30" an arc distance
of 110.07 feet; thence S 780 15' 23" E 126.15 feet to the beginning of a 262.50 foot radius
tangent curve concave northerly; thence along said curve to the left through a central angle of
240 40' 45" an arc distance of 113.07 feet; thence N 770 031 5211 E 223.36 feet to the beginning
of a 62.50 foot radius tangent curve concave southerly; thence along said curve to the right
through a central angle of 400 081 05" an arc distance of 43.78 feet; thence S 620 48' 03" E
115.96 feet to the beginning of a 262.50 foot radius tangent curve concave northerly; thence
along said curve to the left through a central angle of 34° 011 50" anarc distance of 155.91
feet; thence N 830 101 07" E 29.54 feet to the beginning of a 372.50 foot radius tan9ent curve
concave northerly; thence along said curve to the left through a central angle of 21 37° 19"
an arc distance of 140.57 feet to a point of compound curvature; thence along a 672.50 foot
radius curve concave northerly to the left through a central angle of 14° 19' 03" an arc distance
of 168.05 feet; thence N 47° 13' 45" E 45.50 feet to the beginning of a 47.50 foot radius
tangent curve concave southeasterly; thence along said curve to the right through a central angle
of 440 20' 04" an arc distance of 36-75 feet to the terminus of the southerly boundary. The
northerly boundary of said 25' easement is to be extended northwesterly to terminate at a point
on the west line of the NE 1/4 of said Section 23 and said 25' easement contains 1.1043 acres,
more or less. Also the following described easements
Tract 2: Considering the North line of the NE 1/4 of Section 23, Township 7 North, Range 69 West
oT ac-t 6th P.M., Larimer County, Colorado, as bearing N 890 47' 46" W and with all bearings
contained herein relative thereto and commencing at the E 1/4 corner of said Section 23; thence
N 580 14' 50" W 907.17 feet to a point on the westerly boundary of the Colorado and Southern
Railroad said point being the True Point of Beginning of the tract to be herein described;
thence N 880 26' 11" W 80.34 feet to the terminal point of the previously described southerly
boundary; thence N 10 33' 49" E 25.00 feet; thence N 300 22' 16" E 138.38 feet to a point 25.00
feet from and at right angle to the westerly boundary of the Colorado and Southern Railroad;
thence parallel with said Westerly boundary N 60 01' 39" E 185.69 feet; thence S 830 581 21" E
25.00 feet to a point on the westerly boundary of the Colorado and Southern Railroad; thence along
said Westerly boundary S 60 011 3911 W 330.44 feet to the Point of Beginning containing 0.3021
acres of land more or less, all as shown on the adjacent plat which is herewith incorporated into
and made a part of this legal description.
SPRING CREEK TRf7IL
COLORADO STATE UN/VER51Tr RESEARCH FOUNDATION
i
S 89'7q'000E 2&T,474' S 89°53'23 E
DRAKE RDAD
A=24 040'45 "
R=237.50'
L= 102.30'
A.=24°4045"
R= 262.50'
L=113.07 '
V �dl Vl1L4/ Vv♦r. vv a�
DA. J. ; 74-A-
SCALE 800K
1"=50'
S.1 ° p3 5� W
T
7' ,cRE:
1p43 „
N• 7 � 0003,5
E
APPROVED
CHECKED' DATE:
Maurice E. Rupe
W
3
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J
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i Ld
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W O
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0
2
2652 36'
22-3.36'
Y.E. & L.S. #10828
A=40°0805"
R=87.50'
L=61.29'�
'1'62 °
Ste .
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!
223.36 „ Lp62°
A=40°0805
f?= 62.50 '
L =43. 78' ���'19
6-1
0 = 34 00/30
R = 237.50'
L=141.06
A=34001'50'1
R= 262.50'
L=155.9/'
I
IIw
I�
1 �
I v
II
S. 83°10'07 "W
rL'9.54
N1,83010 07E.
29.6-4,
I
IiZ
1
I
1
Colorado State University Research Foundation
Two easements for the purpose of a pedestrian --bicycle trail situate in the S 1/2 of the NE 1/4
of Section 23, Township 7 North, Range 69 West of the 6th P.M., Larimer County, Colorado as shown
on the adjacent plat which is herewith incorporated into and made a part of this legal description
and which are more particularly described as follows -
Tract 1: A 25 foot wide easement along the southerly side of Arthur's ditch which is 25'northerly
of and at right angles to the following described southerly sideline. Considering the North line
of the NE 1/4 of said Section 23 as bearing N 89° 47' 46" W and commencing at the N 1/4 corner
of said Section 23; thence along the West line of said NE 144 S 00 097 21" E 2171.11 feet to a
point on a 102.50 foot radius curve whose center bears N 18 12' 57" E, said point being the
True Point of Beginning of the sideline to be described herein; thence southeasterly along said
curve to the left through a central angle of 180 401 43" an arc distance of 33.42 feet; thence
N 890 32' 14" E 172.11 feet to the beginning of a 187.50 foot radius tangent curve concave
southerly; thence along said carve to the right through a central angle of 320 251 53" an arc
distance of 106.13 feet; thence S 580 01' 53" E 139.13 feet to the beginning of a 212.50 foot
radius tangent curve concave northerly; thence along said curve to the left through a central
angle of 440 151 00" an arc distance of 164.,12 feet to a point of reverse curvature; thence along
a 262.50 foot_ radius curve to the right through a central angle of 240 01' 30" an arc distance
of 110.07 feet; thence S 780 15' 23" E 126.15 feet to the beginning of a 262.50 foot radius
tangent curve concave northerly; thence along said curve to the left through a central angle of
240 40' 45" an arc distance of 113.07 feet; thence N 770 031 5211 E 223.36 feet to the beginning
of a 62.50 foot radius tangent curve concave southerly; thence along said curve to the right
through a central angle of 400 081 05" an arc distance of 43.78 feet; thence S 620 48' 03" E
115.96 feet to the beginning of a 262.50 foot radius tangent curve concave northerly; thence
along said curve to the left through a central angle of 34° 011 50" anarc distance of 155.91
feet; thence N 830 101 07" E 29.54 feet to the beginning of a 372.50 foot radius tan9ent curve
concave northerly; thence along said curve to the left through a central angle of 21 37° 19"
an arc distance of 140.57 feet to a point of compound curvature; thence along a 672.50 foot
radius curve concave northerly to the left through a central angle of 14° 19' 03" an arc distance
of 168.05 feet; thence N 47° 13' 45" E 45.50 feet to the beginning of a 47.50 foot radius
tangent curve concave southeasterly; thence along said curve to the right through a central angle
of 440 20' 04" an arc distance of 36-75 feet to the terminus of the southerly boundary. The
northerly boundary of said 25' easement is to be extended northwesterly to terminate at a point
on the west line of the NE 1/4 of said Section 23 and said 25' easement contains 1.1043 acres,
more or less. Also the following described easements
Tract 2: Considering the North line of the NE 1/4 of Section 23, Township 7 North, Range 69 West
oT ac-t 6th P.M., Larimer County, Colorado, as bearing N 890 47' 46" W and with all bearings
contained herein relative thereto and commencing at the E 1/4 corner of said Section 23; thence
N 580 14' 50" W 907.17 feet to a point on the westerly boundary of the Colorado and Southern
Railroad said point being the True Point of Beginning of the tract to be herein described;
thence N 880 26' 11" W 80.34 feet to the terminal point of the previously described southerly
boundary; thence N 10 33' 49" E 25.00 feet; thence N 300 22' 16" E 138.38 feet to a point 25.00
feet from and at right angle to the westerly boundary of the Colorado and Southern Railroad;
thence parallel with said Westerly boundary N 60 01' 39" E 185.69 feet; thence S 830 581 21" E
25.00 feet to a point on the westerly boundary of the Colorado and Southern Railroad; thence along
said Westerly boundary S 60 011 3911 W 330.44 feet to the Point of Beginning containing 0.3021
acres of land more or less, all as shown on the adjacent plat which is herewith incorporated into
and made a part of this legal description.
SPRING CREEK TRf7IL
COLORADO STATE UN/VER51Tr RESEARCH FOUNDATION
i