HomeMy WebLinkAboutNIX POUDRE TRAIL EASEMENT LAND SURVEY PLAT - Filed LSP-LAND SURVEY PLATS - 2010-03-02LEGAL DESCRIPTICN - NIX Revised 8-24-79
A tract of land situate in the NE 1/4 of Section 18, Township 7 North, Range 68 West of the 6th P.M., Larimer
County, Colorado as shown on the adjacent plat Which ie heXeW,th incorporated into and made a part of this legal
description and which is more particularly described as follows:
Considering the West line of the NW 1/4 of said Section 18 as bearing S 0° 15, 41" g and with all bearings herein
relative thereto and commencing at the W 1/4 corner of said Section 18; thence N 86 23' 11" E 2573.84 feet to a
point on the northerly boundary of the Colorado and Southern Railroad right-of-way which point is also on the
westerly boundary of Pat parcel described in Book 1062, Page 85 of Larimer County records; thence along said
westerly boWx1ary N 0 18' 29" W 442.05 feet to the True Point of Beginning of the tract to be herein described;
thence S 58 26' 00" E 57.38 feet to the beginning of a 225.00 foot radius trangent curve concave northerly;
thence easterly a�o said curve to the left through a central angle of 450 40' 20" an arc distance of 195.06
feet; thence N 71 53' 40" E 135.73 feet to the beginning of a 75.00 foot radius tangent drurve concave north-
westerly; thence northeasterly along said curve to the left through a central angle of 50 23' 40" an arc
distance of 65.97 feet to a point of reverse curvature; thence along a 25.00 foot radius curve to the right
through a central angle of 55 40' 09" an arc distance of 24.29 feet to a point 50.00 feet southeasterly from and
at right angles to the southerly boundary of that parcel described in Book 1529, Page 126 of Lariuner County
records, thence parallel to said southerly boundary N 77° 10' 09" E 443.42 feet to the beginning of a 75.00 foot
radius tangent curve concave northwesterly; thence $long said curve to the left through a central angle of 1260
33' 06" an arc distance of 165.66 feet; thence N 49 22' 57" W 177.42 feet to the beginning of 100.00 foot
radius tangent curve concave northeasterly; thence along said curve to the right through a central angle of 32°
13' 25" an arc distance of 56.24 feet to a point on the westerly boundary of an East Larimer County Water District
easement described in Book 1211, Page 533 of Larimer County records; thence along said Westerly boundary N 170
09' 32" W 134.52 feet to the beginning of a 50.00 footd radius tangent curve concave southeasterly; thence along
said curve to the right throayh a central angle of 90 00' 00" an arc distance of 78.54 feet, thence N 720 50'
28" E 165.19 feet to a point on the southwesterly boundary of that parcel described in Book 534, Page 102 of
Larimer County records; them* along said southwesterly boundary N 69° 05' 31" W 270.64 feet; thence S 880 22'
03" W 84.10 feet; thence S 65 24' 24" W 59.40 feet; thence S 10° 13' 35" W 269.78 feet to a point on the north-
easterly boundary of that parcel described in Book 1529, Page 126 of Larimer County records; thence along said
northeasterly boundary S 62° 24' 26" E 216.19 feet and again S 49° 22' 57" E 287.00 feet to a point on the
southerly boundary of saidoparcel; thence along said southerly boundary and its westerly extension S 770 10, 09"
W 483.02 feet; thence S 21 30' 00" W 39.60 feet to the beginning of a 25.00 foot radius tangent curve concave
northwesterly; thence a�ong said curve to the right through a central angle of 560 23' 40" an arc distance of
21.99 feet; thence S 71 53' 40" W 135.73 feet to the beginning of a 175.00 foot radius tangent curve concave
northerly; thence along said curve to the right through a central angle of 49° 40' 20" an arc distance of 151.72
feet; thence N 580 26' 00" W 88.47 feet to the westerly line of that parcel described in Book 1062, Page 85 of
Iarimer County records; thence along said westerly line S 0 18' 29" E 58.88 feet to the Point of Beginning
containing 3.8733 acres of lard more or less.
0
g
N
W 1/4 Cor.
Sec. 18
Found Rabor
NW Corner
Sec. 18 T7N R68W
FowA Bras CsP
A. SCHNEIDER
1298/59
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3'll"E
(2573.42'
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195.
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S21° 30'
L� = 500 23' 40"
-
R = 25.00'
L = 21.99'
R
0 = 50° 23' 40°
R = 75.00'
L = 65.97'
I
i
l
Z R°t S 8W 2 r OrW- 84.10'
169g \ (84.27 Rec.)
ELCO WATER LINE EASEMENT
152-9/ 126
09
A = 550 40' 09"
R = 25.00'
L - 24.29'
REVISIONS 9-6-79 CITY OF FORT COLLINS, COLORADO
ENGI NEERING DIVISION
N 7T
No Pen Set
(Falls in river.) \ \
\
o \
\
a
�65
E
p = goo oo' oo"
R = 50.00'
L = 78.54'
ELCO 20' EASEMENT
BOOK 1211 PAGE 533
A = 32° 13' 25"
R - 100.00'
L s 56.24'
1 � 1
\ 1 0 = 1260 33' 06"
R = 75.00'
1 L = 165.66'
es \
46t 3 gt33 Ger 1
a -02 ' Tract 01 1
443.42 1 t+---ELCO WATER LINE EASEMENT
a" E 11 1
1 1
1
Surveyor's Certificate
I, Maurice E. Rupe1, a professional
engineer and lane surveyor under the
laws of the State of Colorado, certify
that the adjacent plat pprim: a
survey madb under my Golrecflon and
that the dimensions and monuments
shown thereon are correct to the
best of my knowledge.
4 Ga.
Malloid E Rupel
PE. & L.S. t110828 �� r� ti• r•
T. NIX
1062/85
LEGEND
a Set 5/8" Rebar IB;; Lonq With„Survey
Cap Marked LS f0828
° Found Rebar With Survey Cap Marked "LS 10725'
G Found 2 1&' Pipe PO.B. 534/102
1/4 Section Corner As Noted
® Section Corner As Noted
COLORADO MORTGAGE CO.
5 34/ 10 2
\68,
Cot.
'`OW\14
SCALE
0 50 100 feet
ROO )
`405230
SECTION 18 - 7 - 68
E. MULBERRY ST.
S 88° 53' 41"W 2568.5e
raced 1a01 R& SAlto Od09"W 2941-49'
(18.67CM G.L.O.)
8 7' 4"
�w
N
N
N
-
(20.000N G.L.O.)
M
5 -
id
N
N Se 57 18 E 2642.62' ei
1247.IS'
1321.49'
N
In
N
Ian
W
IA
a
�
M
0
I 4 .4 '
yI
21.4 '
2643.77'
N 890
0
1'
28" E
5212.69'
N
al
a;
a
N
3
N
-
to
ro
°
0
N
in
z
6-
0
N
(18.89CN G.L.O.)
(20.000H G.L.O.)
1250.16' 1323.63• N 8W 49' 28" E 2646.29•
N 890 31' 34" E 2573.79'
E. PROSPECT ROAO
Section breakdown from information supplied by
G. P Delgado
( Above breakdown accepted as a basis for this survey.)
d
a
D
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" DESIGNED: DRAWN: "APPROVED: v ('rNO-,".os E. Y/rr,TR. f .voice vlx) v
D.A.J. C.S. SHEET 1 -
POUDRE TRAIL
SCALE: n BOOK: CHECKED: DATE: NE I/4 of sec. 18 T7N R68W OF 1
H-O/ 3