HomeMy WebLinkAbout1134\ I
SHEET 5 -� \\ P-
491.16' 491.16'
e River N 89°56'50" E ` - - \\ - L=57.85 \
hl� res - - - - \\- - - lean=28.94 I \
.'1a 1 (✓ / ' \ \ R=156.30
=756.30 -\
�1WESTERN SLOPE GAS //�' \ �\ / (\
N a COMPANY EASEMENT
50.00 FEET WIDE
BOOK 201 PAGE 105
[SEE DETAILS ON SHEET 411 White River
1a //"
762
_--------------- ' i f ;� - ��, .00� \\ \ \ National Forest
NN
--------------
;/
FOUND 2-1/2" BRASS G.L.O. MONUMENT AT THE
SOUTHWEST CORNER OF SECTION 36,
TOWNSHIP 5 SOUTH RANGE 81 WEST, 6TH P.M. I \ EXISTING ACCESS
\\ �\ ROAD FOR TOWN
OFMINTURNWATER DIVERSION -\�-� ��// /' ' i' \ \\ \ UNION PACIFIC \
STRUCTURE AND TREATMENT RAILROAD
PLANT. (NO DEED FOUND)
/ \ \
L=240.84 \�
Chord=236.48 Chord Bearing = S49°52'48"W \
_- - - - - _ �_
Tan= 125.00 A=37°51'49" \ \ 3 \
TOWN OFMINTURN __--_____--- , ' / / // R=364.44
WATER PIPELINE EASEMENT L=228.45 o
\ \ ' \� . \
10.00 FEET WIDE
BOOK 140 PAGE 175 / , f Tan=114.29 \ �\ \ \ \ \N W.R.N.F. \
���` V _ (SEE DETAILS ON SHEET 4) ` / // / , A-4°38,00„ \
rr ��° _ .. - / R=2825.00 \ ^\ \ \ . \ . .� �o CDOT R.O.W. \
�\
C0 , 1 ' ,/ // \\ \ \ \ :� S89°38'32"E \
���
m J Cre _ /moo, \ \
\ Cross \ NELSON ADDITION\ N89°58'35"E _ 41.61' `4.62'
�- ✓ _ / ,, °y0 ^ry / \ \ \ Y l - - - 1.4' W.C. -PLS 28036 6
' ` H.E.S. 46 2273.90' S 89°38'32" E \
// �,5o ryry / \ \ SOUTH a COR.P.SOFTHON 36 ES 46 v
U U REFERENCE MONUMENT - - "' / 1 I / / \ \ \ _ \ STONE A.P.2 OF HES 46 v \sc� `
U U FOUND N27°42'04"W 6.25' i �� / J / J
i i \ E
FROM RECORD CORNER / / EAGLE COUNTY SCHOOL DISTRICT RE 50J ACCESS AND UTILITY .
\ EAST BOUNDARY OF HES 46
/ � � / � � EASEMENT 50.00 F
BOOK 424 PAGE 97EET WIDE � \\\\\ \-.\ \ ' N��„`s°;
JNOTE: \ S89°05'28"E\(�
\ \ 1 EWATERTREATMENTOLIMITS OF AREA DHORTHE \ �...-...-...-40.02'
1. EASEMENT DESCRIPTION CONTAINS AN ERROR OF CLOSURE � \ 40.02'
OF APPROXIMATELY 10.47 FEET. \ \ CONSOLIDATED TAILINGS PILE (CTP) �.
1 \ \
THE E MINE
2. CURVES CONTAINED IN EASEMENT DESCRIPTION ARE DISCHARGE AND THE ASSOCIATED ON�ti 'w
3-1/4" USDA CAP FOUND \ I ^ { / / NON -TANGENT CURVES, AND THEREFORE CHORDS AND \ \ g0 O
T l CHORD BEARINGS ARE PROVIDED HEREON. INFRASTRUCTURE AND
RS02'1 1'02"W ECORD CORNER ROM / _ i ,% _ \ �.� / / / CDOT RIGHT-OF-WAY PER i i ^ \A \ `- APPURTENANCES. THESE USES
L=127.73 v j \ MAY BE PERMITTED IN/
„ /.. BOUNDARY AGREEMENT \\ \ ACCORDANCE WITH THE
Tan 69,00 A=53'44'1 h6earing = SO4°04'44"W RECEPTION NUMBER: 201812787 \ REVISED CONSENT DECREES
NELSON ADDITION �, I R=136.19 RECORDED: JULY 7,2018 i RECORDED IN BOOK 445
BOOK 131 PAG E 76 �. i 1 \ \ \ AT PAGES 683 AND 684.
\ RECORDING DATE: 2-19-1946 I \ \\\
\\ .\ a \\ \
\ I S64°45'27"W
I 25.02' \\ \ Ncp \ \\ \ J
\ \ \\
LQLI.
cPo \ \ \
/ L=21.31 O cp
z - : Chord=21.31 Chord Bearing = N20°39'16"W \
O a) y / Tan=10.66 A=3'52'534 \\ �a \ \ \LU
\ \\ \ \ Q
p�� h^�
Ul p ^ �� LIJ
90
IV \ W
CO
L=354.02 \ \\\ 1
'
Chord -338.20 Chord Bearing = N07°04'35"E
L=233,25 '�/� Tan -19500 A=59'44'00"
--_�-- -- -- -- -- -- -- -- -- -- -- -- -- Chord=230.74 Chord Bearing = NO2°48'06"E �r-- -- -- R=339_57 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -� \\
-- -- - -- -- -- -- -- -- -- -- - -- SHEET 6 -- -- -- -- �Tan=119.210=29°10'48" R=458.00 T-- -- - I
21
AREA OF APPARENT ENCROACHMENT I \ \ \\ \
OUTSIDE OF DESCRIBED EASEMENT
SHEET 5 �/ \
r L23 \ \
L=69.32
Chord=69.18 Chord Bearing = N30°37'48"E
Tan=34.80 4=14"
/ - R==31314.5.57 476
1-1/2" ALUMINUM CAP P.E./P.L.S.23089
FOUND
S53°03'25"E �.'/ FROM RECORD PROPERTY CORNER
I \
25.00' // / � / 47,
z
C)CD
/ \ \
0 CID
Ni C.0 - - - \ // /1 S 00°10'02" W .\ \
CD / IRON PIPE MARKED AS "COR. 1 RE50J
SHEETIS
S 89°38'32" E
41.61'
SET 1.4' WITNESS CORNER
PE & PLS 28036
FOUND ORIGINAL STONE MONUMENT
AT ANGLE POINT NO. 2 OF H.E.S. 46
\
a7 �.. '' ._ LEASE" FOUND S27°24'41"W 1.78' �// 77.04'
FROM RECORD PROPERTY CORNER
- - - - - - - - - -
� 420.19' � -.._. �. v ---'/=�/------ 2273.90' ------ /
S 89°58'35" W / h /,' N 89°58'35" E I \ L10
BASIS OF BEARING I \ I \ \ I
j0 ry ry/
/ ' �O %y FOUSOUTH QUARTER CORNER OF�SECTION 36,
TOWNSHIP 5 SOUTH RANGE 81 WEST, 6TH P.M. \� T
/ _ / AND ANGLE POINT NO. 1 OF H.E.S. 46
J / POINT OF BEGINNING: / // t9. ' 9
/ FO U N D 2-1/2" BRASS G. L.O. MON U MENT AT THE
tS�, \ \
SOUTHWEST CORNER OF SECTION 36,
\ \
f _ TOWNSHIP 5 SOUTH RANGE 81 WEST, 6TH P.M.
H.E.S. No. 46 L=138.12
Chord=136.34 Chord Bearing = N52°54'43"E /
PATENT DATE: 5-16-1912 /
r Tan=70.910=31°56'10"
R=247.80
v \y/
i
H.E.S. No. 46 o L=loans �N� • //
EXCEPTION P Chord=102.34 Chord Bearing = S46°40'10"M 568 52A2
BOOK 380 PAGE 574 Tan=55.274=44°25'11" 2Aa
°p R=135.37
�_.
RECORDING DATE: 313-1984 p
z
/ N
1-1/2" ALUMINUM P
CAP .L.S. 40695 / , S,
FOUND CAP '25"E 1.49'
FROM RECORD PROPERTY CORNER VSs° AREA AFFECTED BY RESOLUTION NO. / / / O LIMITS OF AREA UTILIZED FOR THE CONSOLIDATED TAILINGS PILE (CTP), THE
rn 77/`?yq" 85-16 OF THE EAGLE COUNTY BOARD v WATER TREATMENT OF THE MINE DISCHARGE AND THE ASSOCIATED
SSS,, AY OF COUNTY COMMISSIONERS AS RECORDED INFRASTRUCTURE AND APPURTENANCES. THESE USES MAY BE PERMITTED IN
IN BOOK 407 PAGE 293 / / \ ACCORDANCE WITH THE REVISED CONSENT DECREES RECORDED IN BOOK 445
AT PAGES 663 AND 684.
/ / 1
N5 3
3
e 33.08.08''
4�1COUNTY SURVEYOR'S CERTIFICATE
��j�� Deposited this day of 120&, at 1*.10 m. in
/ Book, of the Eagle County Surveyor's Land Survey Plats/Rights-
of -Way Surveys at Pagea?)q. This Land Survey Plat complies witl
1 L=88.13 i Section 38-51-102, of the Colorado Revised Statutes.
q) Chord=87.22
100 0 100 200 300 ?8q, Chord Bearing = N38°43'55E
Tan=45.00 A=28°3243"
�4 R=176.89 L=115.38
a
'
^
' V 5` 3¢ N53°00'19"E / / Chord=114.92
`9° 8' 26 94' / / Chord Bearing = S15°35'42"W
LEGEND
LINE TABLE
KEY MAP
LINE
LENGTH
BEARING
L1
89.26
N45°22'48"W
L2
45.47
N57°44'10"W
L3
47.88
N13°41'23"W
L4
57.07
N85°56'06"W
L5
206.34
N05°42'02"W
L6
11.32
N24°52'52"W
L7
40.30
N44°07'28"E
L8
224.13
N27°31'52"W
L9
118.34
N28"09'52"W
L10
40.02
N89005'28"W
L11
31.02
S50004'35"W
L12
147.73
N26°49'10"W
L131
40.70
N58054'50"W
L14
134.26
N4701 1'00"W
L15
79.36
S54°39'37"W
L16
79.33
N67001'14"W
L17
117.82
N47°06'21"W
L18
58.46
S23025'17"W
L19
110.93
N71001'44"W
L20
110.79
N57002'09"W
L21
79.97
S79014'20"W
L22
127.05
S55050'15"W
L23
90.28
S78°41'42"W
L24
115.10
S63036'10"W
L25
445.94
S36054'37"W
L26
88.02
S47°00'01"W
L27
126.17
S57049'57"W
L28
60.07
S15"35'00"W
L29
31.79
S24°02'38"W
L30
35.87
S37000'28"W
L31
41.10
S20041'33"E
L32
44.45
SO4°03'05"W
L33
71.60
S01"32'56"W
L34
55.83
S00037'48"E
L35
80.54
S05°34'47"W
L36
130.60
S02°21'27"E
L37
34.72
N28°40'21"W
L38
154.82
N21"25'58"W
L39
123.05
S80°52'16"W
L40
34.84
S09°07'44"E
L41
94.99
N80°52'16"E
L42
127.95
S21°25'58"E
L43
46.85
S25°19'05"E
LEGEND
'103 "
/ //
KEY MAP
\\ \\\ \
CURVE
LENGTH
RADIUS DELTA
\
CHORD BEARING
C1
56.06
155.24 20°41'32"
55.76
S24°25'23"W
C2
112.55 59°39'01"
111.96
N04°56'38"E
0.0J
V
FOUND 2-1/2" BRASS G.L.O. MONUMENT
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OMMW
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® FOUND 1-1/2" ALUMINUM MONUMENT
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\ \ \\ \
WITH P.L.S. AS NOTED
NOTICE: According to Colorado law you MUST commence any legal action
based upon any defect in this survey within three years after you first discovered
such defect. In no event, may an action based upon any defect in this survey be
commenced more than ten years from the date of the certification shown hereon.
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\ \\\ \
FOUND 3-1/4" ALUMINUM U.S.D.A. OR
t-
SHEET 4
/ / L4
\
CDOT MONUMENT AS NOTED
�Z
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FOUND UNMARKED REBAR
\ \\\ \
® FOUND ORIGINAL STONE MONUMENT
= m
\ \ \
• SET 1-1/2" ALUMINUM MONUMENT PE &
O
SH 6
PLS 28036
0
• END OF LINE SEGMENT OR ARC -
\ \ \ \\
PROVIDED FOR DIMENSIONING
\
PURPOSES ONLY - NO MONUMENT SET
\ \
I \
FOUND CDOT TYPE 1 RIGHT-OF-WAY
z
! C2 \ \
MARKER
; \
O
SET 2" ALUMINUM MONUMENT, PE & PLSTJ
> P \
#28036
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GRAPHIC SCALE IN FEET
1 INCH = 100 FEET�
'103 "
/ //
Tan=58.15A=17°43'43"
R=372.87
CURVE
LENGTH
RADIUS DELTA
CHORD LENGTH
CHORD BEARING
C1
56.06
155.24 20°41'32"
55.76
S24°25'23"W
C2
112.55 59°39'01"
111.96
N04°56'38"E
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WW
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NOTICE: According to Colorado law you MUST commence any legal action
based upon any defect in this survey within three years after you first discovered
such defect. In no event, may an action based upon any defect in this survey be
commenced more than ten years from the date of the certification shown hereon.
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S23s• i -
I
L41 _.. \ \ \ I
\ i117.181
\. r 1-1/2" ALUMINUM CAP P.L.S. 11204
\ w� i FOUNDN25'34'20"E 0.51'
` FROM RECORD PROPERTY CORNER
t-
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CURVE TABLE
CURVE
LENGTH
RADIUS DELTA
CHORD LENGTH
CHORD BEARING
C1
56.06
155.24 20°41'32"
55.76
S24°25'23"W
C2
112.55 59°39'01"
111.96
N04°56'38"E
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