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SHEET 5
I 491.16'
er N 89°56'50" E - �\ \ - - - L=57.85
lean=28.94
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WESTERN
COMPANY
COMPANY EASEMENT / / / // // -
50.00 FEET WIDE
BOOK 201 PAGE 105 _ -� / \\
[SEE DETAILS ON SHEET 41
White River \
0 c9 \ I \\
s o \\\ \ National Forest \
---------------
FOUND 2-1/2" BRASS G.L.O. MONUMENT AT THE \
WEST QUARTER CORNER OF SECTION 36, I \ \ \\� \ EXISTING ACCESS -� -/ // 1 / �' /
TOWNSHIP 5 SOUTH RANGE 81 WEST, 6TH P.M. \ \ UNION PACIFIC
�\ \� ROAD FOR TOWN /-/ ' � � \
0 F MINTURN WATER DIVERSION
/ \ \\\ i RAILROAD
\ --
\ �\ STRUCTURE AND TREATMENT
l \
PLANT. (NO DEED FOUND)
L=240.84 \ Z \ \
Chord=236.48 Chord Bearing = S49°52'48"W \ \ \
_ - - - - - - - - - - Tan=125.00 A=37°51'49" \ \ l
-� _--- R=364.44 \\ \\\
N OF MINTURN
/ / L=228.45 \ \ o \
WATER PIPELINE EASEMENT - / j / o W. R. N. F. \
Tan=114.29 \ \ I \ \ \ \Na W \\ \
_ _ ' ^ _ \ 10.00 FEET WIDE S / //
_ BOOK 140 PAGE 175
- l / A=4
038100"
ILS ON SHEET 4) `- / /
(SEE DETAILS \\^ \ \ \ Q\ n \\ E
� / �'_i CDOT R.O.W.
R=2825.00 \ \\ \ wV s89°38'32„ \
i _ NELSON ADDITION\_ N89°58'35"E 41.61' \4'62
_� Creek J - // // ' \\ \ \ _ �� \ H.E.S. 46\ 2273.90' S 89°38'32" E \
F: r J - \ C O" _ J -� // SOUTH 4 COR. SECTION 36 Q�
o� \ \ i� AP. OF HES 46 1.4' W.C. - PLS HES 46 �
O I O �.� r ✓ 1 .. 1 I / J // �`o /// \ \\ \ • \ \ STONE A.P.2 OF HES 46
/ " / / i \ EAST BOUNDARY OF HES 46. \Ni�y°
o 0 REFERENCE MONUMENT �� / J / / // EAGLE COUNTY SCHOOL DISTRICT RE 50J ACCESS AND UTILITY \ \ \ �� 1 \._\ N�\wme.
c N FOUND N27°42'04"W 6.25' i - _EASEMENT 50.00
FROM RECORD CORNER / \ I % // / // BOOK 424 PAGE g77ET WIDE \ \ \ - - \
\ S89°05'28"E
/ / \ \ LIMITS OF AREA UTILIZED FOR THE \ i - -
`- NOTE: i \ \ `� \ 40.02'
EASEMENT DESCRIPTION CONTAINS AN ERROR OF CLOSURE i \ CONSOLIDATED TAILINGS PILE (CTP), Vii. F
OF APPROXIMATELY 10.47 FEET. \ \ \ THE WATER TREATMENT OF THE MINE
/ f / 2. CURVES CONTAINED IN EASEMENT DESCRIPTION ARE \ \ DISCHARGE AND THE ASSOCIATED
\ INFRASTRUCTURE AND
_ J " / NON -TANGENT CURVES, AND THEREFORE CHORDS AND
/ / \ \ \ ~ APPURTENANCES. THESE USES �\
3-1/4" USDA CAP FOUND / - 1 -, I � . *J \ CHORD BEARINGS ARE PROVIDED HEREON. CDOT RIGHT-OF-WAY PER ' \ -
' \ MAY BE PERMITTED IN
S02'1 1'02"W 0.44' FROM / L=127.73 BOUNDARY AGREEMENT I \\ \ ACCORDANCE WITH THE
RECORD CORNER \ 1 1. y - /. _ - / Chord=123.10 Chord Bearing = SO4°04'44"W \ \ REVISED CONSENT DECREES
I / Tan=69.00 0=53°44'12" RECEPTION NUMBER: 201812787 \ RECORDED IN BOOK 445
. - I RECORDED: JULY 7,2018
i
- I NELSON ADDITION \ I 1 R=136.19 i �• \ \ AT PAGES 683 AND 684.
BOOK 131 PAGE 76
/ - RECORDING DATE: 2-19-1946 1\ \\ \\ \
\ \
I61.\ \\ \
S64°45'27"W\\�� \ \ \\ \ =
\ i 25.02' \\ \ \\ �o \ \\ \
Chord=21.31 Chord Bearing = N20°39'16"W
Tan=10.66 A=3°52'53"
\ \ \ \ \ \ 4
R=314.57
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L=354.02 i \
i ✓J II Chord=338.20 Chord Bearing = N07°04'35"E \
-- -- -- -- --
Tan=19.21129° O'48R=458.00 -- -- -- -- -- -- -
CR=339.57-- --
L=233.25 I Tan=195.00 A=59°44'00" , \
~ _�__ -�- '- -- -- -- -- -- -- -- -- -- -' -- hord=230.74 1D' --'r -- -- -- -- -- -- -- -- _ -- T
hord Bearing_ ✓�
---�- SHEET 6 _
AREA OF APPARENT ENCROACHMENT
OUTSIDE OF DESCRIBED EASEMENT f I i 1120
ill
I ` I SHEET 5 L -- -- _-- -- -- -- -- --
I_ -- -- -- -- -- - - ---
L=69.32
\ \\
/ Chord=69.18 Chord Bearing = N30°37'48"E
Tan=34.801=12°3733"
R=314.57 / / i . (7q \
1-1/2" ALUMINUM CAP P.E./P.L.S. 23089 \ \\\
FOUND N15°28'24"W 3.20' FROM RECORD PROPERTY CORNER \
S53°03'25"E /
25.00' / �/ / --1473 I \
S 00°10'02" W \ \
CD
CD
/ - \ IRON PIPE MARKED AS "COR. 1 RE50J 77 04' \ \r
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
O \
O
� d7 � � - ` LEASE" FOUND S27°24'41"W 1.78' / / / .
/ - - - - - - - - - - - - - \ 1 \ \ \ \ \ \
r J FROM RECORD PROPERTY CORNER - - - - - - - - - - - - - - - -
/ / ,' 2273.90' /
420.19'\ - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
------------------------ - - - ',' N89°58'35"E
S 89 58 35" W ( uo \ \ I
° ' // °hrO/Dh/ / BASIS OF BEARING FOUND 2-1/2" BRASS G.L.O. MONUMENT AT THE
rO / SOUTH QUARTER CORNER OF SECTION 36,
TOWNSHIP 5 SOUTH RANGE 81 WEST, 6TH P.M. \\ �CP x'� \ 1
AND ANGLE POINT NO. 1 OF H.E.S. 46
P
POINT OF BEGINNING:
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. KEY MAP \ \ \
/
L=138.12 H.E.S. No. 46 , / ,'
Chord=136.34 Chord Bearing = N52°54'43"E
- PATENT DATE: 5-16-1912 Tan=70.91 A=31°56'10"
R=247.80LO
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H.E.S. No. 46 p L=104.95 'S68yR$NJ/
EXCEPTION P Chord=102.34 Chord Bearing=S46°40'10"W ,-
LO Tan=55.27 A=44°25'11"
BOOK 380 PAGE 574 R=135.37 -
RECORDING DATE: 3-13-1984 O '
Z /
/
/ 1 /
1-1/2" ALUMINUM CAP P.L.S. 40695
FOUND S68°45'25"E 1.49'LIMITS OF AREA UTILIZED FOR THE CONSOLIDATED TAILINGS PILE (CTP), THE
FROM RECORD PROPERTY CORNER 41 S6- AREA AFFECTED BY RESOLUTION NO. / / / �� WATER TREATMENT OF THE MINE DISCHARGE AND THE ASSOCIATED
7),6711A1 y 85-16 OF THE EAGLE COUNTY BOARD / /
/ / INFRASTRUCTURE AND APPURTENANCES. THESE USES MAY
IN
a 5OF COUNTY COMMISSIONERS AS RECORDED PERMITTED
IN BOOK 407 PAGE 293 <� ACCORDANCE WITH THE REVISED CONSENT DECREES RECORDED
4DED IN BOOK 445
\ AT PAGES 683 AND 684.
N50°35'39'
q 33.08'
COUNTY SURVEYOR'S CERTIFICATE
m. In
040,
Deposited this � day of _, 20, at�
I
S Book � of the Eagle County Surveyor's Land Survey Plats/ Ights-
4O L=88.13 / / I y p
Q / / of -Way Surveys at Page �� This Land Survey Plat complies with
r Chord=87.22
100 0 100 200 300 J q�28 , Chord Bearing = N38°43'55"E / i Section 38-51-102, of the Colorado Revised Statutes.
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Tan=45.00 A=28°32'43"
R-176.89 , / L=115.38
%4 N / / Chord=114.92 3 N53°00'19"E I
LEGEND \ \\\ \ \
Y \ \ \\ \
FOUND 2-1/2" BRASS G.L.O. MONUMENT \ \\ \ \
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LINE TABLE
CURVE I LENGTH I RADIUS DELTA I CHORD LENGTH
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
L51
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
N89°05'28"W
L11
31.02
S50004'35"W
L12
147.73
N26°49'10"W
L13F
40.70
N58°54'50"W
L14
134.26
N47°11'00"W
L15
79.36
S54039'37"W
L16
79.33
N67°01'14"W
L17
117.82
N47°06'21"W
L18
58.46
S23'25'1 7"W
L19
110.93
N71 °01'44'w
L20
110.79
N57°02'09"W
L21
79.97
S79°14'20"W
L22
127.05
S55050'15"W
L23
90.28
S78°41'42"W
L24
115.10
S63°36'10"W
125
445.94
S36°54'37"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
S37°00'28"W
L31
41.10
S20°41'33"E
244.45
SO4°03'05"W
L33
71.60
S01 °32'56"W
L34
55.83
S00°37'48"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°2&58"W
L39
123.05
S80'52'1 6"W
L40
34.84
S09007'44"E
L41
94.99
N80'52'1 6"
L42
127.95S21°25'58"E
L43
46.85
S25°19'D5"E
LEGEND \ \\\ \ \
Y \ \ \\ \
FOUND 2-1/2" BRASS G.L.O. MONUMENT \ \\ \ \
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CURVE I LENGTH I RADIUS DELTA I CHORD LENGTH
CHORD BEARING
C11 56.061 155.24120-41-32--1 55.76
S24°25'23"W
C21 117.181 112.55159-39-01-1 111.96
\ \
\ \\
WITH P.L.S. AS NOTED
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FOUND 3-1/4" ALUMINUM U.S.D.A. OR
L4
SHEET 4
\ \ \
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CDOT MONUMENT AS NOTED
\
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FOUND UNMARKED REBAR
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PLS 28036
0
END OF LINE SEGMENT OR ARC -
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PROVIDED FOR DIMENSIONING
W
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PURPOSES ONLY - NO MONUMENT SET
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FOUND CDOT TYPE 1 RIGHT-OF-WAY
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MARKER
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#23089
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S E T 81`
1
69° ' �(Q' 26.94' Chord Bearing = S15°35'42' W
GRAPHIC SCALE IN FEET �`o�o, / // R 3 72.87
8 5 11 7°43'43"
1 INCH= 100 FEET 4/
/ 1
NOTICE: According to Colorado law you MUST commence any legal action s IAo _ L41
23 I
CURVE TABLE
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CURVE I LENGTH I RADIUS DELTA I CHORD LENGTH
CHORD BEARING
C11 56.061 155.24120-41-32--1 55.76
S24°25'23"W
C21 117.181 112.55159-39-01-1 111.96
N04°56'38"E
based upon any defect in this survey within three years after you first discovered 6' \ \ 1-1/2"ALUMINUM CAP 0.51'P.L.S.112oa
I =<0' FOUND N25°34'20"E 0.51'
such defect. In no event, may an action based upon any defect in this survey be \ \°p I. FROM RECORD PROPERTY CORNER
commenced more than ten years from the date of the certification shown hereon.
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based upon any defect in this survey within three years after you first discovered 6' \ \ 1-1/2"ALUMINUM CAP 0.51'P.L.S.112oa
I =<0' FOUND N25°34'20"E 0.51'
such defect. In no event, may an action based upon any defect in this survey be \ \°p I. FROM RECORD PROPERTY CORNER
commenced more than ten years from the date of the certification shown hereon.
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