HomeMy WebLinkAbout1168I FOUND ORIGINAL STONE MONUMENT
AT ANGLE POINT NO. 7 OF H.E.S. 46
i
White River
°20'54" W
National Forest ggN 00 96'
i
-
S89'55'1 9"W
1458.27'
H.E.S. No. 46
EXCEPTION
BOOK 380 PAGE 574
RECORDING DATE: 3-13-1984
mM
O ^
O j
0 ^� LU LU
Eagle County School
District RE 50J
S 89058'35" W
\ 420.19'
\ \
POINT OF BEGINNING:
FOUW 2-1/2" BF�ASS G.L.O. MONUMEN r AT THE
SOUTHWEST CORNER'OF SECTION 36
TOWNSHIP�&SOUTH RANGESJWEST 3TH P.M.
\ W
\ `O
\ LO
o Ur)
O �
O
Z \
1-1/2" ALUMINUM CAP P.L.S. 40695
FOUND S68'45'25"E 1.49'
FROM RECORD PROPERTY CORNER
SHEET 4 -
1-1/2" ALUMINUM CAP A.P. 4 M.S. 20712
FOUND S67°56'00"E 1.55'
FROM RECORD PROPERTY CORNER
I /
FOUND ORIGINAL STONE
MONUMENT
E POINT NO. 4 OFF H ES. 46 N%
T ANGLE 566'�5�
I/
I/ /
I
I �
I �
/
CURVE TABLE
LINE
i
BEARING
L1
89.26
N45022'48"W
i
i
i
45.47
N57°44'10"W
Eagle County School
District RE 50J
S 89058'35" W
\ 420.19'
\ \
POINT OF BEGINNING:
FOUW 2-1/2" BF�ASS G.L.O. MONUMEN r AT THE
SOUTHWEST CORNER'OF SECTION 36
TOWNSHIP�&SOUTH RANGESJWEST 3TH P.M.
\ W
\ `O
\ LO
o Ur)
O �
O
Z \
1-1/2" ALUMINUM CAP P.L.S. 40695
FOUND S68'45'25"E 1.49'
FROM RECORD PROPERTY CORNER
SHEET 4 -
1-1/2" ALUMINUM CAP A.P. 4 M.S. 20712
FOUND S67°56'00"E 1.55'
FROM RECORD PROPERTY CORNER
I /
FOUND ORIGINAL STONE
MONUMENT
E POINT NO. 4 OFF H ES. 46 N%
T ANGLE 566'�5�
I/
I/ /
I
I �
I �
200 0 200 400 600
GRAPHIC SCALE IN FEET
1 INCH = 200 FEET
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.
LINE TABLE
CURVE TABLE
LINE
LENGTH
BEARING
L1
89.26
N45022'48"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
N05042'02"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
N26'49'1 0"W
L13
40.70
N58°54'50"W
L14
134.26
N4701 1'00'W
L15
79.36
S54°39'37"W
L16
79.33
N67°01'14"W
L17
L18
117.82
58.46
N47°06'21"W
S23'25'17"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
S55°50'15"W
L23
90.25
41'42"W
L24
L24
115.10
S63°36'10"W
L25
445.94
S36'54'37"W
L26
88.02
S47°00'01"W
L27
126.17
S57°49'57"W
L28
60.07
515'35'00"W
L29
31.79
S24°02'38"W
L30
35.87
S37'00'28"W
L31
41.10
S20°41'33"E
L32
44.45
SO4003'05"W
L33
71.60
S01'32'56"W
L34
55.83
S00037'48"E
L35
80.54
S05034'47"W
L36
130.60
S02021'27E
L37
34.72
N28°40'21"W
L38
154.82
N21°25'58"W
L39
123.05
S80052'16"W
L40
34.84
S09007'44"E
L41
94.99
N80'52'1 6"E
L42
127.95
S21°2558"E
L43
46.85
S25'1 9'05"E
L44
63.53
SK'iN 31"E
L45
46.06
S18°1'27"E
L46
111.42
S25°25'08"E
200 0 200 400 600
GRAPHIC SCALE IN FEET
1 INCH = 200 FEET
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.
LINE TABLE
CURVE TABLE
LINE
LENGTH
BEARING
L47
44.34
S165421"E
L48
64.10
S15°33'23"W
L49
110.56
S26°52'55"W
L50
139.75
S39°05'06"W
L51
69.90
S43°46'03"W
L52
82.69
S21 °5 r3V W
L531
43.34
S09027'59"E
L54
24.51
S65'48'59"E
L55
62.22
S89°24'13"E
L56
74.16
N84°59'21"E
L57
49.38
S69°05'25"E
L58
70.25
S21°22'07"E
L59
81.08
S14'21'50"E
L60
49.69
S26'44'33"E
L61
135.32
S44°28'42"E
L62
45.19
N70°08'10"E
L63
149.11
N88'01'58"E
_
L64
63.15
S19°54'43"E
L65
67.64
S66°21'19"E
L66
203.81
S66°08'58"E
L67
201.86
S34'20'37"E
L68
265.91
S20°31'47"E
L69
280.05
S47°49'46"E
L70
130.68
N84"20'53"E
L71
247.09
N68°27'25"E
L72
254.13
S81'23'31"E
L73
218.01
S74741'47E
L74
132.23
N81'29'42"E
L75
166.44
N66'17'56"E
L76
37.30
S39°24'48"E
L77
68.06
N79°32'41"E
L78
40.09
N29012'31"E
L79
215.85
N07'12'21"W
L80
146.89
N54°33'32"E
L81
115.98
N14'37'38"W
L82
120.18
N86'37'49"W
L83
131.53
N11°11'33"W
L94
101.46
N69°51'43"W
L85
32.66
N34°54'53"W
L86
95.79
N13°57'38"W
L87
85.70
NO201542"W
L88
20.20
N22'59'52"W
L89
50.37
N85°15'39"W
L90
99.28
N27°00'42"W
L91
185.12
NO2'1 6'28"W
L92
137.58
N68°31'32"W
200 0 200 400 600
GRAPHIC SCALE IN FEET
1 INCH = 200 FEET
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.
/
LINE TABLE
CURVE TABLE
LINE
LENGTH
BEARING
L93
236.70
NO3012'08"W
L94
44.66
N19°02'41"E
L95
81.60
N30°2325"E
L96
102.97
N00°24'44"E
L97
66.74
N47°42'57"W
L98
40.92
S15°28'10"E
L99
24.96
507'33'41"E
L100
832.40
S22°22'09"W
L101
73.83
N86000'1 6"E
L102
122.92
N54°33'32"E
L103
11.17
S54°33'32"W
L106
246.97
S11°05'59"W
L107
95.06
S55°00'36"E
L108
101.02
N00°0636"E
L109
114.40
N73003'36"E
L139
46.56
S88'02'1 8"E
L140
110.14
N4556'1 6"E
L141
47.41
N56"13'01"E
L142
201.22
S20°20'43"E
L143
294.21
819°09'55"E
L144
165.33
S19'46'19"E
L145
16.92
S19°01'52"E
L146
77.42
37'38'E
L147
L1471
38.55
S14°37'38"E
L148
100.96
N59°21'27"E
L149
8.28
N59°21'27"E
L150
109.10
S00°49'58"E
L151
22.42
S30'39'47"W
L152
66.59
S89'1 0'02"W
L153
42.48
S30'39'47'w
L154
48.02
S30°39'47"W
L155
39.09
N13007'52"W
L156
44.76
S30°39'47"W
L157
155.38
N59°22'30"E
L158
131.43
N45'O6'44"W
L159
86.36
N59°21'27"E
L160
55.86
N59°21'07"E
L161
625.71
S19°13'15"E
L162
246.47
N53°55'33"W
L163
137.00
N24°28'38"W
L164
40.00
N24°22'53"W
L165
74.99
N53°55'33"W
L166
140.75
521'45'15"EI
L167
192.30
S20012'45"W
L168
4.26
N01°30'38"W
L1691
30.001
S88°29'22'w
/
COUNTY SURVEYOR'S CERTIFICATE
Deposited this lot day of 20[g at Z_30 T m. in
Book of the E gle County Surveyor's Land Survey Plats/Rights-
of-Way Surveys at Page This Land Survey Plat complies with
Section 38-51-102, of the Colorado Revised Statutes.
SHEET 7
L21 \
_ . _ 1
1`19
S 9°38'32"E
N \ \SET 1.4' WITNESS CORNER
�cp \\ \4.1.61' PE & PLS 28036 (SEE DETAIL
-- -- -- -- --
/_..�- �- \ (� \ ON SHEET 3
NELSON ADDITION1)
i \'s \�, '� `rcr�, ` S89°38'32"E 4.62' \
BOOK 131 PAGE 76 Y � \ \ \\
RECORDING DATE: 2-19-1946 / /�-� 0 \ ` PROPERTY CORNER \ -
EAGLE COUNTY SCHOOL DISTRICT RE 50J // // // \,(,,3 ` TO COR. 2 OF H.E.S.46 \
ON PIPE MARKED AS "COR. 1 RE50J / / I _
:ASE" FOUND S27°2441"W 1.78' ACCESS AND UTILITY EASEMENT / / / S 000 10'02" W (SEE DETAIL ON SHEET 3) \
50.00 FEET WIDE
?OM RECORD PROPERTY CORNER BOOK 424 PAGE 977 / / 77.04' ` < \\ \ \ - I - \
//-,/ N89°58'35"E \.a \ -FOUND ORIGINAL STONE MONUMENT \
----_ _- -- -_-__- / - \AT ANGLE POINT NO. 2 OF H.E.S. 46
/ 2273.90' \ \\ \
BASIS OF BEARING ��^N0
,/.
o
c9. co \
H.E.S. No. 46 / R` \ \ ` �, S29033'56"E \
PATENT DATE: 5-16-1912
\ 684.52' \
(LINE 2-3 HES 46) \
LIMITS OF AREA UTILIZED FOR THE CONSOLIDATED TAILINGS N69° 12'00"E \
PILE (CTP), THE WATER TREATMENT OF THE MINE DISCHARGE \ \\ 27.64' \
AREA AFFECTED BY RESOLUTION NO. AND THE ASSOCIATED INFRASTRUCTURE AND
\ / / o APPURTENANCES. THESE USES MAY BE PERMITTED IN I C2
_ 85-16 OF THE EAGLE COUNTY BOARD / "�'
OF COUNTY COMMISSIONERS AS RECORDED \ j j ACCORDANCE WITH THE REVISED CONSENT DECREES \ \ \
/ /\ RECORDED IN BOOK 445 AT PAGES 683 AND 684.
IN BOOK 407 PAGE 293 o \ \ \ \ -
c1 / o^, CORNER 3 H.E.S. 46 \
CORNER 1 H.E\S. 40
i\ \
NO MONUMENT SET \
/ I \
9�p3�(5 / / / \ \\\�21°4 '1 "E \ CDOT RIGHT-OF-WAY
L39 - ° \ /\\ S 272.59 5 PER FLAT FAP 292-B
I \\
(ALONG LINE 1-2 H.E.S. 40) REVISED PLAT DATE: 1-29-1929
\
L41_- \ I 1-1/2" ALUMINUM CAP P.L.S. 11204-L4
\ \ \`ww FOUND N25°34'20"E 0.51'
\\<� FROM RECORD PROPERTY CORNER
Im \ 20� / SHEET 4 \? \\ \
-- -- -- - -- -- -- -- -- -- �- -- -- -- -- -- - -- -- -- -- -- -- \ \
2-1/2" ALUMINUM MONUMENT PE & PLS 23089 MARKED
w \ / 257.58' WITNESS CORNER TO CORNER 1 H.E.S. 40 AND CORNER 3 H.E.S. 46 \
FOUND 521'34'55"E 257.93' FROM RECORD LOCATION OF CORNER - -Q \
CID
SET 1-1/2" ALUMINUM MONUMENT PE & PLS 28036 ON
INTERSECTION OF THE WESTERLY RIGHT-OF-WAY \ \ \ \ \ \
OF U.S. HIGHWAY 24 AS DESCRIBED ON COLORADO DEPARTMENT rn \ \\
`\ / \ F' i OF HIGHWAYS PLAT FAP 292-B AND THE 1-2 LINE OF H.E.S. 40 J `
RIGHT-OF-WAY AND EASEMENT ACROSS THE 1n �, -. / �,
SCHOOL DISTRICT PROPERTY FOR THE PURPOSE �� \<p - \ / / \ _ �4/O/y�% \ G \
OF CONSTRUCTING, INSPECTING, OPERATING AND O A w pO �P
MAINTAINING AN UNDERGROUND DIVERSION ` \ " G / / \ S /C'✓/ e \ •� \\ \ _\
TRENCH AND A SURFACE COLLECTION DITCH - 012 / \ \
BOOK 500 PAGE 765 \' 1-1/2" ALUMINUM CAP P.L.S. 11204 N 69 / - y NFS?p467 ST OFecG/ \\\\°a\
FOUND N26°18'23"E 0.22' / \ c "p ` 1 \
FROM RECORD PROPERTY jORNER 6'S`o3 0/4^' AL./ //V^' \ .G
�3ti 8p'V�\R0,7RF<O'V FG POW;;,
1-1/2"ALUMINUM CAP P.L.S. 11204 $ / ^ �o- / /` 1-1/2' ALUMINUM CAP P.L.S. 23089 426g\`SFc j- %O -
M o� w` / \ FROM RECORDFOUND 3PROPERTY CORNER %pi \ /O • 3 T/yF ON
FOUND 875°18'36"E 0.10' yN "� � aj• j / w \
FROM RECORD PROPERTY CORNER nj �O / /
AND 1-1/2" ALUMINUM CAP P.L.S. 23089
FOUND S51'34'033"E 1.44' -/ 319' - \ - N \ \
FROM RECORD PROPERTY CORNER �� --�\ \ I \J \ \ \
F
,LQ�12 S \ ,Cg? cS� `\ \ - ATCOR
QQ` ` �`?^/
owl- 50 n \ \ 1 `� \ \ WITH C
N69 r,3 5a, / /
o
w`6 / F
/ �...L55.--.L56..�i5> /6GJ361 \\GL \ �'QO
y. F
A \
L89
1-1/2"ALUMINUM CAP A.P.3 M.S.20712 -.� O\-?N0FOUND S69'1 S69°12'42"W 0.20' /V 1 G D \ 00 ' ,%� \
FROM RECORD PROPERTY CORNER 6%°/J`6,�p" 16'p ��\�� �S2\�%� OjCe
1 \ \
UNION PACIFIC
RAILROAD
White River
National Forest
UNION PACIFIC
RAILROAD R.O.W
OUND ORIGINAL STONE MONUMENT
NE\R 2 OF SAPPHIRE LODE IDENTICAL
ORNER 1 OF TOPAZ LODE (MS 20461)
g'l
\ X96 O,DG
15Pe��2
/ F IND ORIGINAL STONE MONUMENT
A CORNER 1 OF MS 20461 RUBY LODE
&A, V- �- Ur J FS C/ 3-1 /4" U. S. D.A. BRASS MONUMENT FOUND N 59°21'27" E \ \a 15� S24022'53"E 31.22'
713 2¢- ��6, \ 91. 4 I N28°03'17"W 0.89' FROM RECORD PROPERTY CORNER \ v
L 164
LEGEND 34' L02 L63 \ �t'S �0'I'/ti 100.96' a9 ,
c0R \FOUND 2-1/2" BRASS G.L.O. MONUMENT \ Css \ O8s -48a ` s
FOUND 1-1/2" ALUMINUM MONUMENT s\ CT'0 . 'D N 65°37'08" E 7.43'
® WITH P.L.S. AS NOTED \ u'6, ,(` \ o \
'w m
/ 1
2
FOUND 3-1/4" ALUMINUM U.S.D.A. OR 1-1/2" ALUMINUM CAP A.P. 2 M.S. 20712 L62
CDOT MONUMENT AS NOTED FOUND S67°56'00"E 1.26'
FROM RECORD PROPERTY CORNER`
FOUND UNMARKED REBAR \ \ L=76.61 Tan=38.33 A=05°29'13" R=800.00
` \ Lf39J$
CHORD=76.58' CHORD BEARING=S27°07'29"E
® FOUND ORIGINAL STONE MONUMENT \ \ a \ ow \
ZP
L=75.27 Tan=37.66 A=05°23'27" R=800.00
QQ SET 1-1/2" ALUMINUM MONUMENT PE & \ CHORD=75.24' CHORD BEARING=S27°10'22"E
PLS 28036
2 �CP
• END OF LINE SEGMENT OR ARC - �cS° \ ,0�^ \\ \
�
PROVIDED FOR DIMENSIONING `� \ ( �S� \ `C4
White River \
\ '\ \ \
PURPOSES ONLY - NO MONUMENT SET o �� \ \ \ m L103 0 0" �
\\ \ 1r \ o
FOUND CDOT TYPE 1 RIGHT-OF-WAY National Forest
CENTERLINE OF EXISTING OVERHEAD POWERLINE. NO DEED FOUND. \ \ O
MARKER�/T 1 ` THIS USE MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED \1 \
(W. R .1 ♦ . CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 6B4. i 1
SET 2" ALUMINUM MONUMENT, PE & PLS / ��69 _ _ L7711'1(1c5
#28036 ��1.. _ \�. - - 1
l
0 FOUND 2" ALUMINUM MONUMENT, PLS L70 _ -L74 3-1/4" U.S.D.A. BRASS MONUMENT FOUND
( I '
\ _ ♦ > I
#23089 N27'54'00"W 1.35' FROM RECORD PROPERTY CORNER
AND 1-1/2" ALUMINUM REFERENCE MONUMENT
rn
\
/- S24° 8'38"E 57.10'
S24028'38" 79.86'
i
FOUND ORIGINAL STONE MONUMENT FOUND S55'01'43"E 10.22 FEET FROM RECORD
I
AT ANGLE POINT NO. 6 OF H.E.S. 40 PROPERTY CORNER I j AI
KEY MAP L=262.58 Tan=132.20 III /
A=16°26'33" R=915.00 \ \ Chi oCP
SHEET 5 H.E.S. No. 40 1-1/2"ALUMINUM MONUMENT PE&PLS 23089 FOUND
PATENT DATE: 3-7-1912 S28'1 0'32"W 4.98' FROM RECORD PROPERTY CORNER
APPARENT PRESCRIPTIVE ACCESS EASEMENT 30.00 FEET WIDE
FOR PURPOSES OF ACCESSING THE CONSOLIDATED TAILINGS
PILE (CTP), THE MINE DISCHARGE WASTEWATER TREATMENT Z' /
FACILITY AND ASSOCIATED INFRASTRUCTURE AND
C� APPURTENANCES. NO DEED FOUND. THIS ACCESS MAY BE
PERMITTED IN ACCORDANCE WITH THE REVISED CONSENT /
DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684.
N�v
SH 6 �N " 9zz3$� : S35°45'52' / , 10,
c\5 1y53 / 205.41' / / / ry(.
BENT 3-1/4" ALUMINUM RIGHT-OF-WAY
,jp % / MONUMENT FOUND N20°17'54"W 0.33'
6 22 3. FROM RECORD PROPERTY CORNER
9
/ / I
V c\j32.
(IV h� �so / , �w" SEE DETAIL
�% CDOT RIGHT-OF-WAY PER
Y
;DOT RIGHT-OF-WAY
PER BOUNDARY
AGREEMENT
RE EPTION NUMBER: 201812787
ECORDED: JULY 7, 2018
11
L=4 6.38 Tan=222.42
A=2 °19'32" R=915.00 `
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CURVE TABLE
CURVE
LENGTH
RADIUS DELTA CHORD LENGTH
CHORD BEARING
C1
56.06
155.24 20°41'32"
55.76
S24025'23"W
C2
117.18
112.55 59°39'01"
111.96
N04°56'38"E
C3
130.65
450.82 16036'18"
130.20
N46°29'11"W
C4
142.72
360.00 22°42'53"
141.79
N26049'36"W
C5
141.82
1027.51 7°54'29"
141.70
N11°30'55W
C6
238.65
456.85 29°55'50"
235.95
N07°24'14"E
C7
527.57
1010.67 29054'30"
521.60
S07'24'54"W
C81
75.45
50.00 86°27'23"
68.49
S50'46'02"E
C9
294.23
365.33 46°08'45"
286.35
N14°28'12"W
C10
80.54
250.00 18°27'27"
80.19
N17'49'54"E
C11
25.32
200.00 7°1616"
25.31
N30°41'16"E
C12
63.41
111.74 32°30'56"
62.56
S18°03'26"W
C25
365.80
915.00 22°54'20"
363.36
N13°01'20"W
C26
70.54
915.00 4°25'01"
70.52
N00038'20"E
C27
184.39
58445.82 0°10'51"
184.39
S14'27'54"W
C29
147.39
3365.06 2°30'34"
147.37
S17°57'58"E
C30
301.02
1286.60 13°24'19"
300.34
S10°00'31"E
C31
526.06
_
994.91 30°17'42"
519.95
N09°1947"W
C32
82.80
880.00 5°23'27"
82.77
N27°1922W
C33
68.95
720.00 5°29'13"
68.92
N27°07'29"W
C34
309.80
676.20 26°15'00"
307.10
N11'36'52"E
C35
160.49
994.91 9°14'33"
160.32
N20°07'14"E
COUNTY SURVEYOR'S CERTIFICATE
Deposited this lot day of 20[g at Z_30 T m. in
Book of the E gle County Surveyor's Land Survey Plats/Rights-
of-Way Surveys at Page This Land Survey Plat complies with
Section 38-51-102, of the Colorado Revised Statutes.
SHEET 7
L21 \
_ . _ 1
1`19
S 9°38'32"E
N \ \SET 1.4' WITNESS CORNER
�cp \\ \4.1.61' PE & PLS 28036 (SEE DETAIL
-- -- -- -- --
/_..�- �- \ (� \ ON SHEET 3
NELSON ADDITION1)
i \'s \�, '� `rcr�, ` S89°38'32"E 4.62' \
BOOK 131 PAGE 76 Y � \ \ \\
RECORDING DATE: 2-19-1946 / /�-� 0 \ ` PROPERTY CORNER \ -
EAGLE COUNTY SCHOOL DISTRICT RE 50J // // // \,(,,3 ` TO COR. 2 OF H.E.S.46 \
ON PIPE MARKED AS "COR. 1 RE50J / / I _
:ASE" FOUND S27°2441"W 1.78' ACCESS AND UTILITY EASEMENT / / / S 000 10'02" W (SEE DETAIL ON SHEET 3) \
50.00 FEET WIDE
?OM RECORD PROPERTY CORNER BOOK 424 PAGE 977 / / 77.04' ` < \\ \ \ - I - \
//-,/ N89°58'35"E \.a \ -FOUND ORIGINAL STONE MONUMENT \
----_ _- -- -_-__- / - \AT ANGLE POINT NO. 2 OF H.E.S. 46
/ 2273.90' \ \\ \
BASIS OF BEARING ��^N0
,/.
o
c9. co \
H.E.S. No. 46 / R` \ \ ` �, S29033'56"E \
PATENT DATE: 5-16-1912
\ 684.52' \
(LINE 2-3 HES 46) \
LIMITS OF AREA UTILIZED FOR THE CONSOLIDATED TAILINGS N69° 12'00"E \
PILE (CTP), THE WATER TREATMENT OF THE MINE DISCHARGE \ \\ 27.64' \
AREA AFFECTED BY RESOLUTION NO. AND THE ASSOCIATED INFRASTRUCTURE AND
\ / / o APPURTENANCES. THESE USES MAY BE PERMITTED IN I C2
_ 85-16 OF THE EAGLE COUNTY BOARD / "�'
OF COUNTY COMMISSIONERS AS RECORDED \ j j ACCORDANCE WITH THE REVISED CONSENT DECREES \ \ \
/ /\ RECORDED IN BOOK 445 AT PAGES 683 AND 684.
IN BOOK 407 PAGE 293 o \ \ \ \ -
c1 / o^, CORNER 3 H.E.S. 46 \
CORNER 1 H.E\S. 40
i\ \
NO MONUMENT SET \
/ I \
9�p3�(5 / / / \ \\\�21°4 '1 "E \ CDOT RIGHT-OF-WAY
L39 - ° \ /\\ S 272.59 5 PER FLAT FAP 292-B
I \\
(ALONG LINE 1-2 H.E.S. 40) REVISED PLAT DATE: 1-29-1929
\
L41_- \ I 1-1/2" ALUMINUM CAP P.L.S. 11204-L4
\ \ \`ww FOUND N25°34'20"E 0.51'
\\<� FROM RECORD PROPERTY CORNER
Im \ 20� / SHEET 4 \? \\ \
-- -- -- - -- -- -- -- -- -- �- -- -- -- -- -- - -- -- -- -- -- -- \ \
2-1/2" ALUMINUM MONUMENT PE & PLS 23089 MARKED
w \ / 257.58' WITNESS CORNER TO CORNER 1 H.E.S. 40 AND CORNER 3 H.E.S. 46 \
FOUND 521'34'55"E 257.93' FROM RECORD LOCATION OF CORNER - -Q \
CID
SET 1-1/2" ALUMINUM MONUMENT PE & PLS 28036 ON
INTERSECTION OF THE WESTERLY RIGHT-OF-WAY \ \ \ \ \ \
OF U.S. HIGHWAY 24 AS DESCRIBED ON COLORADO DEPARTMENT rn \ \\
`\ / \ F' i OF HIGHWAYS PLAT FAP 292-B AND THE 1-2 LINE OF H.E.S. 40 J `
RIGHT-OF-WAY AND EASEMENT ACROSS THE 1n �, -. / �,
SCHOOL DISTRICT PROPERTY FOR THE PURPOSE �� \<p - \ / / \ _ �4/O/y�% \ G \
OF CONSTRUCTING, INSPECTING, OPERATING AND O A w pO �P
MAINTAINING AN UNDERGROUND DIVERSION ` \ " G / / \ S /C'✓/ e \ •� \\ \ _\
TRENCH AND A SURFACE COLLECTION DITCH - 012 / \ \
BOOK 500 PAGE 765 \' 1-1/2" ALUMINUM CAP P.L.S. 11204 N 69 / - y NFS?p467 ST OFecG/ \\\\°a\
FOUND N26°18'23"E 0.22' / \ c "p ` 1 \
FROM RECORD PROPERTY jORNER 6'S`o3 0/4^' AL./ //V^' \ .G
�3ti 8p'V�\R0,7RF<O'V FG POW;;,
1-1/2"ALUMINUM CAP P.L.S. 11204 $ / ^ �o- / /` 1-1/2' ALUMINUM CAP P.L.S. 23089 426g\`SFc j- %O -
M o� w` / \ FROM RECORDFOUND 3PROPERTY CORNER %pi \ /O • 3 T/yF ON
FOUND 875°18'36"E 0.10' yN "� � aj• j / w \
FROM RECORD PROPERTY CORNER nj �O / /
AND 1-1/2" ALUMINUM CAP P.L.S. 23089
FOUND S51'34'033"E 1.44' -/ 319' - \ - N \ \
FROM RECORD PROPERTY CORNER �� --�\ \ I \J \ \ \
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1-1/2"ALUMINUM CAP A.P.3 M.S.20712 -.� O\-?N0FOUND S69'1 S69°12'42"W 0.20' /V 1 G D \ 00 ' ,%� \
FROM RECORD PROPERTY CORNER 6%°/J`6,�p" 16'p ��\�� �S2\�%� OjCe
1 \ \
UNION PACIFIC
RAILROAD
White River
National Forest
UNION PACIFIC
RAILROAD R.O.W
OUND ORIGINAL STONE MONUMENT
NE\R 2 OF SAPPHIRE LODE IDENTICAL
ORNER 1 OF TOPAZ LODE (MS 20461)
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A CORNER 1 OF MS 20461 RUBY LODE
&A, V- �- Ur J FS C/ 3-1 /4" U. S. D.A. BRASS MONUMENT FOUND N 59°21'27" E \ \a 15� S24022'53"E 31.22'
713 2¢- ��6, \ 91. 4 I N28°03'17"W 0.89' FROM RECORD PROPERTY CORNER \ v
L 164
LEGEND 34' L02 L63 \ �t'S �0'I'/ti 100.96' a9 ,
c0R \FOUND 2-1/2" BRASS G.L.O. MONUMENT \ Css \ O8s -48a ` s
FOUND 1-1/2" ALUMINUM MONUMENT s\ CT'0 . 'D N 65°37'08" E 7.43'
® WITH P.L.S. AS NOTED \ u'6, ,(` \ o \
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/ 1
2
FOUND 3-1/4" ALUMINUM U.S.D.A. OR 1-1/2" ALUMINUM CAP A.P. 2 M.S. 20712 L62
CDOT MONUMENT AS NOTED FOUND S67°56'00"E 1.26'
FROM RECORD PROPERTY CORNER`
FOUND UNMARKED REBAR \ \ L=76.61 Tan=38.33 A=05°29'13" R=800.00
` \ Lf39J$
CHORD=76.58' CHORD BEARING=S27°07'29"E
® FOUND ORIGINAL STONE MONUMENT \ \ a \ ow \
ZP
L=75.27 Tan=37.66 A=05°23'27" R=800.00
QQ SET 1-1/2" ALUMINUM MONUMENT PE & \ CHORD=75.24' CHORD BEARING=S27°10'22"E
PLS 28036
2 �CP
• END OF LINE SEGMENT OR ARC - �cS° \ ,0�^ \\ \
�
PROVIDED FOR DIMENSIONING `� \ ( �S� \ `C4
White River \
\ '\ \ \
PURPOSES ONLY - NO MONUMENT SET o �� \ \ \ m L103 0 0" �
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FOUND CDOT TYPE 1 RIGHT-OF-WAY National Forest
CENTERLINE OF EXISTING OVERHEAD POWERLINE. NO DEED FOUND. \ \ O
MARKER�/T 1 ` THIS USE MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED \1 \
(W. R .1 ♦ . CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 6B4. i 1
SET 2" ALUMINUM MONUMENT, PE & PLS / ��69 _ _ L7711'1(1c5
#28036 ��1.. _ \�. - - 1
l
0 FOUND 2" ALUMINUM MONUMENT, PLS L70 _ -L74 3-1/4" U.S.D.A. BRASS MONUMENT FOUND
( I '
\ _ ♦ > I
#23089 N27'54'00"W 1.35' FROM RECORD PROPERTY CORNER
AND 1-1/2" ALUMINUM REFERENCE MONUMENT
rn
\
/- S24° 8'38"E 57.10'
S24028'38" 79.86'
i
FOUND ORIGINAL STONE MONUMENT FOUND S55'01'43"E 10.22 FEET FROM RECORD
I
AT ANGLE POINT NO. 6 OF H.E.S. 40 PROPERTY CORNER I j AI
KEY MAP L=262.58 Tan=132.20 III /
A=16°26'33" R=915.00 \ \ Chi oCP
SHEET 5 H.E.S. No. 40 1-1/2"ALUMINUM MONUMENT PE&PLS 23089 FOUND
PATENT DATE: 3-7-1912 S28'1 0'32"W 4.98' FROM RECORD PROPERTY CORNER
APPARENT PRESCRIPTIVE ACCESS EASEMENT 30.00 FEET WIDE
FOR PURPOSES OF ACCESSING THE CONSOLIDATED TAILINGS
PILE (CTP), THE MINE DISCHARGE WASTEWATER TREATMENT Z' /
FACILITY AND ASSOCIATED INFRASTRUCTURE AND
C� APPURTENANCES. NO DEED FOUND. THIS ACCESS MAY BE
PERMITTED IN ACCORDANCE WITH THE REVISED CONSENT /
DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684.
N�v
SH 6 �N " 9zz3$� : S35°45'52' / , 10,
c\5 1y53 / 205.41' / / / ry(.
BENT 3-1/4" ALUMINUM RIGHT-OF-WAY
,jp % / MONUMENT FOUND N20°17'54"W 0.33'
6 22 3. FROM RECORD PROPERTY CORNER
9
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�% CDOT RIGHT-OF-WAY PER
Y
;DOT RIGHT-OF-WAY
PER BOUNDARY
AGREEMENT
RE EPTION NUMBER: 201812787
ECORDED: JULY 7, 2018
11
L=4 6.38 Tan=222.42
A=2 °19'32" R=915.00 `
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MARKED "COR 2 HES 40" N43°03'31"E 0.60'
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FOUND S23020'23"W 782.34' FROM 'v, RECEPTION NUMBER: 201812787 l j V- h �0 Q Battle One
ANGLE POINT NO. 6 OF H.E.S. 40 FOUND ORIGINAL STONE ,Cv RECORDED: JULY 7, 2018 / I t�•
MONUMENT AT COR 2 V
MS 20461 PURITAN LODE
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FROM RECORD PROPERTY CORNER
/ FOUND ORIGINAL STONE MONUMENT -
CENTERLINE OF EXISTING TRESTLE STRUCTURE AND MINE I j i (p i � / W.C. N 59'22'30" E 14.64' FROM CALCULATED
DISCHARGE CONVEYANCE PIPELINE. NO DEED FOUND. I I I 0 I� W ( �' COR. N0.3 MS 20461 PURITAN LODE
THESE USES MAY BE PERMITTED IN ACCORDANCE WITH -��' F ° '
THE REVISED CONSENT DECREES RECORDED IN BOOK 445 I I 1 c7 Cn y II o
AT PAGES 683 AND 684. I I 00 I o W
_ - SHEET8 __ __ __ __ _ Im _ li _ m SH_E_ ET8
-- -- -- - -- -- .v
-- -- -- - -- -- -- -- -- - -- --- - -- --
TIGIWON ROAD EASEMENT ZI �I X99
60.00 FEET WIDE
-- -- -- -- -- -- FOUND ORIGINAL STONE MONUMENT-- - -- -- -- -- -- -- -- -- -- -- -- -- -- / --
N r -- - --- -- --
AT ANGLE POINT NO. 5 OF H.E.S. 40 AND BOOK 135 PAGE 72 -� I I I T SHEET 7 AgTcF
' SHEET 7 I I Ir 15.00'
AT ANGLE POINT NO. 1 OF H.E.S. 41 / qT�LU
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ANGLE POINT NO. 6 OF H.E.S. 40 FOUND ORIGINAL STONE ,Cv RECORDED: JULY 7, 2018 / I t�•
MONUMENT AT COR 2 V
MS 20461 PURITAN LODE
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MONUMENT FOUND N82°03'50"E 0.23' / / I Q /1' '�," j STAMPED - WC P S 45'09'31"E 73.58'
FROM RECORD PROPERTY CORNER
/ FOUND ORIGINAL STONE MONUMENT -
CENTERLINE OF EXISTING TRESTLE STRUCTURE AND MINE I j i (p i � / W.C. N 59'22'30" E 14.64' FROM CALCULATED
DISCHARGE CONVEYANCE PIPELINE. NO DEED FOUND. I I I 0 I� W ( �' COR. N0.3 MS 20461 PURITAN LODE
THESE USES MAY BE PERMITTED IN ACCORDANCE WITH -��' F ° '
THE REVISED CONSENT DECREES RECORDED IN BOOK 445 I I 1 c7 Cn y II o
AT PAGES 683 AND 684. I I 00 I o W
_ - SHEET8 __ __ __ __ _ Im _ li _ m SH_E_ ET8
-- -- -- - -- -- .v
-- -- -- - -- -- -- -- -- - -- --- - -- --
TIGIWON ROAD EASEMENT ZI �I X99
60.00 FEET WIDE
-- -- -- -- -- -- FOUND ORIGINAL STONE MONUMENT-- - -- -- -- -- -- -- -- -- -- -- -- -- -- / --
N r -- - --- -- --
AT ANGLE POINT NO. 5 OF H.E.S. 40 AND BOOK 135 PAGE 72 -� I I I T SHEET 7 AgTcF
' SHEET 7 I I Ir 15.00'
AT ANGLE POINT NO. 1 OF H.E.S. 41 / qT�LU
15.00' =I 1 _ _ _ i \ \ `�a,�.�` 0p
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0 �• % , °� h �� ---- 11 I 0:50' FROM RECORD LOCATION FOR CORNER w O
O. 3 OF H.E.S. 40 Z