HomeMy WebLinkAbout1136White River
National Forest
S89055'1 9"W
- - -- --1458.2T-
FOUND ORIGINAL STONE MONUMENT
AT ANGLE POINT NO. 7 OF H.E.S. 46
N 00°20'54" W
99.96' '--,
- - - - - - - -
II __1-
L -
CURVE TABLE
LINE
I
i
H.E.S. No. 46
EXCEPTION
BOOK 380 PAGE 574 i
RECORDING DATE: 3-13-1984
I
/ ... \ I \ \ I \
i1 X22 _ - \20\ N \\ S�9°38'32'T \
SET 1.4' WITNESS CORNER
cb M 1�4 ) SHEET 51- i_ -----..7g �.�\41.61 PE & PLS 28036 (SEE DETAIL
OI -- -- -- -- -- -- -- -- -- / / L23."<�-- ' ON SHEET 3)w NELSON ADDITION / �Za. �/\5� c9csV I BOOK 131 PAGE 76 �/ /�/" ' s .. \�'4 •�� . \ �\ S89°38'32"E 4.62' \
rrP/ RECORDING DATE -2-19-1946 �/ R` 1 ' PROPERTY CORNER \
1 V _ EAGLE COUNTY SCHOOL DISTRICT RE 50J // � \ TO COR. 2 OF H.E.S.46 \
11�- IRON PIPE MARKED AS "COR. 1 RE50J / /
p LEASE" FOUND S27°24'41"W 1.78' ACCESS AND UTILITY EASEMENT / ,' / S 00° 10'02" W (SEE DETAIL ON SHEET 3) \
.� 50.00 FEET WIDE
FROM RECORD PROPERTY CORNER BOOK 424 PAGE 977 / 77.04' \ ` < \\ \ \
---------------��, ;' N89°58'35"E fir, \ AT NGLEP INT STONE MONUMENT
__ ----- \AT ANGLE POINTN0.20FH.E.S.46 \
S 89058'35" W ' / 2273.90'
420.19' ,' ;'may BASIS OF BEARING \�°(P
\ \
POINT OF BEGINNING. // / J CIPo \ \ \ \
' FOLI 2-112" BASS G.L.O. MONUME AT THE , O
SOUTHWEST CORNER -OF SECTION 36 / , / 01
TOWNSHO- SOUTH RANGE�WEST, 5TH P.M. / , / C \ \ \ �• \
\ w H.E.S. No. 46 / �/ �` \\ \`\ �\ S29°33'56"E \
\ - \ \ PATENT DATE: 5-1&1912
1912
O < \ \ \ \ 684.52' \
\ \
- \ / / / �' �ryb \ \ \ \ (LINE 2-3 HES 46) _ \
0 LO
O
a"� \
\ \ \
C:)
z / LIMITS OF AREA UTILIZED FOR THE CONSOLIDATED TAILINGS N69°12'00"E
i< \ \
PILE (CTP), THE WATER TREATMENT OF THE MINE DISCHARGE \� \ \\ - 27.64' - \
AREA AFFECTED BY RESOLUTION O. / V/ � AND THE ASSOCIATED INFRASTRUCTURE AND
1-1/2" ALUMINUM CAP P.L.S. 40695 \ APPURTENANCES. THESE USES MAY BE PERMITTED IN I C2 -\
- 85-16 OF THE EAGLE COUNTY BOARD / 4 - N \ \ \
FOUND S68°45'25"E 1.49' \ / / "/ ACCORDANCE WITH THE REVISED CONSENT DECREES
FROM RECORD PROPERTY CORNER _� IN COUNTY COMMISSIONERS AS RECORDED RECORDED IN BOOK 445 AT PAGES 683 AND 684. / ��
IN BOOK 407 PAGE 293 7� \�
c1 / CPO \ \ -
\ � � \ \\ CORNER 3 HiS- 46 \
CORNER 1 H.E S. 40
NO MONUMENT SET \
\\) S21045'1 5"E CDOT RIGHT-OF-WAY
\
_41 \\ 272.59' PER\PLAT FAP 292-B
3 w '
/ L39 M I - / \ \\ REVISED PLAT DATE: 1-29-1929
..... ALON
.1 I (G LINE 1-2 H.E.S. 40) \ -
\ \
1-1/2"ALUMINUM CAP P.L.S. 11204
\ \<m FOUNDN25°34'20'E 0.51'
\<p _ FROM RECORD PROPERTY CORNER _ 'I
SHEET 4 'Oso .\ \ \ im 2138 SHEET 4 \ \\\ \ \
- -- -- -
- --
2-1/2" ALUMINUM MONUMENT PE & PLS 23089 MARKED
w _ i 257.58' WITNESS CORNER TO CORNER 1 H.E.S. 40 AND CORNER 3 H.E.S. 46-
\ / FOUND S21034'55"E 257.93' FROM RECORD LOCATION OF CORNER
SET 1-112" ALUMINUM MONUMENT PE & PLS 28036 ON \ \\
m cP°
INTERSECTION OF THE WESTERLY RIGHT-OF-WAY
o OF U.S. HIGHWAY 24 AS DESCRIBED ON COLORADO DEPARTMENT
RIGHT-OF-WAY AND EASEMENT ACROSS THE m p"
\ \ RpM OF HIGHWAYS PLAT FAP 292-B AND THE 1-2 LINE OF H.E.S. 40 J \\ \ \ \
SCHOOL DISTRICT PROPERTY FOR THE PURPOSE LQ, % \<p \ , 241 TR
OF CONSTRUCTING, INSPECTING, OPERATING AND s NF qcT
REMAINCHANGASU FACECOUND LECTIO RSIONDITCH \ \` \ 6g 12 O` `� \ 50O ti1s �p0/N� �i�" \\\ \�
TRENCH AND A SURFACE COLLECTION DITCH
BOOK 500 PAGE 765 :y+ 1_1/2^ ALUMINUM CAP P.L.S. 11204 N , llFST 46% S, o�B
FOUND N26°18'23"E 0.22' i ^'
Q J FROM RECORD PROPERTY CORNER'
NSS°38 �R�VFpph/yRGyNiVy
\ \
OF F4 o (3 p
1-V2" ALUMINUM CAP P.L.S. 11204 v / ^^ (b / ��� 1-1/2" ALUMINUM CAP P.L.S. 23089 �426g�`SFCTOF %" o,NT ON
�� i FOUND S59°30'30"E 1.56' �0, \ O/V Ty ' y
FOUND S75°18'36"E 0.10' y� VfO ° QJ i -4 F \
Eagle County School
District RE 50J
1-112" ALUMINUM CAP A.P. 4 M.S. 20712
FOUND S67056'00"E 1.55'
FROM RECORD PROPERTY CORNER
I
FOUND ORIGINAL STONE MONUMENT N6g 1215
AT ANGLE POINT N0.4 OF H.E.S. 46
I
\
200 0 200 400 600
GRAPHIC SCALE IN FEET
1 INCH = 200 FEET
LINE TABLE
CURVE TABLE
LINE
LENGTH
BEARING
L1
89.26
N45'22'48"W
L2
45.47
N57044'10"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
N89°05'28"W
L11
31.02
S50'04'35"W
L12
147.73
N26°49'10"W
L13
40.70
N58054'50"W
L14
134.26
N47'1 1'00"W
L15
79.36
S54'39'37"W
L16
79.33
N67°01'14"W
L17
117.82
N47006'21"W
L18
58.46
S23°25'1T'W
L19
110.93
N71001'44"W
L20
110.79
N57'02'09"W
L21
79.97
S79014'20"W
L22
127.05
S55'50'1 5"W
L23
90.28
878°41'42"W
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
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
L32
44.45
SO4'03'05"W
L33
71.60
801°32'56"W
L34
55.83
S00'37'48"E
L35
80.54
S05°34'47"W
L36
130.60
S02°21'2T'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
S25'1 9'05"E
L44
63.53
S52°04'31"E
L45
46.06
S18°21'27"E
L46
111.42
S25°25'08"E
200 0 200 400 600
GRAPHIC SCALE IN FEET
1 INCH = 200 FEET
LINE TABLE
CURVE TABLE
LINE
LENGTH
BEARING
L47
44.34
S16°54'21"E
L48
64.10
S15033'23"W
L49
110.56
S26'52'55"W
L50
139.75
S39005'06"W
L51
69.90
S43°46'03"W
L52
82.69
S21'51'31"W
L53
43.34
S09'27'59"E
L54
24.51
S65°48'59"E
L55
62.22
S89°24'13"E
L56
74.16
N84059'21"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°5443"E
L65
67.64
S66021'19"E
L66
203.81
S66'08'58"E
L67
201.86
S34020'37"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
S81023'31"E
L73
218.01
S74°41'47"E
L74
13223
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.D9
N29°12'31"E
L79
215.85
N07'12'21"W
LOU
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
L84
101.46
N69°51'43"W
L85
32.66
N34°5453"W
L86
95.79
N13°57'38"W
L87
85.70
NO2°15'42"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
NO2'16'28"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 SHEET 7
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.
UNION PACIFIC
RAILROAD
White River
National Forest
FROM RECORD PROPERTY CORNER / FROM RECORD PROPERTY CORNER w \
AND1-1/2"ALUMINUM CAP P.L.S. 23089 s�
FOUND S51'34'033"E FROM RECORD PROPERTY CORNER \ \ i \\ \ \ \ \ RAILROAD UNION PACIFIC IFIC
�sl- CP FOUND ORIGINAL STONE MONUMENT
�,
�'
s C9? \ \" AT CORN'ER 2 OF SAPHIRE LODE IDENTICAL
h'`cp WITH CORNER 1 OF TOPAZ LODE (MS 20461)
PSE 21.195° \ \ \\ \ \\ \
� s°
° 12� \ T/F /
1"w L55 L56... CS, N%g 5861 LL \ _ A/ro
1� �OO
4o
0'
\Q
1-1/2" ALUMINUM CAP A.P.3 M.S. 20712 OVQ\<�� \\\ <y /
FOUND S69°12'42"W 0.20' /'✓ ° 1. <G PO LQ� \ F UND ORIGINAL STONE MONUMENT
FROM RECORD PROPERTY CORNER s% 560 „ \mo ' ys2\V%� 0A_I \\ \ \ \ �1rOQ / A CORNER 1 OF MS 20461 RUBY LODE
^, 3-1/4" U.S. D.A. BRASS MONUMENT FOUND I� N 59°21'27" E \\ \\ 15� S24°22'53"E 31.22'
L63 9 %7j\�CO " V/^, N28°03'17"W 0.89' FROM RECORD PROPERTY CORNER 1_ 100.96' �g \\ \
LEGEND \�62 _ _...- 5,�\Rti c \ g _L164'
a
�s
s
FOUND 2-1/2" BRASS G.L.O. MONUMENT
C8q . Z
(8) FOUND 1-1/2" ALUMINUM MONUMENT \ Css \T/0, 20 N 6503To8" E 7.43'
WITH P.L.S. AS NOTED \u�(+ ^`
/`
FOUND 3-1/4" ALUMINUM U.S.D.A. OR `L\ a
1-1/2" ALUMINUM CAP A.P. 2 M.S. 20712 \ aj° .�:. 1 _ L82 - \ \ W
CDOT MONUMENT AS NOTED FOUND S67"56'00"E 1.26'
\ c°s
FROM RECORD PROPERTY CORNER
FOUND UNMARKED REBAR \ \ \ L=76.61 Tan=38.33 A=05°29'13" R=800.0 1 L139 \
CHORD=76.58' CHORD BEARING=S27°07'29"E <�
® FOUND ORIGINAL STONE MONUMENT \ \
L=75.27 Tan=37.66 D=05°23'27" R=800.00
SET 1-1/2" ALUMINUM MONUMENT PE & \ CHORD=75.24' CHORD BEARING=S27°10'22"E �' �1oy ��\ \C3 \\ \
PLS 28036 \ o
\
• END OF LINE SEGMENT OR ARC -
PROVIDED FOR DIMENSIONING \ 1" \ �J\`Si%,, \\ \\C4 \
White River m1 L103 �,0 `�
PURPOSES ONLY - NO MONUMENT SET \
FOUND CDOT TYPE 1 RIGHT-OF-WAY National Forest \ 1 \� 1< s<
CENTERLINE OF EXISTING OVERHEAD POWERLINE. NO DEED FOUND. y \ (i
MARKER ` THIS USE MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED 11 1 \
(W. R.N.F.) CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684.
SET 2' ALUMINUM MONUMENT, PE & PLS e
#28036 \ L11 _..._..._ L7z..._..._..._. 177 _ i" 11 IIC5 768
-J73
C73
0 FOUND 2" ALUMINUM MONUMENT, PLS - vo 1
3-114" U.S.D.A. BRASS MONUMENT FOUND > I
#23D$9 N27°54'00 "W 1.35' FROM RECORD PROPERTY CORNER 101 11 61� I
�- S24° 8'38"E 57.10'
S24°28'38" 79.86'
AND 1-1/2" ALUMINUM REFERENCE MONUMENT
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
S07°33'41"E
L100
832.40
S22°22'09"W
L101
73.83
N86000'16"E
L102
122.92
N54033'32"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°06'36"E
L109
114.40
N73°03'36"E
L139
46.56
S88°02'1 WE
L140
110.14
N45°56'16"E
L141
47.41
N56°13'01"E
L142
201.22
520'20'43"E
L143
294.21
S19°09155"E
L144
165.33
S19046'19"E
L145
16.92
S19°01'52"E
L146
77.42
S14°37'38"E
L147
38.55
S14°37'38"E
L148
100.96
N59°21'27"E
L149
8.28
N59021'27"E
L150
109.10
S00049'58"E
L151
22.42
S30039'47"W
L152
66.59
S89'10'02"W
L153
42.48
S30°39'47"W
L154
48.02
530'39'47"W
L155
39.09
N13°07'52"W
L156
44.76
330°39'47W
L157
155.38
N59°22'30"E
L158
131.43
N45'06'44"W
L159
86.36
N59'21'27"E
L160
55.86
N59'21'OT'E
_161
625.71
S19013'15"E
L162
246.47
N53°55'33"W
L163
137.00
N24'28'38W
L164
40.00
N24'22'53"W
L165
74.99
N53°55'33"W
L166
140.75
S21'45'15"E
L167
192.30
S20012'45W
L168
4.26
N01'30'38"W
L169
30.00
S88°29'22"W
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 SHEET 7
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.
UNION PACIFIC
RAILROAD
White River
National Forest
FROM RECORD PROPERTY CORNER / FROM RECORD PROPERTY CORNER w \
AND1-1/2"ALUMINUM CAP P.L.S. 23089 s�
FOUND S51'34'033"E FROM RECORD PROPERTY CORNER \ \ i \\ \ \ \ \ RAILROAD UNION PACIFIC IFIC
�sl- CP FOUND ORIGINAL STONE MONUMENT
�,
�'
s C9? \ \" AT CORN'ER 2 OF SAPHIRE LODE IDENTICAL
h'`cp WITH CORNER 1 OF TOPAZ LODE (MS 20461)
PSE 21.195° \ \ \\ \ \\ \
� s°
° 12� \ T/F /
1"w L55 L56... CS, N%g 5861 LL \ _ A/ro
1� �OO
4o
0'
\Q
1-1/2" ALUMINUM CAP A.P.3 M.S. 20712 OVQ\<�� \\\ <y /
FOUND S69°12'42"W 0.20' /'✓ ° 1. <G PO LQ� \ F UND ORIGINAL STONE MONUMENT
FROM RECORD PROPERTY CORNER s% 560 „ \mo ' ys2\V%� 0A_I \\ \ \ \ �1rOQ / A CORNER 1 OF MS 20461 RUBY LODE
^, 3-1/4" U.S. D.A. BRASS MONUMENT FOUND I� N 59°21'27" E \\ \\ 15� S24°22'53"E 31.22'
L63 9 %7j\�CO " V/^, N28°03'17"W 0.89' FROM RECORD PROPERTY CORNER 1_ 100.96' �g \\ \
LEGEND \�62 _ _...- 5,�\Rti c \ g _L164'
a
�s
s
FOUND 2-1/2" BRASS G.L.O. MONUMENT
C8q . Z
(8) FOUND 1-1/2" ALUMINUM MONUMENT \ Css \T/0, 20 N 6503To8" E 7.43'
WITH P.L.S. AS NOTED \u�(+ ^`
/`
FOUND 3-1/4" ALUMINUM U.S.D.A. OR `L\ a
1-1/2" ALUMINUM CAP A.P. 2 M.S. 20712 \ aj° .�:. 1 _ L82 - \ \ W
CDOT MONUMENT AS NOTED FOUND S67"56'00"E 1.26'
\ c°s
FROM RECORD PROPERTY CORNER
FOUND UNMARKED REBAR \ \ \ L=76.61 Tan=38.33 A=05°29'13" R=800.0 1 L139 \
CHORD=76.58' CHORD BEARING=S27°07'29"E <�
® FOUND ORIGINAL STONE MONUMENT \ \
L=75.27 Tan=37.66 D=05°23'27" R=800.00
SET 1-1/2" ALUMINUM MONUMENT PE & \ CHORD=75.24' CHORD BEARING=S27°10'22"E �' �1oy ��\ \C3 \\ \
PLS 28036 \ o
\
• END OF LINE SEGMENT OR ARC -
PROVIDED FOR DIMENSIONING \ 1" \ �J\`Si%,, \\ \\C4 \
White River m1 L103 �,0 `�
PURPOSES ONLY - NO MONUMENT SET \
FOUND CDOT TYPE 1 RIGHT-OF-WAY National Forest \ 1 \� 1< s<
CENTERLINE OF EXISTING OVERHEAD POWERLINE. NO DEED FOUND. y \ (i
MARKER ` THIS USE MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED 11 1 \
(W. R.N.F.) CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684.
SET 2' ALUMINUM MONUMENT, PE & PLS e
#28036 \ L11 _..._..._ L7z..._..._..._. 177 _ i" 11 IIC5 768
-J73
C73
0 FOUND 2" ALUMINUM MONUMENT, PLS - vo 1
3-114" U.S.D.A. BRASS MONUMENT FOUND > I
#23D$9 N27°54'00 "W 1.35' FROM RECORD PROPERTY CORNER 101 11 61� I
�- S24° 8'38"E 57.10'
S24°28'38" 79.86'
AND 1-1/2" ALUMINUM REFERENCE MONUMENT
11 I
CURVE TABLE
FOUND S55°01'43"E 10.22 FEET FROM RECORD
CURVE
LENGTH
RADIUS DELTA CHORD LENGTH
CHORD BEARING
C1
56.06
155.24 20041'32"
55.76
S24'25'23"W
C2
117.18
112.55 59'39'01"
111.96
N04'56'38"E
C3
130.65
450.82 16'36'18"
130.20
N4629'1 1"W
C4
142.72
360.00 22°42'53"
141.79
N26°4936"W
C5
141.82
1027.51 7°54'29"
141.70
N11°30'55"W
C6
238.65
456.85 29°55'50"
235.95
N07024'14"E
C7
527.57
1010.67 29°54'30"
521.60
S07°2454"W
C8
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 18027'27"
80.19
N17'49'54"E
C 11
25.32
200.00 7°15'16"
25.31
N30°41'16"E
C12
63.41
111.74 32°30'56"
62.56
S18'03'26W
C25
365.80
915.00 22054'20"
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 2030'34"
147.37
S17057'58"E
C30
301.02
1286.60 13024'19"
300.34
S10°00'31"E
C31
526.06
994.91 30017'42"
519.95
N09'19'47"W
C32
82.80
880.00 5°2327"
82.77
N27'10'22'w
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
160.491
994.91 9014'33"
160.32
N20°07'14"E
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 SHEET 7
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.
UNION PACIFIC
RAILROAD
White River
National Forest
FROM RECORD PROPERTY CORNER / FROM RECORD PROPERTY CORNER w \
AND1-1/2"ALUMINUM CAP P.L.S. 23089 s�
FOUND S51'34'033"E FROM RECORD PROPERTY CORNER \ \ i \\ \ \ \ \ RAILROAD UNION PACIFIC IFIC
�sl- CP FOUND ORIGINAL STONE MONUMENT
�,
�'
s C9? \ \" AT CORN'ER 2 OF SAPHIRE LODE IDENTICAL
h'`cp WITH CORNER 1 OF TOPAZ LODE (MS 20461)
PSE 21.195° \ \ \\ \ \\ \
� s°
° 12� \ T/F /
1"w L55 L56... CS, N%g 5861 LL \ _ A/ro
1� �OO
4o
0'
\Q
1-1/2" ALUMINUM CAP A.P.3 M.S. 20712 OVQ\<�� \\\ <y /
FOUND S69°12'42"W 0.20' /'✓ ° 1. <G PO LQ� \ F UND ORIGINAL STONE MONUMENT
FROM RECORD PROPERTY CORNER s% 560 „ \mo ' ys2\V%� 0A_I \\ \ \ \ �1rOQ / A CORNER 1 OF MS 20461 RUBY LODE
^, 3-1/4" U.S. D.A. BRASS MONUMENT FOUND I� N 59°21'27" E \\ \\ 15� S24°22'53"E 31.22'
L63 9 %7j\�CO " V/^, N28°03'17"W 0.89' FROM RECORD PROPERTY CORNER 1_ 100.96' �g \\ \
LEGEND \�62 _ _...- 5,�\Rti c \ g _L164'
a
�s
s
FOUND 2-1/2" BRASS G.L.O. MONUMENT
C8q . Z
(8) FOUND 1-1/2" ALUMINUM MONUMENT \ Css \T/0, 20 N 6503To8" E 7.43'
WITH P.L.S. AS NOTED \u�(+ ^`
/`
FOUND 3-1/4" ALUMINUM U.S.D.A. OR `L\ a
1-1/2" ALUMINUM CAP A.P. 2 M.S. 20712 \ aj° .�:. 1 _ L82 - \ \ W
CDOT MONUMENT AS NOTED FOUND S67"56'00"E 1.26'
\ c°s
FROM RECORD PROPERTY CORNER
FOUND UNMARKED REBAR \ \ \ L=76.61 Tan=38.33 A=05°29'13" R=800.0 1 L139 \
CHORD=76.58' CHORD BEARING=S27°07'29"E <�
® FOUND ORIGINAL STONE MONUMENT \ \
L=75.27 Tan=37.66 D=05°23'27" R=800.00
SET 1-1/2" ALUMINUM MONUMENT PE & \ CHORD=75.24' CHORD BEARING=S27°10'22"E �' �1oy ��\ \C3 \\ \
PLS 28036 \ o
\
• END OF LINE SEGMENT OR ARC -
PROVIDED FOR DIMENSIONING \ 1" \ �J\`Si%,, \\ \\C4 \
White River m1 L103 �,0 `�
PURPOSES ONLY - NO MONUMENT SET \
FOUND CDOT TYPE 1 RIGHT-OF-WAY National Forest \ 1 \� 1< s<
CENTERLINE OF EXISTING OVERHEAD POWERLINE. NO DEED FOUND. y \ (i
MARKER ` THIS USE MAY BE PERMITTED IN ACCORDANCE WITH THE REVISED 11 1 \
(W. R.N.F.) CONSENT DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684.
SET 2' ALUMINUM MONUMENT, PE & PLS e
#28036 \ L11 _..._..._ L7z..._..._..._. 177 _ i" 11 IIC5 768
-J73
C73
0 FOUND 2" ALUMINUM MONUMENT, PLS - vo 1
3-114" U.S.D.A. BRASS MONUMENT FOUND > I
#23D$9 N27°54'00 "W 1.35' FROM RECORD PROPERTY CORNER 101 11 61� I
�- S24° 8'38"E 57.10'
S24°28'38" 79.86'
AND 1-1/2" ALUMINUM REFERENCE MONUMENT
11 I
I I I
FOUND S55°01'43"E 10.22 FEET FROM RECORD
I
FOUND ORIGINAL STONE MONUMENT
PROPERTY CORNER
I�
AT ANGLE POINT NO. 6 OF H.E.S. 40
W
V)
KEY MAP L=262.58 Tan=132.20
D=16°26'33" R=915.00 \
I I
Chi
�_ I
o�
\
;DOT RIGHT-OF-WAY
PER BOUNDARY
AGREEMENT
RE EPTION NUMBER:201812787
ECORDED: JULY 7, 2018
L=4 6.38 Tan=222.42
A=2° 19'32" R=915.00
TF �B40
y
gk2
f
�r-
s
�0
SHEET 5 H.E.S. No. 40 1-1/2"ALUMINUM MONUMENT PI&PLS 23089 FOUND / �S00S
PATENT DATE: 3-7-1912 S28°10'32"W 4.98' FROM RECORD PROPERTY CORNER / Cn�j" �}S'� S+j� ��
wl 928,E
/ �, •sem
APPARENT PRESCRIPTIVE ACCESS EASEMENT 30.00 FEET WIDE M'v / / FOUND ORIGINAL STONE
FOR PURPOSES OF ACCESSING THE CONSOLIDATED TAILINGS2 O UMENT AT ANGLE POINT
PILE (CTP), THE MINE DISCHARGE WASTEWATER TREATMENT , �/ ' �' I NSD. 3 OF MS 20461 RUBY LODE
FACILITY AND ASSOCIATED INFRASTRUCTURE AND / / °b' nJ
C� APPURTENANCES. NO DEED FOUND. THIS ACCESS MAY BE
PERMITTED IN ACCORDANCE WITH THE REVISED CONSENT / / �/ �// V \ I I - o2Z
/ o DECREES RECORDED IN BOOK 445 AT PAGES 683 AND 684.
°� o / / / / NN FOUND 3-1/4" U.S.D.A ALUMINUM CAP
a o
S H 6 � 922 a S35 45 52 W / � V '0' /� � MARKED "COR 2 HE 40" N43°03'31"E 0.60'
�y 1553 / 205.41' / / / ti - / FROM CALCULATED ORNER
Z`� e`N--� 6� L=26.42 C1111
MONUMENT
BENT 3-1/4" ALUMINUM RIGHT-OF-WAY I o / / / / 1
MONUMENT FOUND N20'1T54"W 0.33' �� / / Y -/ A=00°3 '43" R=2408.63
FROM RECORD PROPERTY CORNER /
j i / / I �� OQ"
�" ^ tiF / , ,w4 SEE DETAIL / „ �, �P� 2
�� CDOT RIGHT-OF-WAY PER61Qo��3��1
1-1/2" ALUMINUM CAP PE&PLS 23089 BOUNDARY AGREEMENT ;
tr�� , P
FOUND S23°20'23"W 782.34' FROM V RECEPTION NUMBER: 201812787 Battle One
ANGLE POINT NO. 6 OF H.E.S. 40 FOUND ORIGINAL STONE .( RECORDED: JULY 7, 2018
MONUMENT AT COR 2 .� / I V �l ^ -
MS 20461 PURITAN LODE �AS°s / / vgsl Developer
S T 7 ; , �6 °6 Q LLLP
S E T ="^ 4111
�CV
N
lb
Vi'
3-1/4" ALUMINUM RIGHT-OF-WAY / / / C�/ O/FOUND 3-1/4" U.S.D.A. MONUMENT
MONUMENT FOUND N82°03'50"E 0.23' / / / I o ^." �• / / 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 I / cn , zO ( W.C. N 59'22'30" E 14.64' FROM CALCULATED
DISCHARGE CONVEYANCE PIPELINE. NO DEED FOUND. I 1 I 1 0 OII ()f COR. NO.3 MS 20461 PURITAN LODE
o
THESE USES MAY BE PERMITTED IN ACCORDANCE WITH �' j IC7 o ' j o
THE REVISED CONSENT DECREES RECORDED IN BOOK 445 N I I I o y I 0) 00/
AT PAGES 683 AND 684. I I 00 I
_ - SHEET8 �a i I _ - I _ SH_E_ ET8
-- -- -- - -- -- --
-- -- - -- -- -- -- -- -- -- -- - - - - -- -- -- -- ---
TIGIWON ROAD EASEMENTZI I i 79J
60.00 FEET WIDE I J N 6'13
-- -- -- -- -- -- -- FOUNgq'ORIGINAL STONE MONUMENT -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- --�- --IFI-�--- - -- - --�-- ---�--AT ANGLE POINT NO. 5 OF H.E.S. 40 AND BOOK 135 PAGE 72 CO C A
SHEET 7 COUNTY SURVEYOR'S CERTIFICATE III N II \ SHEET 7
AT NGLE POINT NO. 1 OF H.E.S. 41 I �- 15.00'
ST Deposited this day of _, 203, at • ZO fJ .m. in 15.00' -�I i \ \ / o�TFAc
2° j �e OC
h 32 p Book _.pf the Eagle County Surveyor's Land Survey Plats Rights- j �C8--- I 2- /2"ALUMINUM CAP PE/PLS ,
0'E -' \ I - t I ' MARKED "COR 3 HES 40" FOUND N45'13'42"E 92i
190j �- of -Way Surveys at Pagej��. This Land Survey Plat complies witl- yo ^L. I I 0:50' FROM RECORD LOCATION FOR CORNER
2 Section 38-51-102, of the Colorado Revised Statutes. �ry� t4v // i \�10.3OF H.E.S. 40
b
I-
W
W
V)
•
N
�W
Z0
>_
u0
U
6U
Z 0
rrAA.,>
VJ� Ix
iz
w�
Wa
WL►
�I
Q
'Z 0
�a
Zz
ISI .I
W W
O
V (n
aOD
M OD0
O Ix
q
W
tA
tnz
l9"
�m
�LLJ
Z
Mrd
Wnn
Q
0
F-
0 W
N N
Z
�0
Z_
�z
V' U
a� r
."
W
M a
a`
leU
O
N
a
dj!2
N
d
L7
o
CIO m
z
d
s
z
� o
n
L
IL
C) Luj
d
r
N
Q.
.2
6- �
�
L.
d
9 s
n =
N
(' 0
a
!�
GoGo
C
o
N
N
-py
N
Q
U
..
W W 1
sa
w
z
=
4+ N
Z
< O
af
`" o
Eil
N
CL
g �
r LL.
d
s
o �
a
II �
_ ,o
o
LLi
w
Lu
z
U
¢ W
U =
' V) ` cn
D
Q m
D
= m
U
LUm
z
O
LU
0
J C)
nez