HomeMy WebLinkAbout1096RAILROAD TRACKS
EAGLE RIVER
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\ 1CENTERLINE OF U.S. HIGHWAY 24
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TIE: S89°58'35W �` \
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(BASIS OF BEARING)
'\ 2694.09'
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FOUND 2 -1/2 -INCH BRASS G.L.O. MONUMENT %CD
AT THE SOUTHWEST CORNER OF SECTION J OD N
36, TOWNSHIP 5 SOUTH, RANGE 81 WEST,
°' `'�
6TH P.M.
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FOUND 2 -1/2 -INCH BRASS G.L.O. MONUMENT
AT THE SOUTH QUARTER CORNER OF
SECTION 36, TOWNSHIP 5 SOUTH, RANGE 81 39"E
WEST, 6TH P.M. AND ANGLE POINT NO. 1 OF Nl7°3fi
H.E.S. 46 363
COR. 3 MS 20293 COOLIDGE LODE
FOUND PLS 23089 MONUMENT
S84'34'00"E17.90'FROM CORNER �FSo
Off?�"
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WESTERN EDGE OF U.S. HIGHWAY 24
RIGHT-OF-WAY BASED ON A BOUNDARY
AGREEMENT WITH CDOT RECORDED
JULY 27, 2018 AT RECEPTION NUMBER 201812787
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EASTERN EDGE OF U.S. HIGHWAY 24 RIGHT-OF-WAY
BASED DE A BOUNDARY AGREEMENT WITH MBE SEC Tl ON
RECORDED JULY 27, 2018 AT RECEPTION NUMBER
201812787
293
MS � \
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EAGLE RIVER \ �'� { FMO. CDOT TYPE 2 MON o
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FOUND PLS 23089 MONUMENT
N76'05'10"W,11.62' FROM CORNER
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FND. CDOT TYPE 2 MON�-
CM-CP1505 MP 150.4
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LINE
LENGTH
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L1
234.65
N86"45'52"E
L2
254.18
N27°45'01"E
FND. CDOT TYPE 2 MON
170.22
S69°31'18"E
L4
CWCP1506
OVERHEAD UTILITY LINES. NO
L5
176.86
S41 °22'37"E
RECORDED EASEMENT FOUND.
174.99
MS
L7
151.99
N42°51'59"E
7g 3�Lky
71.38
N62'21'47"E
L9
308.83
S52'4T28"W
L10
86.05
S41°41'59"E
L11
85.74
S66'25'22W
L12
222.52
N46'43'47"W
L13
131.42
N71'28'30"W
APPROXIMATE BOUNDARY OF THE
FORMER TOWN OF GILMAN INCLUDING
/
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BUILDINGS AND ROADWAYS
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MS 3865 ROYAL ARCH
yp —FOUND PLS 23089 MONUMENT
N
S41'41'59"E,86.05' FROM CORNER
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g
MS 19622 SUCCESS LODE
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MS 2302 GREAT EASTERN/
23089 MONUMENT
13' FROM CORNER /a /
IC? a� "'r. I I t ASS 2301 FAN01C
MS 3360 LITTLE Y (FRACTIONAL)
//
FOUND PLS 23089 MONUMENT
N86'2236"E,9.61' FROM CORNER ! / / / MS 1731 WILKE513ARRE r�
OVERHEAD UTILITY LINES.
NO RECORDED EASEMENT FOUND
G.r oy� / // 50' GAS EASEMENT /
BK 201 PG 93 GILMAN LATERAL
b'fb / S/ g P APPROXIMATE BOUNDARY OF THE
b`Y4 �� 5 // 12°A FORMER TOWN OF GILMAN INCLUDING
41�5b AP/ 05 \ BUILDINGS AND ROADWAYS
FOUND PLS 23089 MONUMENT
N71'OT31"E,9.88' FROM CORNER
1 / // /,' ,
/ 19.91 \oy 1 /
1sy2 ^ o r SET 90' W.0 .g�
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52�2�1 Fa��
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ROCK CREEK
sv9
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S103 50' GAS
BK 201 PG 93 GILNIA
MS1�9 GOLD fR 1iE7Rp�
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MS
MS 118 RFD ROCK
U.S. HIGHWAY 24 RIGHT-OF-WAY BASED
ON A BOUNDARY AGREEMENT WITH
CDOT RECORDED JULY 27, 2018 AT
RECEPTION NUMBER 201812787
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SHEET KEY MAP
SURVEY MONUMENT LEGEND
2-1/2" BRASS G.L.O. MONUMENT, FOUND
E] STONE MONUMENT, FOUND
is MOUND OF STONES, FOUND - 2" ALUMINUM CAP 28036, SET
4-1/2" ALUMINUM MONUMENT, FOUND
(7 1-1/2" ALUMINUM MONUMENT, PE & PLS #28036, SET
m 1-1/2" ALUMINUM REFERENCE MONUMENT, PE & PLS #28036, SET
2" ALUMINUM MONUMENT, PE & PLS #28036, SET
1-1/2" ALUMINUM MONUMENT, PLS #4451, FOUND
0 1-1/2" ALUMINUM MONUMENT, PLS #23089, FOUND
i� 3-1/4" ALUMINUM CDOT RIGHT-OF-WAY MONUMENT, SET
3-1/4" ALUMINUM CDOT R.O.W MONUMENT, FOUND
2" ALUMINUM MONUMENT, PLS #23089, FOUND
BEARING TREE
O 2-1/2" IRON PIPE, FOUND
0 1-1/2" ALUMINUM MONUMENT, PLS #20695, FOUND
1-1/2" ALUMINUM MONUMENT, PLS #14109, FOUND
e 1-1/2" ALUMINUM MONUMENT, PLS #11204, FOUND
® RED PLASTIC CAP, PLS #26626
G 1-1/2" ALUMINUM CAP, PLS #4551, FOUND
NO MONUMENT SET
3-1/4" ALUMINUM U.S.D.A. MONUMENT, (FOUND)
WOOD POST
UTILITY POLE
PROPERTY LINE
TIE LINES
MINERAL SURVEY LINES
SECTION LINES
RAILROAD TRACKS
EXISTING RR R.O.W. COUNTY SURVEYOR'S CERTIFICATE
S7-
- — — — — — EASEMENT LINE Deposited this 3 / day of �Iq 20
Bookaof the Eagle Coun Surveyor's Lar
-- FIHF CHE OVERHEAD UTILITY LINE of -Way Surveys at Page This Land S
Section 38-51-102, of the Colorado Revised
---- ----
CDOT RIGHT-OF-WAY
200 0 200 400 600
GRAPHIC SCALE IN FEET
1 INCH = 200 FEET
NOTICE: According to Colorado law you MUST commence any legal action
SHEEN' 3 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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— — — —
LINE TABLE
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m
LINE
LENGTH
BEARING
L1
234.65
N86"45'52"E
L2
254.18
N27°45'01"E
L3
170.22
S69°31'18"E
L4
171.68
S38'28'51"W
L5
176.86
S41 °22'37"E
L6
174.99
S17'30'30"W
L7
151.99
N42°51'59"E
L8
71.38
N62'21'47"E
L9
308.83
S52'4T28"W
L10
86.05
S41°41'59"E
L11
85.74
S66'25'22W
L12
222.52
N46'43'47"W
L13
131.42
N71'28'30"W
SURVEY MONUMENT LEGEND
2-1/2" BRASS G.L.O. MONUMENT, FOUND
E] STONE MONUMENT, FOUND
is MOUND OF STONES, FOUND - 2" ALUMINUM CAP 28036, SET
4-1/2" ALUMINUM MONUMENT, FOUND
(7 1-1/2" ALUMINUM MONUMENT, PE & PLS #28036, SET
m 1-1/2" ALUMINUM REFERENCE MONUMENT, PE & PLS #28036, SET
2" ALUMINUM MONUMENT, PE & PLS #28036, SET
1-1/2" ALUMINUM MONUMENT, PLS #4451, FOUND
0 1-1/2" ALUMINUM MONUMENT, PLS #23089, FOUND
i� 3-1/4" ALUMINUM CDOT RIGHT-OF-WAY MONUMENT, SET
3-1/4" ALUMINUM CDOT R.O.W MONUMENT, FOUND
2" ALUMINUM MONUMENT, PLS #23089, FOUND
BEARING TREE
O 2-1/2" IRON PIPE, FOUND
0 1-1/2" ALUMINUM MONUMENT, PLS #20695, FOUND
1-1/2" ALUMINUM MONUMENT, PLS #14109, FOUND
e 1-1/2" ALUMINUM MONUMENT, PLS #11204, FOUND
® RED PLASTIC CAP, PLS #26626
G 1-1/2" ALUMINUM CAP, PLS #4551, FOUND
NO MONUMENT SET
3-1/4" ALUMINUM U.S.D.A. MONUMENT, (FOUND)
WOOD POST
UTILITY POLE
PROPERTY LINE
TIE LINES
MINERAL SURVEY LINES
SECTION LINES
RAILROAD TRACKS
EXISTING RR R.O.W. COUNTY SURVEYOR'S CERTIFICATE
S7-
- — — — — — EASEMENT LINE Deposited this 3 / day of �Iq 20
Bookaof the Eagle Coun Surveyor's Lar
-- FIHF CHE OVERHEAD UTILITY LINE of -Way Surveys at Page This Land S
Section 38-51-102, of the Colorado Revised
---- ----
CDOT RIGHT-OF-WAY
200 0 200 400 600
GRAPHIC SCALE IN FEET
1 INCH = 200 FEET
NOTICE: According to Colorado law you MUST commence any legal action
SHEEN' 3 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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— — — —
LINE TABLE
]C
m
LINE
LENGTH
BEARING
L14
205.94
N64°45'27"W
L15
156.14
S20°28'24"W
L16
153.50
S49°14'41"W
L17
180.17
N07°06'22"W
L18
302.19
N32°18'42"E
L19
253.29
N57°24'09"E
L20
138.67
N30°23'37"W
L21
200.99
S29'22'42"E
L22
171.58
S03'47'09"E
L23
80.72
SO4'1 4'48"W
L24
235.86
589'53'50"W
L25
179.51
N 11 °04'40"E
SURVEY MONUMENT LEGEND
2-1/2" BRASS G.L.O. MONUMENT, FOUND
E] STONE MONUMENT, FOUND
is MOUND OF STONES, FOUND - 2" ALUMINUM CAP 28036, SET
4-1/2" ALUMINUM MONUMENT, FOUND
(7 1-1/2" ALUMINUM MONUMENT, PE & PLS #28036, SET
m 1-1/2" ALUMINUM REFERENCE MONUMENT, PE & PLS #28036, SET
2" ALUMINUM MONUMENT, PE & PLS #28036, SET
1-1/2" ALUMINUM MONUMENT, PLS #4451, FOUND
0 1-1/2" ALUMINUM MONUMENT, PLS #23089, FOUND
i� 3-1/4" ALUMINUM CDOT RIGHT-OF-WAY MONUMENT, SET
3-1/4" ALUMINUM CDOT R.O.W MONUMENT, FOUND
2" ALUMINUM MONUMENT, PLS #23089, FOUND
BEARING TREE
O 2-1/2" IRON PIPE, FOUND
0 1-1/2" ALUMINUM MONUMENT, PLS #20695, FOUND
1-1/2" ALUMINUM MONUMENT, PLS #14109, FOUND
e 1-1/2" ALUMINUM MONUMENT, PLS #11204, FOUND
® RED PLASTIC CAP, PLS #26626
G 1-1/2" ALUMINUM CAP, PLS #4551, FOUND
NO MONUMENT SET
3-1/4" ALUMINUM U.S.D.A. MONUMENT, (FOUND)
WOOD POST
UTILITY POLE
PROPERTY LINE
TIE LINES
MINERAL SURVEY LINES
SECTION LINES
RAILROAD TRACKS
EXISTING RR R.O.W. COUNTY SURVEYOR'S CERTIFICATE
S7-
- — — — — — EASEMENT LINE Deposited this 3 / day of �Iq 20
Bookaof the Eagle Coun Surveyor's Lar
-- FIHF CHE OVERHEAD UTILITY LINE of -Way Surveys at Page This Land S
Section 38-51-102, of the Colorado Revised
---- ----
CDOT RIGHT-OF-WAY
200 0 200 400 600
GRAPHIC SCALE IN FEET
1 INCH = 200 FEET
NOTICE: According to Colorado law you MUST commence any legal action
SHEEN' 3 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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