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COR. NO. 3 MS 5712 PERU LODE
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COR. 3 MS 19500
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COR. NO. 3 MS 5712 PERU LODE
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/ w i' i AGREEMENT WITH CDOT RECORDED °`L1'25,1 E 39 VV I S 6053'191, COR. 3 MS 20293 COOLIDGE LODE
---- ------j JULY 27, 2018 AT RECEPTION NUMBER 201812787 S 10 4"80' ' N WESTERN EDGE OF U.S. HIGHWAY 24 / - TRACT E POB
- , I TKACl D = , \ ,, - 389 77' 612.0 RIGHT-OF-WAY BASED ON A BOUNDARY
/ 0.52 Acres ` / / � v o3 S 1603 - FAP No. 78(2) STA. 77 x 00 N AGREEMENT WITH CDOT RECORDED 1p6593�/
14 �� FAP No. 78(2) STA. 66 x 00
628^ 6'S6�� X00 O N , JULY 27, 2018 AT RECEPTION NUMBER 201812787 /
MS 19856 RIVER BEND MILL SITE - , / _ ` 3p9.21 • E MS20 631.44' V V (L�O g� y FOUND ORIGINAL STONE MONUMENT AT CORNER zN 5p 18� ' o��
1 I PATENT DATE 7-27-1920 - / 4
C 3 TA�-`3O q y GjD` �O� Z NO. 2 OF MS 2367 JOHN C. GODFREY o ,\\ 00 -Irl,
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_ - - - - - - U.S. Highway 24 - - - FAP No. 78(2) STA. 80 x 00
-- - - ^' m N / N77°36'39"E 20.62
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LN TICE: According to Colorado law you UST 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.
PURPOSES ONLY - NO MONUMENT SET
FOUND CDOT TYPE 1 RIGHT-OF-WAY
MARKER
SET 2" ALUMINUM MONUMENT, PE & PLS
#28036
FOUND 2" ALUMINUM MONUMENT, PLS
#23089 -- -- -- ---
Depos ted this AA_ day of 20f q, at 1_',40 P.m. in
Book of the Eagle County =This
Land Survey Plats/Rights-
of-Way Surveys at Page This Land Survey Plat complies with
Section 38-51-102, of the Colorado Revised Statutes.
m N12'33'49"W 20.94'
49,
COR. No.6 MS 5712 ROSA M. LODE N12"33`4g,1W
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.046- BROOKLYN PLACER
SOUTHWEST CORNER OF SECTION 36, OPD
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PO\F\G
ONP
SHEET 8
LINE TABLE
LINEILENGTHI
BEARING
L170
00
LU
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299.21
N18"04'49"W
L172
50.25
S7703639"W
L173
81.85
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L175
58.25
N30039'47"E
L176
63.42
S82°41'41"W
L177
190.27
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184.78
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L181
352.10
N30039'47"E
L182
49.17
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L183
H.E.S. No. 41
LEGEND
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PATENT DATE: 3-7-1912
N11°46'32"W
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86.97
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2°49'57"
130.23 1
FOUND 2-1/2" BRASS G.L.O. MONUMENT
1
823.26
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FOUND 1-1/2" ALUMINUM MONUMENT
\ \\
18°49'04"
213.76
C49
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WITH P.L.S. AS NOTED
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C50
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63.46
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CDOT MONUMENT AS NOTED
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PLS 28036
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END OF LINE SEGMENT OR ARC
PROVIDED FOR DIMENSIONING
' COUNTY SURVEYOR'S CERTIFICATE
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LN TICE: According to Colorado law you UST 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.
PURPOSES ONLY - NO MONUMENT SET
FOUND CDOT TYPE 1 RIGHT-OF-WAY
MARKER
SET 2" ALUMINUM MONUMENT, PE & PLS
#28036
FOUND 2" ALUMINUM MONUMENT, PLS
#23089 -- -- -- ---
Depos ted this AA_ day of 20f q, at 1_',40 P.m. in
Book of the Eagle County =This
Land Survey Plats/Rights-
of-Way Surveys at Page This Land Survey Plat complies with
Section 38-51-102, of the Colorado Revised Statutes.
m N12'33'49"W 20.94'
49,
COR. No.6 MS 5712 ROSA M. LODE N12"33`4g,1W
� I i
W ' N77"39'37"E 2.02 N18"04'49"W 21.04'
N ww
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BROOKLYN PLACER
MS 19500 BROOKLYN PLACER LODE
bb w
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Qp,G\F\G LINE 5-6 MS 19500
BROOKLYN PLACER
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.046- BROOKLYN PLACER
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PO\F\G
ONP
SHEET 8
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LINE TABLE
LINEILENGTHI
BEARING
L170
96.89
N77°36'39"E
L171
299.21
N18"04'49"W
L172
50.25
S7703639"W
L173
81.85
N13W52"W
L174
48.45
N76"52'08"E
L175
58.25
N30039'47"E
L176
63.42
S82°41'41"W
L177
190.27
N30"3947"E
L178
63.42
N82'41'41"E
L179
184.78
N30"39'47"E
L180
82.31
S00'49'58"E
L181
352.10
N30039'47"E
L182
49.17
S89'1 0'02"W
L183
114.28
S61"41'50"E
L184
175.60
S48 -39'59"W
L185
509.04
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L186
86.97
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SRPGS E /
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CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA CHORD LENGTH CI
C37
135.32
2434.10
3°11'07"
135.30 1
C38
150.44
553.78
15°33'54"
149.98 1
C39
244.56
3794.72
3°41'33"
244.52
C40
226.02
711.48
18"12'05"
225.07
C41
117.60
2441.64
2045'34"
117.59
C42
367.05
1787.09
11 °46'05"
366.41
C43
300.95
29900.64
0°34'36"
300.95
C44
193.66
788.65
14°04'10"
193.17
C45
124.90
1638.73
4"22'01"
124.87
C46
130.25
2634.59
2°49'57"
130.23 1
C47
502.96
823.26
35000'13"
495.17
C48
214.72
653.78
18°49'04"
213.76
C49
140.88
2534.10
3"11'07"
140.86
C50
63.46
2398.64
130'57"
63.46
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