HomeMy WebLinkAboutSurvey 21668RECORD OF SURVEY
o soo t000 2000 a000 a000 e000 LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND
SECTIONS 17, 18, 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
SCALE` �� � 20W (1)DESCHUTES COUNTY, OREGON
NORTH DECEMBER 2025
FOUND COGRID MARK "PAULINA PEAK"
(GIS 053), BRASS CAP MISSING, TIED
REMAINING POST GROUTED INTO ROCK.
k /
5
ro ��
2+00
H
kkXp4 CZ L2 t
C, CENTERLINE OF
DEVILS HORN RD
'cS FS 2125
1205
i
i/ FOUND 2-1/2" ALUM. CAP ON ALUM. PIPE, MARKED:
i
i
i T. 21 S.
i 1/4 COR.
i
R I R
12 36 • 31 13
� E
1980
• f H.C.H. P.L.S.
O.R.1898
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SHEET 6 /
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NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO MEMORIALIZE THE LOCATION OF DEVIL'S HORN ROAD (FS 2125)
PRIOR TO WIDENING AND IMPROVING THE ROAD, AT THE REQUEST OF THE U.S. FOREST SERVICE. THIS
SECTION OF DEVILS HORN ROAD SURVEYED DEFINES A PORTION OF THE SOUTHERLY BOUNDARY OF THE
NEWBERRY NATIONAL VOLCANIC MONUMENT, WHICH IS RELATED TO THE EXISTING ROAD CENTERLINE.
PRIOR TO SURVEYING THE ROAD, CONTROL WAS ESTABLISHED AND TIED INTO PUBLISHED MONUMENTS
AS SHOWN. THE CENTERLINE OF SAID ROAD WAS THEN SURVEYED BASED ON THIS CONTROL THE
CENTERLINE SURVEYED AND SHOWN ON THIS MAP IS REPRESENTATIVE OF THE CENTER OF TRAVELED
WAY OF THE EXISTING ROAD PRIOR TO BEING IMPROVED.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS
DETERMINED BY GPS OBSERVATIONS USING THE OREGON REAL-TIME GNSS NETWORK (ORGN) AND A
TRIMBLE CALIBRATION USING PUBLISHED COORDINATES FOR CENTRAL OREGON COORDINATE SYSTEM
CONTROL POINTS.
RECORD REFERENCES
(r1) DESCHUTES COUNTY COGRID MARK "PAULINA PEAK" (GIS 053). USED AS A PRIME CONTROL
NETWORK POINT FOR THE CENTRAL OREGON COORDINATE SYSTEM, SET BY THE U.S.G.S. IN 1933.
(r2) OREGON CORNER RESTORATION RECORD NO.389.
END OF SURVEY
STA 240+74
i
�� SHEET 12
i
�i SHEET 11
i
1
SHEET 10
' LEGEND
— — SECTION LINE AS REPORTED
SHEET 4
SUBDIVISION OF SECTION LINE
ft
DETAIL-
1 -----------
,+� I SHEET 3
r ACb Q
OPC
/ I SHEET2 OCRR
5� L#
BEGIN SURVEY C#
STA0+00
SEE DETAIL
ROAD CENTERLINE
SURVEY TIE
RECOVERED QUARTER SECTION CORNER
SURVEY CONTROL POINT - SEE CONTROL POINT TABLE
ORANGE PLASTIC CAP
OREGON CORNER RESTORATION RECORD
LINE DIMENSION TAG, SEE TABLE
CURVE DIMENSION TAG, SEE TABLE
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
3
240477.7328
3321364.0812
5/8" I.R. W/OPC MARKED "HWA CONTROL'
4
236520.4118
3313191.4350
5/8" I.R. W/OPC MARKED "HWA CONTROL'
5
232821.5346
3310775.4824
5/8" I.R. W/OPC MARKED "HWA CONTROL"
41
251253.1092
3307525.0848
COGRID MARK "PAULINA PEAK" (GIS 053)
205
259134.1506
3314301.1495
2-1 /2" ALUM. CAP PER OCRR #389
DESCHUTES COUNTY SURVEYOR
FILED /2h7 Zo s By: o >r
(y�16�2s
REGISTERED
PROFESSION/
LAND SURVEY. R
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/27
4NA00k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD. STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
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IS:\Land Projects\250607—Quaise Energy — Obsidian Lease Drill Pads\dwg\SURVEY\250607—ROS.dwg Dec 16, 2025 — 2:09
SHEET 1 OF 12
LINE TABLE
LINE
BEARING
DISTANCE
L1
N75'57'40"E
43.54'
L2
N89'33'43"E
48.07'
L3
S81'40'31 "E
39.55'
L4
N59'20'19"E
70.03'
L5
N67'57'01 "E
137.31'
L6
N25'22'07"E
195.51'
L7
N47'28'57"E
114.18'
L8
N72'51'08"E
102.55'
L9
N4440'11 "E
229.03'
L10
N25'20'52"E
60.69'
L11
N20'39'23"E
98.80'
L12
N33'41'00"E
i 116.39'
RECORD OF SURVEY
LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND
SECTIONS 17, 18, 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON
NORTH DECEMBER 2025
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DESCHUT S COUNTY
SURVEY R
�1 FILED E
O • 0' S 010 50 100 150 200 300
SCALE: 1" = 100'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
Cl
47.20'
200.00'
013*31'160
N6912'02"E 47.09'
C2
132.54!
280.00'
027'07'18"
N76'00'030E 131.31"
C3
39.77'
260.00'
008'45'47"
S86'03'24"E 39.73'
C4
176.91'
260.00'
038*59'10"
78'49'54"E 173.52
C5
30.06'
200.00'
008'36'42"
N63'38'40"E 30.03'
C6
138.44'
190.00'
041'44'54"
47'04'34"E 135.40
C7
84.04'
600.00'
008'01'32"
N3012'5rE 83.97'
C8
77.31'
500.00'
008*51'32"
N29'47'53"E 77.23'
C9
77.19'
200.00'
022'06'49"
N36'25'32"E 76.71'
C10
177.11'
400.00'
025'22'11"
N60'10'02"E 175.67'
C11
78.70'
160.00'
02810'58"
N58'45'39"E 77.91'
C12
101.17"
300.00"
019'19'19"
N35'00'31 "E 100.69'
C13
24.56'
300.00'
004'41'29"
N23'00'07"E 24.56'
C14
90.95'
j 400.00'
013'01'37"
N2710'12"E 90.75'
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CIVIL ENGINEERING I SURVEYING PLANNING
62930 O.B. RILEY ROAD, STE. 100. BEND, OR 97703
PH: (541)389-9351 I FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 2 OF 12
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IS: \Land Pro jects\250607-Quaise Energy - Obsidian Lease Drill Pads\d
07-ROS.dwg Dec 16, 2025 - 12:54pm
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RECORD OF SURVEY
LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND
SECTIONS 17, 18, 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON
DECEMBER 2025
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C15
66.69'
400.00'
009'33'07"
N3877'34"E 66.61'
C16
79.10'
400.00'
01119'49"
N37'34'13'E 78.97'
C17
170.73'
230.00'
042'31'48"
N10'3824"E 166.83'
C18
75.57'
200.00'
021'39'00"
N0012'00"E 75.12'
C19
31.14'
200.00'
008'55'20"
N15'29'10"E 31.11'
C20
193.11'
450.00'
024'35'13"
N07'39'130E 191.63'
C21
68.37'
1000.00'
003'55'03"
N06'35'55"W 68.36'
C22
128.94'
550.00'
013-25'56-
01-50-29"W 128.65
LINE TABLE
LINE
BEARING
DISTANCE
L12
N33'41'00"E
116.39'
L13
N31'54'18"E
86.35'
L14
N10'37'29"W
23.16'
L15
N11'01'30"E
190.78'
L16
N19'56'50"E
66.66'
L17
N04'38'24W
143.21'
L18
NO8'33'27"W
48.51'
1-19
IN04-52-29-El
80.71'
ECHUTESCOUNTYSUHVEYOR
DLEY-
Zou6Y:CnIliVls
010 50 100 150 200 300
SCALE: 1" = 100'
l z1! 6/z5
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES:12/31127
INA00k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100. BEND, OR 97703
PH: (541)389-9351 I FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 3 OF 12
OC
IS: \Land Pro jects\250607-Quaise Energy - Obsidian Lease Drill Pads\d
CS 21ssa
07-ROS.dwg Dec 16, 2025 - 12:
m
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C23
218.72'
500.00'
02500347"
N17'24'230E 216.98"
C24
161.39"
600.00'
015'24!43"
N37'3838"E 160.91'
C25
176.50'
370.00'
027'19'56"
N3141'02"E 174.84'
C26
149.05'
800.00'
010640'29"
N12'40'49"E 148.83'
C27
90.46'
800.00'
006'28'42"
N04'06'13"E 90.41'
C28
51.96'
500.00'
005'57'14'
NO3'5630"E 51.94'
C29
1126.61-1
800.00'
009'04'03"
NO2'17'05"E 126.47'
PC: 56+ 28.46
0
0
+ T
LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND Ito
SECTIONS 17, 18, 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON t
PT
DECEMBER 2025 : 55+26.64 0
RECORD OF SURVEY
LINE TABLE
LINE
BEARING
DISTANCE
L20
N29'56'17"E
112.71'
L21
N45*21'00"E
71.62'
L22
N18'01'04"E
99.91'
L23
N07'20'340E
117.93'
L24
N00'51'52"E
64.32'
L25
N06'49'07"E
100.83'
L26
NO2'14'56"W
101.82'
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PC' 54+00.03 0
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PQ 52+47.25 t
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PT: 51+82.93 Cq
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PC: 50+92,47 t S69'50'15"E 117.71'
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DESCHUTES COUNTY SURVEYOR
FlIED z � 7 1Zs 13y! C'011(40s
010 50 100 150 200 300
SCALE: 1 ° = 100'
NORTH
Iz/t (w /ZS
REGISTERED
PROFESSIONAL
LAND SURVEYAF
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES:12131127
4NA00k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100. BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA—INC.ORG
SHEET 4 OF 12
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IS: \Land Pro jects\250607—Quaise Energy — Obsidian Lease Drill Pad s\dwg\SURVEY\250607—ROS.dwg Dec 16, 2025 — 12:
115
NORTH
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C30
178.45'
800.00'
012'46'50"
04'08'29"E 178.08
C31
313.88'
1300.00'
013'50'03"
N17*26'55"E 313.12'
C32
81.76'
200.00'
02325'21"
N36'0437"E 81.19'
C33
162.22'
350.00'
026733'19"
34'30'38"E 160.77
C34
106.23'
230.009
026'27'52"
34'27'55"E 105.29
C35
81.49'
350.00'
013'20'26"
N41'01'38"E 81.31'
FC-36
1192.50'1
800.00'
013*47'12"
1 N41*15'01"E 192.04'
LINE TABLE
LINE
BEARING
DISTANCE
L27
N10'31'5eE
141.20'
L28
N24'21'57"E
146.39'
L29
N4747'18"E
117.70'
L30
N21'13'59"E
40.80'
L31
N47'41'51 "E
89.00'
L32
N34721'25"E
168.18'
DESCHUTES COUNTY SURVEYOR
FILED12 i 2oz5-BY:.. � I �rls
RECORD OF SURVEY
LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND
SECTIONS 17, 18, 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON
DECEMBER 2025
AC, ,hey
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PC: 56+28.46
010 50 100 150 200 300
OEM
SCALE: 1" = 100'
lz/Ifi
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES:12/31127
4 N (A
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 I FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 5 OF 12
C4
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IS: \Land Projects\250607—Quaise Energy — Obsidian Lease Drill Pads
RVEY\250607—ROS.dwg Dec 16, 2025 — 12:5
RECORD OF SURVEY
LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND
SECTIONS 17, 18, 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON
DECEMBER 2025
(f) ,
NORTH
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C39 - -F-- - ~L35
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C36 1192.50'
800.00'
013'47'12"
N4115'010E 192.04'
C37
148.21'
78.00'
108'52'08"
S77'25'19"E 126.90'
C38
79.73'
120.00'
038'04'09"
S42'01'19"E 78.27'
C39
280.20'
460.00"
03454'02"
78'30'24"E 275.89
C40
105.99'
200.00'
030'21'47"
N68'51'420E 104.75'
C41
165.71'
500.00'
01859'19"
N44'11108"E 164.95'
C42
329.48'
450.00'
041'57'04"
55'40'00"E 322.17
C43
161.42'
800.00'
011'33'39"
N70'51'430E 161.15'
C44
159.56'
800.00'
011'25'40"
N70"13'47"E 159.30'
C45
103.21'
1000.00'
005'54'49"
N72'59'120E 103.17'
LINE TABLE
LINE
BEARING
DISTANCE
L33
S22759'14"E
243.16"
L34
S61 b3'23"E
244.45'
L35
N84'02'35"E
172.86'
L36
N34'41'28"E
73.25'
L37
N65'04'53"E
62.28'
L38
N755637"E
152.84'
DEScHurEs COUNTY SURVEYOR
FILED Z41' �BY co
010 50 100 150 200 300
SCALE: 1" = 100'
REGISTERED
PROFESSIONAL
LAND SURVEXO
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/27
4N JA
omt
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100. BEND, OR 97703
PH: (541)389-9351 I FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 6 OF 12
a
hi
v"
cc
S: \Land Pro jects\250607-Quaise Energy - Obsidian Lease Drill Pads\d
CS 21sss
RVEY\250607-ROS.dwg Dec 16, 2025 - 12:55pm
RECORD OF SURVEY
LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND
SECTIONS 17, 189 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON
DECEMBER 2025
o /
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NORTH
1'T
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+
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00
PRC: 117+62.60
PRC: 117+ O I
03.710
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C45
103.21'
1000.00'
005'54'49"
N72'59'127E 103.17'
C46
42.91'
1000.00'
002'27'31"
N71'15'34"E 42.91'
C47
191.71'
1000.00'
010'59'O4"
N66'5947"E 191.42'
C48
168.84'
900.00'
010044'55"
66'52430E 168.59
C49
71.03'
1000.00'
004'0410"
N70'13'05"E 71.01'
C50
165.70'
400.00'
023'44'06"
N5618'57"E 164.52'
C51
140.83'
150.00"
05347'41"
N17'33'04"E 135.72'
C52
121.21'
400.00'
017'21'45"
00'39'55"W 120.75
C53
1 58.90'
260.00'
012'58'44"
N01'31'36"E 58.77'
C54
1142.36'
400.00'
020'23'30"
N05'13'58"E 141.61'
LINE TABLE
LINE
BEARING
DISTANCE
L39
N70'01'48"E
71.08'
L40
N61030'15"E
172.13'
L41
N72'15'10"E
158.88'
L42
N68'11'000E
186.38'
L43
N44'26'54"E
105.34'
L44
N09'20'47"W
177.04'
L45
N1525'43"E
147.86'
v **.T
1 N
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0
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115+82.50
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114+05.46 +
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COUNTY SURVEYO
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OF • 010 50 100 150 200 300
SCALE: 1" = 100'
REGISTERED
LAND SU
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES:12131/27
4N VA
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CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100. BEND, OR 97703
PH: (541)389-9351 1 FAX (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 7 OF 12
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RECORD OF SURVEY
LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND
SECTIONS 17, 18, 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON
DECEMBER 2025
(I
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LAND SURVEY911
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OREGdd
Q�• x00 G/b JULY 10, 2007
1�� PATRICK GAGE COLE
00 / \ 79157
143+00 EXPIRES:12131/27
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�L 141 -7 � ZS✓ • Co I I I 'li S 010 50 100 150 200 300
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SCALE: 1" = 100'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C55
81.42'
1000.00'
004'39'54"
N17'45'40"E 81.40'
C56
140.13'
250.00'
032'0652"
36'09'03"E 138.30
C57
138.44'
750.00'
010'3433"
57'29'45"E 138.24
C58
204.81"
400.00'
029'204"
77'27'09"E 202.58
C59
138.96'
130.00'
061 *14!37"
S571526"E 132.44'
C60
123.56'
400.00'
017'41'540
S17'47'10"E 123.07'
C61
57.23'
500.00'
006'3327"
S12'12'57"E 57.19'
C62
203.32'
225.00'
051'46'32"
S41'2256"E 196.47'
C63
95.43'
130.00'
042'03'39"
S4614'23"E 93.30'
C64
129.32"
400.00'
018*31 *250
S34'28'16"E 128.76'
C65
116.76'
120.00'
055'45'01"
S71'36'29"E 112.21'
C66
266.92'
210.00'
072*49*310
N44'06'14"E 249.31'
C67
181.27'
1000.00'
010'23'09"
N12'53'03"E 181.02'
C68
91.72'
120.00'
043'4742"
NO3'49'14"W 89.51'
C69
129.68'
300.00'
024'46'04"
13'20'030W 128.68
C70
106.63'
300.00'
020'21152"
N1 I V7'56"W 106.07'
C71
171.03'
270.00'
036'17'39"
N03010'03"W 168.19'
C72
65.82'
400.00'
0092543"
N1015'55"E 65.75'
LINE TABLE
LINE
BEARING
DISTANCE
L45
N15'2543"E
147.86'
L46
N20'05'37"E
107.31'
L47
N52'12'29"E
67.89'
L48
N62'47'02"E
277.27'
L49
S87'52'45"E
41.88'
L50
S26638'07"E
36.06'
L51
S08'56'13"E
73.38'
L52
S1529'40"E
68.85'
L53
S67"16'13"E
57.87'
L54
S2512'34"E
81.39'
L55
S4304359"E
13.04'
L56
N18'04'37"E
167.02'
L57
N25'43'05"W
66.87'
L58
N21'18'52"W
51.67'
L59
N14'58'47"E
69.77'
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CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD. STE. 100. BEND. OR 97703
PH: (541)389-9351 1 FAX (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 8 OF 12
a
IS: \Land Pro jects\250607-Quaise Energy - Obsidian Lease Drill Pads\dwg\SURVEY\250607-R0S.dwg Dec 16, 2025 - 12: 58pm
CS 2 1 6 6 8
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115
NORTH
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C86
227.85'
270.00'
048'21'04"
S78'27'27"E 221.159
C87
62.76'
400.00'
008'59'22"
N81'51'42"E 62.69'
C88
140.34'
250.00'
032'09'46"
N70'16'30"E 138.50'
C89
63.30'
400.00'
009'04'02"
N58'43'38"E 63.24'
C90
136.00'
300.00'
025'58'30"
N501624"E 134.84'
C91
156.64'
400.00'
022126"I r
N48'30'16"E 155.64'
C92
231.63'
525.00'
025'16'43"
72'21'43"E 229.75
C93
85.37'
200.00'
024'2727"
N72046'21 "E 84.73'
C94
123.64'
150.00'
047"13'43"
N365546"E 120.17'
C95
130.01"
400.00'
018'37023"
N04'00'13"E 129.44'
C96
216.36'
250.00'
049'35'11"
19'29'070E 209.67
C97
162.72-
250.00'
014'22'31"
N51-27'58"E 62.56'
C98
1139.61'
1000.00'
007-59'56"
N62-39'11"E 139.49'
RECORD OF SURVEY
LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND
SECTIONS 17, 18, 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON
DECEMBER 2025
LINE TABLE
ILINE
BEARING
DISTANCE
L72
S54'16'55"E
173.55'
L73
N7722'010E
76.64'
L74
I N86'21'23"E
51.85'
L75
N5411'37"E
25.07'
L76
N6315'390E
19.57'
L77
N37'17'100E
96.62'
L78
N59'4322"E
78.67'
L79
N85'00'05"E
90.13'
L80
N60'32'38"E
16.85'
L81
N1318'54"E
142.38'
L82
N0518'29"W
168.48'
L83
N44'16'42"E
41.67'
L84
N58-39-13"E
92.29'
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DESCHUTES COUNTY SURVEYOR
F��D 2S' Syss-co ..y,...
010 50 100 150 200 300
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SCALE: 1" = 100'
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REGISTERED
LAND SU
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JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES:12/31/27
4NA00k
CIVIL ENGINEERING y SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 I FAX- (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 10 OF 12
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CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C99
149.55'
600.00'
01416'51"
N59030'43"E 149.16'
C100
122.99'
200.00'
035'14'05"
N34'45'15"E 121.06'
C101
91.67'
350.00'
015'00'25"
N09'38'00"E 91.41'
C102
149.22'
125.00'
068723'45"
N36'19'39"E 140.51'
C103
35.52'
1000.00'
002'02'07"
N69'30'28"E 35.52'
C104
110.54'
200.00'
031'40'01"
N52739'24"E 109.14'
C105
229.73'
700.00"
018'48'14"
27'25'17"E 228.70
C106
87.69'
300.00'
016'44'50"
N26'231350E 87.38'
C107
1194.9W
500.009
022'20'34"
23035143"E 193.74
LINE TABLE
LINE
BEARING
DISTANCE
L85
N66'39'09"E
135.36"
L86
N52'22'18"E
56.12'
L87
N17'08'13"E
39.46'
L88
NO2V7'47"E
106.55'
L89
N70'31'32"E
74.42'
L90
N68'29'24'E
156.18'
L91
N36'49'24"E
98.04'
L92
N18'01'100E
78.12'
L93
N34046'00"E
102.35'
RECORD OF SURVEY
LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND
SECTIONS 17, 18, 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
DESCHUTES COUNTY, OREGON
DECEMBER 2025
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DESCHUTES COUNTY SURVEYOR
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SCALE: 1" = 100'
REGISTERED
PROFESSIONAL
LAND S
OREGON
JULY 10, 2007
PATRICK GAGE COLS
79157
EXPIRES:12/31127
4NNok
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 11 OF 12
ftq
IS: \Land Projects V506 07- Qua ise Energy - Obsidian Lease Drill Pads
C�z�sss
URVEY\250607-ROS.dwg Dec 16, 2025 - 12:59pm
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
1007045"35*
CHORD
C108
67.72'
500.00'
N1618'13"E 67.66'
C109
258.83'
1500.00'
009*53*120
N15'14'25"E 25&51'
C110
14.87'
1100.00-
008-31'20"
N14-33-29"E 14.86'
C111
18.83'
100.00'
1 010'47'25"
N1325'26"E 18.80'
RECORD OF SURVEY
LOCATED IN SECTIONS 24 AND 25 OF TOWNSHIP 22 SOUTH, RANGE 12 EAST, AND
SECTIONS 17, 18, 19 AND 20 OF TOWNSHIP 22 SOUTH, RANGE 13 EAST, W.M.,
LINE TABLE
UNEI
BEARING
DISTANCE
L94
N12*2526"E
14&75'
L95
N201101 "E
298.93'
L96
N1017'490E
139.85'
L97
N18'49'09"E
18.11'
L98
N08'01'44"E
242.69'
DESCHUTES COUNTY, OREGON
DECEMBER 2025
d. END OF SURVEY
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