HomeMy WebLinkAboutSurvey 21160SECTIONS 34, 35, 36 TOWNSHIPI 7 SOUTH RANGE 12 EAST, W.M. AND SECTION 31 TOWNSHIP 17 SOUTH RANGE 13 EAST, W.M.
SHEET INDEX
SHFFT Nl1MRFR 1OCATION STATION START
2 SOUTH 112 SECTION 35 US20 91 +40.80
3 SE 114 SECTION 35, SW 114 SECTION 36 US20 114+00. 00
WARD HAMBY 7+00.00
4 SOUTH 112 SECTION 36 US20 136+00. 00
5 EAST 112 SECTION 36 US20 158+00. 00
STATION FNO
US20 114+00. 00
US20 136+00. 00
WARD HAMBY 23+00.00
US20 158+00. 00
US20 181+00.00
C'RDSSIN G F AT IRFS
PROVIDENCE DRIVE
WARD ROAD, HAMBY ROAD, HIGHWAY US20
PACIFIC GAS COMPANY PIPE LINE. BPA 230 KV POWER LINE.
TORKLESON ROAD. ERICKSON ROAD.
SURVEY NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE NEWL Y ACQUIRED
RIGHT OF WAY ALONG US20 AT THE INTERSECTION OF WARD AND HAMBY
ROAD.
A SEARCH OF THE PROJECT AREA BEFORE CONSTRUCTION DID NOT
RECOVER ANY EXISTING MONUMENTS OF RECORD WITHIN THE SAID
CONSTRUCTION AREA.
6 SE 114 SECTION 35, SW 114 SECTION 36 WARD HAMBY 0+00.00 WARD HAMBY 9+00.00 BASIS OF BEARING AND COORDINATES ARE OREGON COORDINATE REFERENCE
7 NE 114 SECTION 35, NW 114 SECTION 36 WARD HAMBY 23+00. 00 WARD HAMBY 39+63.29 SYSTEM: BEND-REDMOND-PRI NEVI L L E ZONE.
3030
FD. 5/8" IR. W/ YPC "ODOT RW"
N. 203380.65
E. 260668.32
CS 18227
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TO BEND ................
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ni�t0
39+63.29
206088.23
0 u, 0
a) w o
N.
E. 264207.52
co 0
ko 4.
y
SHEET 7
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----------------------- S1�E I -----
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-1 I
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1 I r
0000 1
�. _
�
1- 3030
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SHEET 2
1I
I
I
Y I
I y I
I , I
I
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I
0+00.00
THE EXISTING HIGHWAY WAS RESOLVED USING FOUND MONUMENTS AND ODOT
RIGHT OF WAY MAPS 6B-30-21 AND 4B-1-11 ALONG HIGHWAY US20 FROM
STATION 91 +40.80 P.O.T. TO 166+97.09 P.O.T.. HIGHWAY US20 FROM STATION
167+00.00 TO 178+26.73 P.O.T. USED FOUND MONUMENTS AS SHOWN AND ODOT
RIGHT OF WAY MAP 9B-25-7. THE WARD - HAMBY ALIGNMENT USED FOUND
MONUMENTS AND DESCHUTES COUNTY SURVEYS 11021 AND 18645 TO RESOLVE
THE RESPECTIVE CENTER LINES OF THESE ROADS.
SHEETS 4 AND 5 DEPICT A DISCREPANCY ALONG OUR NEWL Y ACQUIRED RIGHT
OF WAY. THE PINS SET PER COUNTY SURVEY 20837 DO NOT FOL L OW THE
RELOCATED CENTER LINE OF OUR PROJECT. THEY FIT NEITHER STATIONING
NOR OFFSET. THIS RESULTED IN A MINOR AREA GAIN IN FAVOR OF THE
ADJACENT OWNER. THE NEW RIGHT OF WAY WAS MONUMENTED BY THIS
SURVEY PER THE RECORDED DEEDS 2021-26006, 2022-32599, 2022-32598
AND 2021-34953 AND RELOCATED CENTER LINE AS SHOWN.
GOVERNMENT CORNERS WERE TIED WHERE FOUND, SECT ION L I NES, QUARTER
SECTION L I NES, L OT LINES AND SIDE LOT LINES ARE PROTRACTED UNLESS
NOTED OTHERWISE.
Q3 D �,•� r ►
co
o _
N N � o �- -'' 'r' 0 35
1 ��.00 .�_ ,�- TO BURNS
ring
05 5 Of BeQ j •60
B "E 8,88 w
N8Oxon
1 i3,1 r _
N� RA
SHEET 5
GNP A
us 1035
FD. ALUM DISK IN MON BOX.
rn
• "DESCHUTES COUNTY SURVEYORS OFFICE"
1 I SHEET 4 m 0 w N. 204 736.12
E. 269445.87
0. C. R. R. 1972
I
I
N. 202135.72 I
PRIMARY REFERENCES: i E. 264192.53
(A) 413-1-11 DATED AUGUST, 1931
I
(B) 913-25-7 DATED AUGUST, 1985
LEGEND
(C) DESCHUTES COUNTY SURVEY 1864S I
'
D
BY TODD R. CATTERSON, DATED 1-17-2014
I
TT
N
DESCHUTES COUNTY SURVEYS REFERENCED: i
Q
SECTION LINE
L -
C.S. 19249 BY ERIK J. HUFFMAN, DATED 06-20-2017
QUARTER SECTION LINE
C.S. 13526 BY GEORGE W. COLVIN JR. DATED 02-08-1999
0
C.S. 18048 BY PAT MARQUIS, DATED 09-14-2009
C.S. 19454 BY SCOTT C. FRESHWATERS, DATED 09-05-2017
D
RIGHT-OF-WAY CENTERLINE
C.S. 18227 BY PAT MARQUIS, DATED 01-10-2011
C.S. 12602 BY MICHAEL W. TYE, DATED 01-20-1995
C.S. 11397 BY MICHAEL W. TYE, DATED 03-06-1993
HIGHWAY RIGHT OF WAY BOUNDARY
C.S. 18645 BY TODD R. CATTERSON, DATED 01-17-2014
C.S. 16485 BY PETER A. MANLEY, DATED 07-07-2005
C.S. 20837 BY ERIK J. HUFFMAN, DATED 06-13-2022
• — — - BASIS OF BEARING LINE
C.S. 15932 BY PETER A. MANLEY, DATED 12-31-2004
C.S. 19355 BY JOHN K. LUCEY, DATED 05-22-2012
C.S. 19756 BY DAN I E L T. BU RTO N, DATED 09-27-2018
C.S. 13316 BY GEORGE W. COLVIN JR. DATED 06-24-1998
0 FOUND MONUMENT AS NOTED
C.S. 13980 BY RUSSELL M. KARL, DATED 01-25-2000
C.S. 18986 BY ERIK J. HUFFMAN, DATED 11-12-2015
C.S. 19986 BY KEVI N R. SAM U E L, DATED 08-15-2019
C.S. 11021 BY THOMAS E. BLAST DATED 05-12-1992
SHEET 6
NO SCALE
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 10, 2011
ROBERT A. CHURCHIL
77636
OREGON DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY BOUNDARY MONUMENTATION MAP
WARD HAMBY AND US20 INTERSECTION
US HIGHWAY 20
DESCHUTES COUNTY
,A
9 �S, o IV<
ODOT REGION 4
63055 N. HWY 97, BUILDING K.
BEND, OR 97703
CS 2 1 16 0 --,
RENEWS: 12-31-2023
February 2023
SHEET 1 OF 7
SOUTH 112 SECTION 35 TOWNSHIP 17 SOUTH RANGE 12 EAST, W.M.
AURORA AVE.
TO CREATE US20 CENTER LINE, MONUMENT 3030 WAS HELD WITH A 50' OFFSET.
AN EQUATION STATION WAS PLACED .52' AHEAD OF 3030 TO ACCOUNT FOR
RIGHT ANGLE OFFSETS TO THE CENTER LINE ANGLE POINT. AN ANGLE POINT OF 38,08"
OCCURS AT THE EQUATION STATION. 3030 AND 3031 ARE PERPENDICULAR TO BACK
N TANGENT BUT NOT FOR THE AHEAD TANGENT TO P.I. 1 16+7S.30. RESOLUTION FITS
MONUMENTS OF RECORD.
n"I
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0
G! ~
00
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W
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00
00
O
� 3031
DESCHUTES COUNTY SURVEYOR
ava co I t (n
Lo
Lo
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M
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U
W
W
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t�Ti
O
1033
Ln US HIGHWAY 20: CENTRAL OREGON HIGHWAY O 1032
0 0 107
Ln ® 102 " N 89 53' E) A A 108
0
1048
- 3030 HELD WITH 50' OFFSET FOR CENTERL 1NE PER C.S. 18227
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STA TION
OFFSET
DESCRIPTION
7030
203478. 45
262853.81
"HWY 20" 7 73+26.04
47. 48 L T
FD. 5/8" /R. w/ ypc "REEVES L52677" CS79756
7037
203478.52
262395.74
"HWY20" 708+67.98
42.88 L T
FD. 5/8"IR. w/ ypc '"BK RK PLS2257" CS73980
7 032
203476. 44
262070. 59
"HWY 20 " 7 05+42. 82
4 7. 74 LT
FD. 5/8 "IR. w/ ypc "RK RK PLS2257" CS73980
7033
203472.47
267528.49
"HWY20" 700+00.77
39.29 LT
F0. 7/2"IR. CS73980
1047
203398.60
262854.54
"HWY20"7 73+26.54
38.37 RT
FD. 5/8" JR.CAP ILLEGIBLE. CS19355
1048
203394. 82
267 530. 01
"HWY 20" 100+ 02. 00
38. 30 R T
FD. 5/8 "IR. w/ ypc 'AXIS MAPPING & SUR VEYING "CS7 9355
3030
203380. 65
260668.32
"HWY 20 "97 +40. 27
49. 97 RT
FD. 7 -1 /4 " BRASS DISK "ODOT CONTROL " CS 7 8227
3031
203480.52
260669.75
1 "HWY20"97+47.39
1 49.97 LT I
FD. 5/8"IR. w/ypc "ODOTRW"CS 78227
NETWORK CONTROL MONUMENT TABLE
POINT
NORTHING
FASTING
STA TION
OFFSET
DESCRIPTION
102
203406. 48
267 039. 82
"HWY 20" 95+ 17. 84
25.22 RT
SET 518"X 30 "IR w/ rpc "ODOT CONTROL"
707
203467.24
267605.70
"HWY 20" 700+77.28
27.90 L T
SET 5/8"X 3 0 " IR w/ rpc "ODOT CONTROL"
708
203409.94
262762.56
7lWY20"706+34.60
25.02 RT
SET 5/8"X 30" IR w/ rpc "ODOT CONTROL"
709
203462.76
262657. 82
'HWY 20" 7 7 7 +30. 00
25.76 L T
SET 5/8"X 3 0 " IR w/ rpc "ODOT CONTROL ""
100 50 0 loo
FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 10, 2011
ROBERT A. CHURCHILL
77636
RENEWS: 12-31-2023
1031
103C�
109 ,
1047
LEGEND
OPC.
ORANGE PLASTIC CAP
R.
IRON ROD
YPC
YELLOW PLASTIC CAP
RPC
RED PLASTIC CAP
IP.
IRON PIPE
AL.
ALUMINUM
BC.
BRASS CAP
SET 5/8" IR. w/ YPC
MARKED "ODOT RW"
0
FOUND MONUMENT AS NOTED
b
NETWORK CONTROL MONUMENT AS NOTED
OREGON DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY BOUNDARY MONUMENTATION MAP
WARD HAMBY AND US20 INTERSECTION
US HIGHWAY 20
J�j(jjJfj� „ DESCHUTES COUNTY
�'swl':SpOR1 � y`
ODOT REGION 4
63055 N. HWY 97, BUILDING K. February 2023
BEND, OR 97703 SHEET 2 OF 7
SOUTHEAST 1 /4 SECTION 35, SOUTHWEST 1 /4 SECTION 36 TOWNSHIP 17 SOUTH RANGE 12 EAST, W.M.
SEE SHEET 7 FOR POINT DESCRIPTIONS
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STA TION
OFFSET
DESCRIPTION
1020
204230.61
264530.21
"HWY20" 131 +25.24
604.46 L T
FD. 5/8"IR. w/ ypc 'DEJARNATT L52208" CS72602
7027
203884.55
264534.29
'HWY20" 730+67.85
273.48 LT
FD. 518"IR. w/ ypc 'DEJA RNA TT LS2208 " CS 7 2602
7029
203496.47
263253.22
"HWY20" 7 77+30.49
43. 77 L T
FD. 518" 1R. w/ ypc 'SCE&S" CS79756
7030
203478.45
262853.87
"HWY20" 7 73+26.04
47.48 LT
FD. 518" IR. w/ ypc "REEVES LS2677" CS79756
1046
204278. 45
264770.29
'HWY20" 727+70.27
663.59 L T
DESTROYED 5/8" /R. CAP ILLEGIBLE. CS73316
7047
203398.60
262854.54
"HWY20" 7 73+26.54
38.37 RT
FD. 5/8"IR. CAP ILLEGIBLE. C579355
PROPCOR 7
203806. 24
265032.30
"HWY 20" 735+39.27
51.55 L T
FD. 518"IR. W/OPC 'BECON" CS 20837
PROPCOR4
203854. 62
264735. 80
"HWY20" 732+55.33
7 49. 69 L T
FD. 518"IR. IN/OPC "BECON" CS 20837
2000'00"C.L .
R = 2864.77'
= 9038'00"
L = 481.66"
LC=N85001'00"E
N
481.09
m
2000'00" C.L .
(^
9038'00" A
m
cj
T = 241.4'
N
SEE DETAIL A
---------------
03
o 1 1029 3Q0t
1047 o i - 3000 -�
Ln
y
POINTS 1019 AND 1025 (SHEET 7) PER C.S. 18645 WERE
HELD TO CONSTRUCT THE CENTER L I NE OF HAMBY ROAD.
I
22+48.18 P.I. I
N. 204383.91 , 1 ,I
E.264192.39
3005 ;
-�.3020 % I
1046 RESET
/
O'`26.77 p.0• �,
N'204J62.4g
E'264 192.40 204
20
3003 0
3004
6000
FOUND 518" I. ROD WITH
ORANGE PLASTIC CAP
"BECON"
C.S. 20837
Stot;vn: 17+50.58
Offset: 18.16' L t.
6000
Z
.Ls
DEED RECORDING
6001
m
2022-32596
6001
DESCHUTES COUNTY
FOUND 516" I. ROD WITH
`<
ORANGE PLASTIC CAP
'
3002
"BECON"
1'
="
C.S.20837
a
Stot ion: 17+22.11
•�O -
Offset: 17.83' L I.
ti
rS,w-
111A
I10 A - -m
pj PGS1T Q US HIGHWAY 20: CENTRAL OREGON HIGHWAY
pR0�t1 f UN 'yEL � T
EAST PER 6 ANGEN7' b CURVE DATA HELD PER 4B-1-11 AND 6B-30-21 FOR US20 ALIGNMENT.
Bl30`2J N '
N 0)
o POINTS 1017 (SHEET 6)
• AND 1502 HEL D TO CONSTRUCT
o THE WARD ROAD AL IGNMENT.
PER CS 11021
NETWORK CONTROL MONUMENT TABLE
POINT
NORTHING
EASTING
STA TION
OFFSET
DESCRIPTION
770
203423.88
263776.57
HWY 20716+47.20
22.02 RT
SET 5/8X 3OIR w/ rpc ODOT CONTROL
777
203543. 47
263652.95
,HWY 20727 +35.30
"
7.
234 L T
SET 518 X 30„ ,„
IR w/ rpc ODOT CONTROL
712
203567.42
264277.57
,HWY20„ 726+95.71
45.09 RT
SET 5/8„„X 30IR w/ rpc ,ODOT CONTROL" „
773
203772.34
264662.28
,„
HWY2D 737+58.67
22.00 LT
SET 518 „"f
X 30 IR w/ rpc ODOT CONTROL
204
204738.05
264772.95
"HWY20" 727+48.92
524.79 LT
SET 518"X 30"IR w/ rpc "ODOT CONTROL "
205
203076.95
264776.33
"HWY20" 7 25+77.65
52 7.4 7 RT
SET 5/8"X 30 " IR w/ rpc "ODOT CONTROL "
SET
MONUMENT
TA
BLE
POINT
NORTHING
EASTING
STA TION
OFFSET
3000
203495. 23
263253.23
"HWY20" 717+30. 37
42. 00 L T
3007
203505. 05
263334. 05
"HWY 20" 7 78+ 73. 00
42. 00 L T
3002
203707.45
263647.58
"HWY20" 721+51.00
7 85. 00 LT
3003
204063.07
264048.97
'HWY 20" 726+ 7 4. 00
472.00 L T
3004
204063. 99
264762.47
'HWY20" 727+25. 94
453.60 L T
3005
204364. 68
264769.49
'HWY 20 " 7 27+ 84. 7 0
748.70 L T
3006
203856.05
264222.42
'HWY 20" 727+49.68
238.49 L T
3007
203853.47
264738.72
'7iWY 2D" 732+58. DO
748.00 LT
3008
203805. 78
265035.26
'HWY20" 735+42.00
50.00 LT
3071
203530. 69
263974.90
'HWY 20" 724+50.39
40.00 RT
3072
203450.77
263988.45
"HWY20" 724450.13
727.72 RT
3073
203755.72
264777.47
"HWY20"725+27.06
433.76RT
3074
202953.72
264762.48
"HWY20" 725+37.03
640.48 RT
3075
203578.33
264250.62
"HWY20" 727+30.20
40.00 RT
SEE SHEET 6
N 80012'00" E
(N 80015' E) A
3011
3012
DEED RECORDING
2022-32599
DESCHUTES COUNTY n
0
O'
301
l
r
,
r
l
f
=r
OQ
0 0
Q �
w 3014
-.4
1.2
�IV
r
9
205
n�
301
15 2
SEE SHEET 7
N
M3CHUTE-:3 COUNTY SURVEYOR
RLED ogll__q]
2313Y.
1020
IV
PROPCOR4 (CS 20837) NOT HELD.
PROPCOR4 PIN FALLS N6 P5441 "W 3.15' FROM
TO POINT O RIGHT OF WAY MONUMENT 3007.
3006
3007 PROPCORI
HIGHWAY RIGHT OF WAY TO POINT
3008 3009
PROPCOR 1 (CS 20837) NOT HELD.
PIN FAL L S N70041'34W 3.12' FROM
RIGHT OF WAY MONUMENT 3008.
-� 1021 SEE DETAIL B
3007
DEED RECORDING
2021-34953
DESCHUTES COUNTY '
� P PCQR 1
'------------------------------ 3008_,
A 113
126+78.59 (US20)
14+73.15 (WARD HAMBY)
N. 203608.87
E. 264192.44
DETAIL A - NOT TO SCALE
,� 1.18.
FALLS N0'3'�ENT 3000.
1029 (CS 197 GH)T OF WAY MONO
FROAO SET R1 WAY
1029 49 NEW RIGHT OF
+30•
st o. 11T 3001
Off . A3•tT l.j
30 ao 117+30.3
T
Off. 42.00 1.
POINT NOTHING SEi
TER LINE CALCULI 3018
N St a. 11
HWY• 20 of f. 40.00 LT
loo so o 10o
FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 101 2011
ROBERT A. CHURCHILL
77636
RENEWS: 12-31-2023
LEGEND
IR.
IRON ROD
YPC
YELLOW PLASTIC CAP
OPC.
ORANGE PLASTIC CAP
RPC
RED PLASTIC CAP
IP.
IRON PIPE
AL.
ALUMINUM
BC. BRASS CAP
SET S/8" IR. w/ YPC MARKED "ODOT RW"
UNLESS NOTED OTHERWISE
Q FOUND MONUMENT AS NOTED
® NETWORK CONTROL MONUMENT AS NOTED
LEGEND
OPC. ORANGE PLASTIC CAP
IR. IRON ROD
YPC YELLOW PLASTIC CAP
RPC RED PLASTIC CAP
IP. IRON PIPE
AL. ALUMINUM
BC. BRASS CAP
SET S/8" IR. w/ YPC
MARKED "ODOT RW"
0 FOUND MONUMENT AS NOTED
NETWORK CONTROL MONUMENT AS NOTED
SOUTH 1 /2 SECTION 36 TOWNSHIP 17 SOUTH RANGE 12 EAST, W.M.
DETAIL C - NOT TO SCALE
PROPCOR3 (CS 20837) NOT HELD.
PROPCOR5 (CS 20837) HELD FOR NORTH -SOUTH PIN FALL S N72008'24" W 3.04'
PROPERTY L 1 NE. NOT HELD FOR HIGHWAY RIGHT FROM RIGHT OF WAY MONUMENT 300 .
OF WAY. POINT FALLS NORTHERLY 1.46' FROM
U520 HIGHWAY RIGHT OF WAY. 3009
Station: U520 137+78.00
1 Offset: 50.00 L T
PROPCOR3
ROPCOR3
TO POINT O 3009
3008 HIGHWAY RIGHT OF WAY
3010
STATI0N:U520 737+78A0
OFFSET; 40.00 L T PROPCOR2
O
PROPCOR2 (CS 20837)NOT HELD.
PIN FALLS N72'21'21 "W 3.03' FROM 3010
RIGHT OF WAY MONUMENT 3010.
I e I
I � I
I VO
I I
W ♦ ♦�O-♦ 00.
4A ,' �♦ O.
,
-___-_- SEE DETAIL C
PROPCORS PROPCOR3
PROPCOR2
3 9
----3010-jo �� �r' �� 118
I II
♦1�4 0 15�^ US HIGHWAY 20: CENTRAL OREGON HIGHWAY 117 N 8 41150E A
1041
RECO VERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
7 038
204759.68
2677 44.7 2
'HWY 20 " 7 56+80.43
40.38 L T
FD. 5/8" 1R. w/ opc "BECON' CS7 9249
1039
204076.41
267732.24
71WY20" 756+54.55
39.65 RT
FD. 5/8" 1R. w/ opc 'BECON' CS78986
1040
204087.58
267197.03
"HWY 20" 157+20.29
39.67 RT
FD. 5/8" 1R. w/ ypc NOT LEGIBLE CS18986
7047
203794. 06
265492.75
"HWY 20 " 7 39+90. 33
38.72 RT
FD. 5/8" JR. w/ opc "BECON' CS 7 8986
PROPCOR 7
203806. 24
265032. 30
"HWY 20" 135+39. 27
57.55 L T
FD. 5/8" IR. W/OPC "BECON" CS 20837
PROPCOR2
203836.45
265266.63
"HWY 20" 737+75.37
47.43 LT
FD. 5/8" 1R. W/OPC "BECON" CS 20837
PROPCOR3
203846.37
265264.92
"HWY 20" 737+75.37
57.45 LT
FD. 5/8" IR. W/OPC "SECON" CS 20837
PROPCORS
203826.33
265748.91
1 "HWY 20" 736+57.60
57.50 L T
FD. 5/8" 1R. W/OPC "BECON" CS 20837
NETWORK CONTROL TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
774
203744.20
265723. 86
"HWY 20" 136+ 78.93
25.77 RT
SET 5/8"X 30" 1R w/ rpc "ODOT CONTROL "
775
203806.95
265475.20
"HWY 20" 739+75. 82
23.73 RT
SET 5/8"X 30" IR w/ rpc "ODOT CONTROL"
176
203939. 73
265993. 39
"HWY 20" 145+08. 95
7 8. 97 LT
SET 5/8"X 30" 1R w/ rpc "ODOT CONTROL "
777
203974.26
266425. 02
"HWY 20" 749+40.26
79.93 RT
SET 5/8"X 30" IR w/ rpc "ODOT CONTROL "
778
204047. 20
266488. 79
"HWY 20" 150+ 7 5. 57
4 7. 08 L T
FD IR w/ RPC "DEA CONTROL "
779
204730.23
266960. 73
"HWY 20" 754+94. 7 I
42.69 L T
SET 5/8"X 30" IR w/ rpc "ODOT CONTROL "
SET MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
3009
203845. 35
265267. 82
'71WY 20 " 737+78. 00
50. OO L T
3070
203835.49
265269.52
"HWY 20" 737+78.00
40.00 LT
,
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i , I
i , I
♦
i I
♦' ,�
,'
♦
i
♦
♦
♦
♦
of
♦
♦
40
♦
100 50 0 100
FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 10, 2011
ROBERT A. CHURCHILL
77636
RENEWS: 12-31-2023
TO POINT
1038
DESCHUTES C0UllTY'SUKVC-Y-Qi;lli
hfl�
FILEID cql
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Ln
S• R.12 E
S. R, 1 ' NE 1/4 2 E, SE 1/4 SEC* 3s
SEC, 36
EAST 112 SECTION 36 TOWNSHIP 17 SOUTH RANGE 12 EAST, W.M.
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/4
/ I I S.
R• 2 E. SE j SEC- 36
%I %I %I 14 SEC• 36
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POINTS 1015 AND 1001 HELD FOR EQUATION STATION ONLY.
I PER ODOT DRAWING 4B-1-11 FOR BACK ON STAT I DN AND
/
I ODOT DRAWING 9B-25-7 AHEAD ON STATION.
t
J .r •.�
/ Q Ln
i
/
/
J
/
121
I I
® N 80012000" E
IN 80015, E) A
120
NNCD?
Vi kO + +
N N O O
bolo vO
1015
1037 0
0
� o
o
104 1001
RECOVERED MONUMENT TABLE
POINT
NORTHING
FASTING
STATION
OFFSET
DESCRIPTION
7007
204243.78
268767.37
"HWY20" 766+97.08
49.87RT
FD. 518" /R. w/ 7-714"ALUM CAP "OREGON 5TATEHWYDIV. " CS78048
7 002
204280. 07
268459.30
"HWY20" 7 69+99. 80
64.89 RT
FD. 518" /R. w/ 7 - 714 "ALUM CAP "OREGON 5TA TE HWY D/V. " C57 8048
7003
204360.74
268952.85
"HWY20" 774+99.79
69.94 RT
FD. 5/8"IR. w/ 7-7/4"ALUM CAP "OREGONSTATEHWYDIV. "CS78048
7007
204547.89
269253.47
HWY20" 778+26.90
57.99 LT
FD. 518/R. w/ 7-714-ALUM CAP OREGONSTATEHWY DIV.
1008
204572. 87
268926.49
"HWY20"
HWY 20 174+99. 81
84.99 L T
„CS78048
ALUM CAP OREGON 5TA TE HWY DIV. CS18048
FD. 518 ,I/R. w/ 1-1 /4 /
1015
204352.73
268742.67
"HWY20" 167+00.07
60.07LT
FD. 518"/R. w/ 1-114"ALUM CAP "OREGONSTATEHWY DIV. "CS18048
7036
204426.22
268504.79
"HWY 20" 770+69.52
77.43 L T
FD. 518" /R. w/ opc "BECON" CS79249
1037
204332.27
268746.30
"HWY20" 167+00.26
39.82 LT
FD. 518"/R. w/ opc "BECON"CS 7 9249
1043
204247.38
268725.97
"HWY20" 166+62.82
40.37 RT
F0. 1/2"IR. C573526
7044
204299.73
268604.63
"HWY20" 777+46.37
70.20 RT
F0_ 5/8"/R. w/ rpc lS7020"CS73526
7045
204380.97
269040.90
"HWY20" 775+90.09
64.46 RT
FD. 518" IR. w/ opc "FRESHWATER SURVEYING LS2253" CS79454
1006
204575.73
269445.19
FD. 2"ALUM D15K 'DESCHUTES COUNTY LS 77040" CS 79986
1023
204754.10
269423. 09
FD. 518" /R. w/ 1- l /2"ALUM CAP "DESCHUTES COUNTY REF MON" OCRR 1972
7035
204736. 72
269445.87
1 FD. 2" "ALUM DISK IN MON BOX 'DESCHUTES COUN TY SUR VEYORS OFFICE" OCRR 7972
NETWORK CONTROL TABLE
POINT
NORTHING
FASTING
STA T/ON
OFFSET
DESCRIPTION
120
204151.56
267456.21
'HWY20" 759+86.58
20.74 RT
SET 518"X 3 0 " IR w/ rpc "ODOT CONTROL"
121
204284. 72
267950. 02
"HWY20" 764+95. 85
26.43 L T
SET 518"X 30" IR w/ rpc "ODOT CONTROL "
722
204322.80
268456.29
'NWY20" 770+04. 72
22.22 RT
SET 518"X 3 0 " IR w/ rpc "ODOT CONTROL"
123
204454. 44
263943. 05
"HWY 20" 775+06.19
24.65 L T
SET 5/8"X 3 0 " IR w/ rpc "ODOT CONTROL "
724
204469.33
269358.77
WWY20" 779+78.37
96.82 RT
SET 5/8"X 3 0 " IR w/ rpc "ODOT CONTROL"
1036
iy
1
`- ^-?--,CHUT _ i
IE _
LEGEND
OPC.
ORANGE PLASTIC CAP
IR.
IRON ROD
YPC
YELLOW PLASTIC CAP
RPC
RED PLASTIC CAP
IP.
IRON PIPE
AL.
ALUMINUM
BC.
BRASS CAP
SET 5/8" IR. w/ YPC
MARKED "ODOT RW"
0
FOUND MONUMENT AS NOTED
NETWORK CONTROL MONUMENT AS NOTED
* 1008 APPEARS TO BE A REFERENCE POINT TO CENTER L I NE.
ACCORDING TO 9B- 25 - 7 IT IS SUPPOSED TO BE ON THE RIGHT
OF WAY AT 90' L EFT. T HE FOUND MONUMENT IS SHORT BY 5'
FROM THE RECORD BUT IT FITS THE OTHER MONUMENTS IN THE
AREA WELL. I HELD THE *1008 AT 84.99(85' RECORD) OFFSET
AS GOOD ENOUGH.
A 122 US HIGHWAY 20: CENTRAL OREGON HIGHWAY y
� p
0
1002
1044
100 50 0 100
FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
oz�- -
OREGON
MAY 10, 2011
ROBERT A. CHURCHILL
77636
RENEWS: 12-31-2023
1003
1045
1007
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124
w
SOUTHEAST 1 /4 SECTION 35, SOUTHWEST 1 /4 SECTION 36 TOWNSHIP
17 SOUTH RANGE 12 EAST,
W.M.
COUNTYDESCHUTES Y
oa /t I /Lo c 0 Ll'
(D Z
O
U U
W
N N
M
� �
W
Z
W
W
N N
.-
N N
co
1500
WARD ROAD
2064 T.17 S. R.12
E. SW 114 SEC. 36 207
1017
T.17 S. R.12
E. SE 1 /4 SEC. 35
cU)
1501
�Lc)
N0035'41V 2.142.84'-------------
(N0°30'32" W 2,142.81 )
14.
No
(cs 13316)
o
N N
LEGEND
POINTS
1017 AND
1052 (SHEET 4) HELD o Uu
TO CONSTRUCT
WARD ROAD ALIGNMENT.
PER CS
11021
OPC. ORANGE PLASTIC CAP
IR. IRON ROD
Lo
rn
YPC YELLOW PLASTIC CAP
U
W
RPC RED PLASTIC CAP
V)
v
IP. IRON PIPE
AL. ALUMINUM
Ln Z
.
BC. BRASS CAP
W
N N
� SET 5 /8" IR. w/ YPC
MARKED "ODOT RW"
N N
O FOUND MONUMENT AS NOTED
ti00
NETWORK CONTROL MONUMENT AS NOTED
100 50 0 100
OREGON DEPARTMENT OF TRANSPORTATION
REGISTERED
rxc�°�P`�krF. US HIGHWAY 20
DESCHUTES COUNTY
OREGON
MAY 10, 201 1
�tspoxt�,tioh`'r
ROBERT A. CHURCHILL
RENEWS: 12-31-2023
ODOT REGION 4
63055 N. HWY 97, BUILDING K. February 2023
BEND, OR 97703 SHEET 6 OF 7
RECOVERED MONUMENT TA BL E
POINT
NORTHING
FASTING
STA T/ON
OFFSET
DESCRIPT/ON
1017
202135.73
26419Z.53
"WARD" O+DD. DD
0.00 L T
FD. 5/8" IR, w/ Z- I/Z"BRASS CAP IN MON BOX OCRR Z018
LEG EN D
OPC. ORANGE PLASTIC CAP
IR. IRON ROD
YPC YELLOW PLASTIC CAP
RPC
IP.
AL.
BC.
•
O
RED PLASTIC CAP
IRON PIPE
ALUMINUM
BRASS CAP
SET 5/8" IR. w/ YPC MARKED "ODOT RV
UNLESS NOTED OTHERWISE
FOUND MONUMENT AS NOTED
NETWORK CONTROL MONUMENT AS NOTED
NORTHEAST 1 /4 SECTION 35, NORTHWEST 1 /4 SETION 36 TOWNSHIP 17 SOUTH RANGE 12 EAST, W.M.
R = 1370.00'
TA = 14°29'30" C
L = 34F_ 5 1'
T.17 S. R.12 E. NW 1/4 SEC. 36 1018 SW Iiq 5L(;. sb o `
102 T.17 S. R.12 E. NE 114 SEC. 35 �"' c�' SE 1 /4 SEC. 35 o M� : o w
r) N 4- Q
C cm�: 4° 16'33"C.L . _ S0°36'34"E 495.04'
��
o R _ 1340.00' q�' aoN 6002 0
+ T & - 14°29'30" �� ; FOUND 518" I. ROD WITH `
+ N N `
Ts = 170.37' N `n`O� 4 0 o BECON" PLASTIC CAP : �
zw
W W a o " C.S. 20837 CL0-5
.
o w n N. 204416.02
00
;nL I- E. 264168.68
k- &- c % 1", STA. 22+77.57
RECOVERED MONUMENT TABLE
POINT
NORTHING
E45TING
STA TION
OFFSET
DESCRIPTION
1078
204773.46
2647 65. 03
"HAMBY" 26+28. 04
86.87 L T
FD. 518" IR. w/ 3-1 /4"ALUM CAP "DESCHUTES COUNTYSURVEYOR" CS12602
7079
204772.55
264283. 76
"HAMBY" 26+45.27
30.00 RT
FD. 518"IR. w/ ypc 'ARMSTRONG S&F" CS78645
7020
204280.67
264530.27
"HAMBY" 27 +60.55
335.06 RT
FD. 5/8" IR. w/ ypc "DEJARNATT LS2208" CS72602
1025
206091. 78
264237.37
"HAMBY" 39+63.29
30.00 RT
FD. 518" IR. w/ ypc "KERN LS1081 " C518645
1028
1206097.73
1264751.63
"HAMBY" 39+72.28
56.00 L T
FD. 518" IR. w/ ypc "OMAN PLS702" CS76452
NETWORK CONTROL TABLE
POINT
NORTHING
FASTING
STA TION
OFFSET
DESCRIPTION
207
205838.37
264273.42
"HAMBY" 37+74.07
78.75 LT
SET 518"X 30"IR w/ rpc "ODOT CONTROL"
202
205326.57
264300.73
"HAMBY" 31 +96.16
17.09 RT
SET 5/8"X 30" IR w/ rpc "ODOT CONTROL "
203
1204678.05
264256.50
"HAMBY" 25+47.87
18. 78 RT
SET 518"X 30" IR w/ rpc "ODOT CONTROL"
SET MONUMENT TABLE
POINT
NORTHING
FASTING
STA TION
OFFSET
3005
204364.68
264769.49
"HAMBY" 22+27.03
30.00 LT
3005
"HWY 20" 727+84. 10
748.70 L T
100 50 0 1D0
FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 10, 2011
ROBERT A. CHURCHILL
77636
RENEWS: 12-31-2023
RESET BECUN MUNUML NI
SET 5/8" X 30" IRON ROD WITH
1 1 /2" BRASS CAP "ODOT RESET"
PER C.S.20837
STA. 21 +45.77
OFF. 24.74' L t.
N. 204282.49
E. 264170.15
1046
RESET
SET 518" X 30" IRON ROD WITH
1 112" BRASS CAP "ODOT RESET"
PER C.S. 13316
STA. 21 +41.78
OFF. 24.43' L t.
N. 204278.45
E. 264170.29
OREGON DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY BOUNDARY MONUMENTATION MAP
WARD HAMBY AND US20 INTERSECTION
rNZ-PzR� US HIGHWAY 20
DESCHUTES COUNTY
060
ODOT REGION 4
63055 N. HWY 97, BUILDING K. February 2023
BEND, OR 97703 SHEET 7 OF 7