HomeMy WebLinkAboutSurvey 21276SEE. INDEX RECORD OF SURVEY
1 SHEET LAYOUT, SHEET INDEX, REFERENCES, FOR THE BONNEVILLE POWER ADMINISTRATION
LEGEND, ABBREV I AT IONS REDMOND-KALMATH FALLS LINE RIGHT-OF-WAY MILES 1 THROUGH 4
2-3 NARRATIVE, ACQUISITION TABLE WITHIN PORTIONS OF
4-8 SURVEY SE 1 /4, SEC 18, NE 1 /4 & SE 1 /4, SEC 19, SW 1 /4, SEC 29, NE 1 /4 & SE 1 /4, SEC 30
V)
Q
o
BPA REDMOND
SUB STATION 97 O
126
REDMOND 126
REDMOND-PILOT
BUTTE NO.1
=p 97
VICINITY MAP
NO SCALE
ABBREVIATIONS
NW 1 /4 & SW 1 /4, SEC 32, TOWNSHIP 15 SOUTH, RANGE 13 EAST
W ILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
NOT TO SCALE
c-- N ~ N
N , N M
SHEET 4 '- 0 0 0 rn 0) N
_r N N N N N M
+
00 00+0) a�+oSHEET 6 0+ +
SHEET 51 �� 1 o
M
I � I REDMONDI- KCAMATH FALLSI SURVEY LG
0
J, �J_`
00 ♦ 0 V ,
in
AP
ANGLE POINT
Ac
ASPHALT
Ah
AHEAD RECORD STATION
ALUM
ALUMINUM
Bk
BACK MEASURED SURVEY STATION
BK
BOOK
BPA
BONNEVILLE POWER ADMINISTRATION
CALC
CALCULATED FROM RECORD COORDINATES
PER BPA MILE MAPS (R 1 )
COND.
CONDITION
CS
COUNTY SURVEY
0 Lt/Rt
DEFLECTION ANGLE, LEFT OR RIGHT
Fc
FENCE
FND
FOUND
P
IRON PIPE
IR
IRON ROD
OCRR
OREGON CORNER RESTORATION RECORD
PG
PAGE
PLSS
PUBLIC LAND SURVEY SYSTEM
POT
POINT ON TANGENT
RDCC
DESCHUTES COUNTY ROAD
DEPARTMENT CORNER CARD
R/W
R IGHT-OF-WAY
VOL
VOLUME
LEGEND
A BPA CONTROL MONUMENT
0 FOUND MONUMENT (AS NOTED)
• SET 3-1/4" ALUM. CAP ON 5/8" X 24" REBAR
a-. BPA PRIMARY 2-POLE
•." BPA PRIMARY 3-POLE
000 BPA SECONDARY 3-POLE
181 17 FOUND PLSS MONUMENT (SECTION CORNER)
19120
18 FOUND PLSS MONUMENT (QUARTER CORNER)
19
X X ; SECTION NUMBER
X TRANSMISSION LINE MILE MARKER PER (R 1 )
YPC YELLQW PLAST IC CAP CONTROL MONUMENT LIST
W/ WITH
o I
O
♦ to ,
'\77
SHEET LAYOUT
' N
DESCHUTES COUNTY SURVEYOR
FlLft BY!
N
Lo
cD
W
o'
vi
F-
0 '
rem Ile) ►�-
BPA SECONDARY TRANSMISSION LINE
- - - BPA RIGHT-OF-WAY LINE
BPA SURVEY LINE
PLSS SECTION LINE
PLSS QUARTER SECTION LINE
---------- PRIVATE PROPERTY LINE
(FOR INFORMATION ONLY- DERIVED FROM GIS)
(N890507YE 2641.53') R# INFORMATION PER RECORD DATA -
SEE REFERENCES ON RIGHT
REFERENCES
W
Of
vi
IVE
( )R1 "REDMOND - KLAMATH FALLS LINE", BPA
DRAW ING NO. 491 -03-D, SERIAL NO.'S 53201 THRU
53204
( )R2 "REDMOND - BURNS NO. 1 ", BPA DRAWING
NO. 7251 -1 1 D AND 721 -1 1-340-D1, SERIAL NO.'S
112301 THRU 112303 AND 112442
( )R3 BOUNDARY SURVEY FOR REDMOND
SCHOOL D ISTR ICT BY DAV ID K. BATEMAN, LS 1068,
FILED NOVEMBER 4, 1993, DESCHUTES COUNTY
SURVEY NO. 11671.
( )R4 QUITCLAIM DEED, RECORDED FEBRUARY
26, 1979 IN VOLUME 294, PAGE 270, DEED
RECORDS OF DESCHUTES COUNTY
SET REGISTERED F ILE NAME: WO 416290-30-ROS.dgn
MONUMENT PROFESSIONAL
MARKINGS LAND SURVEYOR 963 SW Simpson Ave., Ste. 200
Q. ®RKF
Bend, Oregon 97702
oREGON 541-385-4772
,1�DECEMBER 11, 2012 BRIAN C. COURSEN
86998 RECORD OF SURVEY
RENEWS: 12 31/2025 FOR THE BONNEVILLE POWER ADMINISTRATION
SIGNED: 3 0
PrnKA0Kjn-vi AAAATH F AI I q 1 IMF
POINT
ID
GRID
NORTHING
GRID
EASTING
DESCRIPTION
RKF-GO0101
947852.84
4734043.47
SET 3-1/4" BPA ALUMINUM CAP ON A 5/8"x30" IR, FLUSH WITH GROUND
RKF-GO0301
937966.19
4735270.77
FOUND 1-1/4" "BECON" ORANGE PLASTIC CAP ON A 5/8"x30" IR, FLUSH WITH GROUND
RKF-GO0302
940521 .44
4733959.91
FOUND 1-1 /4" "BPA CONTROL" P INK PLAST IC CAP ON A 5/8"x30" IR, FLUSH W ITH GROUND
RKF-GO0401
934572.06
4736870.51
SET 3-1/4" BPA ALUMINUM CAP ON A 5/8"x30" IR, FLUSH WITH GROUND
3l
i�2127s-
RECORD OF SURVEY
FOR THE BONNEVILLE POWER ADMINISTRATION
REDMOND-KALMATH FALLS LINE RIGHT-OF-WAY MILES 1 THROUGH 4
WITHIN PORTIONS OF
SE1/4, SEC 18, NE1/4 & SE1/4, SEC 19, SW1/4, SEC 29, NEt/4 & SE1/4, SEC 30
NW1 /4 & SW1 /4, SEC 32, TOWNSH IP 15 SOUTH, RANGE 13 EAST
WILLAMETTE MERIDIAN, DESCHUTES COUNTY,OREGON
PURPOSE
THIS SURVEY WAS PERFORMED AT THE REQUEST OF THE BONNEVILLE POWER
ADMINISTRATION (BPA) BETWEEN JUNE AND AUGUST 2023. THE PURPOSE OF
THIS SURVEY IS TO MONUMENT THE SURVEY LINE AND RETRACE BPA'S
RIGHT OF WAY FOR THE REDMOND - KLAMATH FALLS TRANSMISSION LINE
CORRIDOR, CURRENTLY OPERATED AS REDMOND-P ILOT BUTTE NO. 1 FROM
TOWER 1 /1 (SK 1) TO TOWER 4/6 (SK 34) IN MILES 1 THRU 4.
CONTROL NARRAT I VE
PR IMARY PROJECT CONTROL PO INTS (RKF-G00101, RKF-G00301 , RKF-GO0302
AND RKF-G00401) WERE ESTABLISHED WITH A MINIMUM OF 4 HOUR STATIC
GNSS OBSERVATIONS AND PROCESSED USING THE NATIONAL GEODETIC
SURVEY (NGS) ONLINE POSITIONING USER SERVICE (OPUS).
BEARINGS AND COORDINATES REPORTED HEREIN ARE BASED ON OREGON
STATE PLANE COORD INATE SYSTEM, SOUTH ZONE, NAD83(201 1 ) EPOCH 2O10.
DISTANCES REPORTED HEREIN ARE AT GROUND AND COMPUTED WITH A
PROJECT COMBINED SCALE FACTOR (CSF) EQUAL TO 0.9999261 25. TO
CONVERT GROUND DISTANCE TO GRID DISTANCE, MULTIPLY GROUND
DISTANCE BY 0.999926125.
PROCEDURE
TO RETRACE THE REDMOND-KLAMATH FALLS SURVEY LINE,THE CENTER OF
BPA TRANSMISSION WOOD POLE STRUCTURES AND CONDUCTOR ATTACHMENT
POINTS WERE SURVEYED AND ADJACENT CADASTRAL MONUMENTAT ION WAS
RECOVERED. THE 2-POLE, POINT ON TANGENT (POT) STRUCTURES WERE TIED
USING THE CIRCULAR OBJECT ROUTINE WITH A TR IMBLE S7 TOTAL STATION
OR BY AN RTK OFFSET TO THE CENTER OF POLE. THE MID POINT OF
2-POLE (POT) STRUCTURES WERE THEN CALCULATED FROM THE CENTER OF
POLE MEASUREMENTS. THE 3-POLE ANGLE POINT STRUCTURES WERE
SURVEYED UTILIZING THE CIRCULAR OBJECT ROUTINE. ADDITIONAL
STRUCTURES WERE TIED ON THE ADJACENT REDMOND-BURNS NO.1 LINE TO
CONFIRM THAT BOTH CORRIDORS ARE PARALLEL.
REDMOND-KLAMATH FALLS TRANSMISSION CORRIDOR
BPA ACQUIRED THE REDMOND-KLAMATH FALLS TRANSMISSION LINE CORRIDOR,
CURRENTLY OPERATED AS REDMOND-P ILOT BUTTE NO. 1 LINE, AS A 125-FOOT
WIDE RIGHT OF WAY EASEMENT IN 1951 -1952 CENTERED ON THE SURVEY
LINE DEPICTED IN BPA DRAWING NO. 491 -03-D, REFERENCE (R1 ). (R1) DOES
NOT SHOW ANY MONUMENTS BEING SET ON THE SURVEY LINE OR ON THE
RIGHT OF WAY BUT DOES SHOW A NUMBER OF CADASTRAL CORNERS
RECOVERED WITH DISTANCES TO THE SURVEY LINE. ADDITIONALLY, BETWEEN
1960-1963 BPA ACQUIRED THE REDMOND-BURNS NO. 1 TRANSMISSION LINE
CORR I DOR, CURRENTLY OPERATED AS THE REDMOND-BRASADA NO.1 L I NE, AS A
RIGHT OF WAY EASEMENT, LY ING ON THE EASTERLY SIDE OF, PARALLEL
WITH, AND ADJOINING THE REDMOND-KLAMATH FALLS TRANSMISSION LINE
RIGHT OF WAY. THE ACQUISITION DESCRIPTIONS FOR THE REDMOND-BURNS
NO. 1 LINE HELD THE SURVEY LINE OF THE REDMOND-KLAMATH FALLS LINE
AS CONTROLLING THE REDMOND-BURNS NO.1 TRANSMISSION L I NE, W I TH ONE
EXCEPTION BEING IN THE NE1 /4 OF THE SE1 /4 OF SECTION 1 8. THERE BPA
RESERVED AN EASEMENT OVER THE EASTERLY 545 FEET OF THAT PROPERTY
DESCRIBED IN QUITCLAIM DEED TO HARRY L. F ITCH, RECORDED FEBRUARY
26, 1979 IN VOLUME 294, PAGE 270, DEED RECORDS OF DESCHUTES COUNTY.
THE REDMOND-BURNS NO.1 L I NE IS DEP I CTED ON BPA DRAW ING NO. 721 -1 1 D,
REFERENCE (R2). (R2) DOES NOT SHOW ANY MONUMENTS BEING SET ON
THE SURVEY LINE OR ON THE RIGHT OF WAY BUT DOES SHOW THE SAME
CADASTRAL CORNERS AND DISTANCES REPORTED ON (R1 ).
THIS SURVEY RETRACES THE SURVEY LINE OF THE REDMOND-KLAMATH FALLS
LINE TO ESTABLISH THE RIGHT OF WAY OF BOTH CORR IDORS. A TABLE OF
THE ORIGINAL ACQUISITION DOCUMENTS ARE SHOWN ON SHEET 3.
TO ESTABLISH THE ANGLE POINT AT 1371 +37.9, THE CENTER OF POLE SK
3/B WAS HELD. SEE TYPICAL ANGLE POINT STRUCTURE DETAIL ON SHEET 3.
THE BACK TANGENT WAS CALCULATED UTILIZING A BEST FIT ANALYSIS
OF THE CALCULATED MID POINT OF STRUCTURES SK 1,SK 2 AND
PASSING THOUGH SK 3/B. THE FORWARD TANGENT ALSO UT IL I ZED A BEST
FIT ANALYSIS OF STRUCTURES SK 4 THRU SK 6/B AND PASSING THROUGH
SK 3/B. THE RESIDUALS FOR THE CALCULATED MIDPOINT BETWEEN SK1 AND
SK 6, WERE ALL WITHIN 0.3' FROM THE RETRACED SURVEY LINE.
AT ANGLE POINT 1386+25.1, THE CENTER OF POLE SK 6/B WAS HELD. THE
FORWARD TANGENT WAS CALCULATED UTILIZING A BEST FIT ANALYSIS OF
THE MIDPOINT OF STRUCTURES SK 6/13 THRU SK 11,AND SK 13 THRU SK
1 9/B. SK 12 WAS NOT UT IL I ZED IN THE BEST F IT ANALYS IS. THE
INTERSECTION OF THE FORWARD AND BACK TANGENT FIT THE SURVEYED
CENTER OF POLE SK 6/13 BY 0.01'. THE RESIDUALS FOR THE CALCULATED
MIDPOINT BETWEEN SK 6/B AND SK 19/13, WERE ALL WITHIN 0.5' FROM THE
RETRACED SURVEY LINE WITH THE EXCEPTION OF SK 12 WHICH WAS
CALCULATED AT 0.6' FROM THE RETRACED SURVEY LINE.
AT ANGLE POINT 1457+25.7 THE FORWARD TANGENT WAS CALCULATED
UT I L.I Z I NG A BEST FIT ANALYSIS OF THE MIDPOINT OF STRUCTURES SK
1 9/B, SK 21 THRU SK 34/13. THE CALCULATED MIDPOINT OF SK 20 WAS NOT
USED IN THE BEST FIT ANALYSIS. ANGLE POINT 1457+25.7 WAS CALCULATED
BY INTERSECTING SAID FORWARD AND BACK TANGENT. THE SURVEYED
CENTER OF POLE SK 19/8 FALLS SOUTHWESTERLY AND MEASURES 9.56'
RIGHT FROM THE BACK AND FORWARD TANGENT COMPARED WITH A DESIGN
OF 9.5' R IGHT PROVIDED BY BPA. THE RESIDUALS FOR THE CALCULATED
MIDPOINT BETWEEN STRUCTURES SK 21 THU SK 34/B WERE ALL WITHIN
0.4' FROM THE RETRACED SURVEY LINE WITH THE EXCEPTION OF SK 20
WHICH WAS CALCULATED AT 0.7'.
AT ANGLE POINT 1642+98.1 . THE CENTER OF POLE SK 34/13 WAS HELD. THE
FORWARD TANGENT WAS CALCULATED UTILIZING A BEST FIT ANALYSIS OF
THE MIDPOINT OF STRUCTURES SK 35 THRU SK 37,AND PASSING THOUGH
SK 34/13. THE RESIDUALS FOR THE CALCULATED MIDPOINT BETWEEN
STRUCTURES SK 34/B THU SK 37 WERE ALL WITHIN 0.2' FROM THE
CALCULATED FORWARD TANGENT. THIS SURVEY ENDS AT ANGLE POINT
1642+98.1. THE FORWARD TANGENT WAS ONLY CALCULATED AS A CHECK OF
THE RECORD (R1) DEFLECTION ANGLE OF 35048'30" RT.
REFERENCE (R 1 ) UT I L I ZED A D I FFERENT HOR I ZONTAL DATUM AND
CORRECTION FACTOR IN REPORTING GROUND DISTANCES AND STATIONING.
TO PREVENT COMPOUNDING ERROR WITH THE STAT ION ING, THIS SURVEY
PLACED A STATION EQUATION AT EACH ANGLE POINT TO CORRECT THE
MEASURED STATIONING BACK TO REFERENCE (R1 ).
CADASTRAL NARRAT I VE
THE BPA DRAWING NO. 491 -03-D, (R1) SHOWS MONUMENTS WITH COORDINATES
AT SECTION AND QUARTER -SECT ION CORNERS. THE COURSES IN THE
ACQUISITION DOCUMENTS FROM THE CADASTRAL CORNERS TO THE SURVEY
LINE MATCH THE COURSES SHOWN ON, (R1 ). IT IS ASSUMED THAT THESE
MONUMENTS WERE TIED BY BPA DURING THEIR ORIGINAL SURVEY AND
FURTHER USED TO PREPARE THE ORIGINAL LEGAL DESCRIPTIONS. THIS
SURVEY SEARCHED FOR AND TIED AS MANY OF THOSE MONUMENTS THAT
COULD BE FOUND TO CONFIRM THE RETRACEMENT OF THE SURVEY LINE AND
RIGHT OF WAY. ALL OF THE MONUMENTS IN (R1) HAVE BEEN RESET AS THE
MONUMENT DESCRIPTIONS DIFFER FROM WHAT WAS FOUND BY THIS SURVEY.
A REVIEW OF THE CORNER HISTORIES SHOW NO INDICATION THAT THE
LOCATIONS OF THE MONUMENTS HAVE CHANGED AND ARE WITHIN THE
TOLERANCES OF WHAT WOULD BE EXPECTED OF A SURVEY PERFORMED 70
YEARS AGO.
2 � ®®iF�L� BY.eO.-_.wwwwwat
NOTES
1. ALL TRANSMISSION LINE NAMES ARE DESIGN NAMES, EXCEPT WHERE
OTHERWISE NOTED.
2. TRANSMISSION TOWER NUMBERS ARE RELATED TO TRANSMISSION LINE
OPERATING NAMES AND MAY CHANGE IN THE EVENT THAT OPERATING NAMES
CHANGE.
3. CAUT ION - THE TRANSMISSION ANGLE POINT STRUCTURE CENTERS, BY
DESIGN, ARE TYPICALLY OFFSET FROM THE ACQUISITION/SURVEY LINE AT
ANGLE POINTS.
4. THERE MAY BE ADDITIONAL BPA REAL PROPERTY RIGHTS THAT EXTEND
BEYOND THE R/W LIMITS SHOWN.
5. CAUTION - THE TRANSMISSION TANGENT STRUCTURE CENTERS MAY NOT
FALL ALONG THE RETRACED ACQUISITION/SURVEY L INE(S).
6. BEARINGS, DISTANCES AND COORDINATES REFER TO OREGON STATE PLANE
COORD INATE SYSTEM, SOUTH ZONE, NAD83(201 1 ) EPOCH 2O10. TO CONVERT
DISTANCES SHOWN TO GRID, MULT IPLY BY THE COMBINED FACTOR OF
0.999926125.
7. RECORD AND MEASURED STATIONING IS SHOWN AT ALL ANGLE POINTS
ALONG THE RETRACED SURVEY LINES SHOWN HEREON. RECORD STATIONING
IS SHOWN IN PARENTHESIS"()". STATION EQUATIONS MAY BE SHOWN TO
EQUATE THE MEASURED BACK (BK) STATION TO THE RECORD AHEAD (AH)
STAT ION.
8. BPA FIELD NOTES FOR CADASTRAL CORNERS AND BPA PLAN MAPS MAY BE
OBTAINED BY CONTACTING THE BPA SURVEYING AND MAPPING DEPARTMENT,
VANCOUVER, WASH INGTON.
9. WHERE THE TWO DIFFER IN LOCAT ION, UNLESS OTHERWISE NOTED, THE
ORIGINAL ACQUISITION LINE, NOT THE CONSTRUCTED LINE NORMALLY
CONTROLS THE LOCATION OF THE R/W LIMITS.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
(a-.,
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12 31 2025
SIGNED: 02
FILE NAME: WO 416290-30_ROS.dgn
RECORD OF SURVEY
FOR THE BONNEVILLE POWER ADMINISTRATION
REDMOND-KALMATH FALLS LINE RIGHT-OF-WAY MILES 1 THROUGH 4
WITHIN PORTIONS OF
SE 1 /4, SEC 18, NE t /4 & SE 1 /4, SEC 19, SW 1 /4, SEC 29, NE 1 /4 & SE t /4, SEC 30
NW1/4 & SW1/4,SEC 32,TOWNSHIP 15 SOUTH, RANGE 13 EAST
WILLAMETTE MERIDIAN, DESCHUTES COUNTY. OREGON
HIM
SK#/A
LEFT POLE 1
AHEAD STATION SK # /B
SK# /C
RIGHT POLE
AHEAD STATION
P��pO
TYPICAL 3-POLE ANGLE POINT STRUCTURE
NOT TO SCALE
DESCHUiES COUNTY SV OR
FttED3��� BY: Ca�?:?^
BPA ACQUISITION TABLE
BPA '
TRACT ID
RECORDING
NUMBER
RECORDING
DATE
BPA MAP SERIAL NO.
R-B-1 -A-1
VOL. 126, PG. 619
1 /20/ 1961
112301 & 112302
R-B-1 -A-2
VOL. 126, PG. 619
1 /20/ 1961
112301
R-B-1 -A-4
VOL. 126, PG. 131
10/5/ 1960
112301
R-13-1 -A-5
VOL. 1 26, PG. 73
9/26/ 1960
112301
R-B-1 -A-6
VOL. 125, PG. 698
9/ 14/ 1960
112301
R-B-2-A-7
VOL. 126, PG. 375
1 1 /3/1960
112302
R-B-2-A-8
VOL. 126, PG. 99
9/29/1960
112302
R-B-2-A-9
VOL. 125, PG. 552
8/22/1960
112302
R-B-2-A-10
VOL. 126, PG. 254
10/21 /1960
112302
R-B-2-A-1 1
VOL. 1 26,PG. 301
1 1 /4/ 1960
112302 & 112303
R-B-3-A-12
VOL. 126, PG. 301
1 1 /4/ 1 960
112303
R-8-3-A-13
VOL. 126, PG. 301
1 1 /4/ 1960
112303
R-13-3-A-14
VOL. 126, PG. 133
1 1 /24/ 1960
112303
R-B-3-A-15
VOL. 125, PG. 437
7/ 14/ 1960
112303
R-B-4-A-16
VOL. 126, PG. 381
1 1 /15/ 1960
112442
R-B-4-A-1 7
BLM LAND GRANT ORE
10362, ORE 2086
AND OR 46977
2/ 1 / 1 963
112442
R-KF-1 -A-1 &3
VOL. 98, PG. 1 24
7/ 19/ 1 951
53201
R-KF-1 -A-2
VOL. 98, PG. 120
7/ 19/ 1951
53201
R-KF-1 -A-4
VOL. 98, PG. 122
7/ 19/ 1951
53201
R-KF-1 -A-5
VOL. 98, PG. 257
8/9/ 1951
53201 & 53202
R-KF-2-A-6
VOL. 98, PG. 260
8/9/ 1951
53202
R-KF-2-A-7
VOL. 98, PG. 118
7/19/1951
53202
R-KF-2-A-8
VOL. 98, PG. 214
8/2/1951
53202
R-KF-2-A-9
VOL. 99, PG. 154
1 1 / 1 / 1951
53202 & 53203
R-KF-3-A-10
VOL. 98, PG. 204
8/2/1951
53203
R-KF-3-A-1 1
VOL. 100, PG. 48
2/5/ 1952
53203
R-KF-3-A-1 2
VOL. 55, PG. 590
7/2/ 1937
53203
R-KF-3-A-1 3
VOL. 98, PG. 21 1
8/2/1951
53203
R-KF-4-A-14
VOL. 98, PG. 208
8/2/1951
53204
R-KF-4-A-15
53204
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12 31/2025
SIGNED: 3 1712bt4
F ILE NAME: WO 416290-30_ROS.dgn
1s 2 12 7 6
00
W
Ln
d Z O
0 oNcc
In I., '-Z) Z
Q) O
� Qom
LQ
N 0° 47'07"E 2640.95'
(N 00 19'12"E 2641.04) R3
2071.02' (2071.04') R3
DETAIL A- SK3 STRUCTURE DETAIL
NOT TO SCALE
00
U
Q
V
00-
cq of
co-
�
c N
N C6
S0024"47"W 647.56' I RKF-P00102 `�- N
z I ; '� (SO02510"W 64 7.90') R 1 ' �� C) W
M �, �o�o,, �o� co o
Q r -- -- -- Fps ti O� �0
m Ocf)~ I• r Ncn
00
Q
J tin Lij/ ��-ti� �Fis
w ato
NtOW(D M �'= LL- YM / r- ,- ,- ,- ,--,
cV Lq� IN I �o Qj �, I _ L-
rr s s0 I F d� r Of
w
°z' wc►-NCII'off, L-�
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TRACTA -
(o Dc ow� I •° �Z N o-r7 - I I> `-r��• �Q �"�Qr =00 oK o.Lo
a7
o
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Do - I I
`'
IJ--� L_---JJ---� LJ-1-1JJJ_1J_'__j
- -- - - - - - - - -
I �----j- �J --� - -- ------ _ SW 39TH ST O
op
S0 ° 0 7'04 "W 7098.17'
533.86' (533.93') R3
(36.07') R3 N
I: �ra-
No
Ln
co 00
o
o
-CD
�
I °°
0 0
I °° co
c
1Ask 5.03'
RKF-P00103
(So ° 0 7'20"w 7098.229 R 1
•,
-
�
DETAIL B- SK6 STRUCTURE DETAIL
I
(
O
`�-
N_
�-
NOT TO SCALE
r
I
I00
I
i
oNa'
�W
�
��c�i�
o
owapo
Lo
M�
vz
L6
RKF-POO105
0
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J��;�
cnN
�W
W)N
n
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IW)
Mo�A-1 iItI
Ir-�
II Q
%Ir 0v
U)v-
zW
15.03' REDMONDKLAMATH FALLS
w
� JUCVt Y Lim
RKF-P00106
�
SET MONUMENT TABLE
PO INT
ID
GRID
NORTHING
GRID
EAST ING
STAT ION
TYPE
RKF-POO101
949272.99
4734923.21
1366+26.47
POT
RKF-POO102
948776.98
4734919.66
1371 -22.53
POT
RKF-POO103
948751 .38
4734908.93
1 371 +52.88
POT
RKF-POO104
948063.90
4734220.82
1381 +25.64
POT
RKF-POO105
947721.68
4733878.23
1386+09.91
POT
RKF-POO106
947696.07
4733867.63
1386+40.13
POT
rRKF-P00l_0_7t946771.25
14733865.73
1395+65.02
1 POT
SET
MONUMENT
MARKINGS
o A��
Q RKF-POOXXX
N 0
PLS86998
DOW23
O0 NET pIS����
RECOVERED MONUMENTS
-----I------ _-,------ ----,-----------
I
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� I I REGISTERED
PROFESSIONAL
LAND SURVEYOR
� I
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12 31/2025
SIGNED: 3
POINT ID
NORTHING
EAST I NG
DATE
DESCRIPTION AND REFERENCE DOCUMENTS
219
948758.98
4735401.10
7/7/2023
FND 5/8" IRON ROD, BENT, CS1 1671
225
949292.76
4735408.33
7/7/2023
FND 3 1 /2" BRASS CAP "BPA", GOOD COND., FND IN CS1 1671
WM1 5S1 3E140400
946729.33
4732734.28
7/7/2023
FND 5/8" IR IN AC 0.2' DOWN, GOOD COND., FND IN RDCC 406
WM 1 5S 1 3E 1 40440
949375.92
4732766.90
7/5/2023
FND 2" ALUM W/ PUNCH IN WELL, GOOD COND., OCRR 1 572
WM1 5S1 3E200400
946688.32
4735372.64
7/5/2023
FND 3 1 /4" ALUM DISC IN WELL, GOOD COND., OCRR 1 799
SCALE 1' = 20 0"
rr 100 r 200
FEET
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REDMOND-KALMATH FALLS LINE RIGHT-OF-WAY
MILES 1 THROUGH 4
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WITHIN PORTIONS OF
SE 1
/4, SEC 18, NE 1 /4 & SE 1 /4, SEC 19, SW 1 /4,
SEC 29, NE 1 /4 & SE 1 /4, SEC 30
NW
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RANGE 13 E AS T
W I LLAME T TE MERIDIAN, DESCHUTES COUNTY, OREGON
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LEGEND
BPA CONTROL MONUMENT
Q FOUND MONUMENT (AS NOTED)
• SET 3-1/4" ALUM. CAP ON 5/8" X 24" REBAR
N BPA PRIMARY 2-POLE
BPA PRIMARY 3-POLE
000 BPA SECONDARY 3-POLE
18 1 17
FOUND PLSS MONUMENT (SECTION CORNER)
19120
8 FOUND PLSS MONUMENT (QUARTER CORNER)
19
BPA SECONDARY TRANSMISSION LINEII
BPA RIGHT-OF-WAY LINE
BPA SURVEY LINE
PLSS SECTION LINE
PLSS QUARTER SECTION LINE
PRIVATE PROPERTY LINE
(FOR INFORMATION ONLY -
DERIVED FROM G IS)
(N89050'l3"E 2641.53") R# INFORMATION PER RECORD DATA -
SEE REFERENCES ON SHEET 1
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F ILE NAME: WO 416290-30-ROS.dgn
CS 2 12 7 6 -
RECORD OF SURVEY
FOR THE BONNEVILLE POWER ADMINISTRATION
REDMOND-KALMATH FALLS LINE RIGHT-OF-WAY MILES 1 THROUGH 4
WITHIN PORTIONS OF "
SE 1 /4, SEC 18, NE 1 /4 & SE 1 /4, SEC 19, SW 1 /4, SEC 29, NE 1 /4 & SE 1 /4, SEC 30 DESCHUM COUNTY SURVEYOR I
NW1 /4 & SW1 /4, SEC 32, TOWNSHIP 15 SOUTH, RANGE 13 EAST i -3..t��ZC� Cy�,wIr
t
W ILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON LM BY.
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Lo q Q REDMOND-BURNS koJ q I , I TRACT D U
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L_�—�---'--L I JlJ—J
SW 41ST ST I �---�--------�� \ �/
BPA CONTROL MONUMENT I — --r-- / \ I
I �-- i i I------r- r----� I-----------�� \ ,i i L--
• SET 3-1 /4" ALUM. CAP ON 5/8" X 24" REBAR
-
0 FOUND MONUMENT (AS NOTED)
0
�-a BPA PRIMARY 2-POLE 0
d-
co
18117 Q �Ln SET
— + — FOUND PLSS MONUMENT (SECTION CORNER) �1 �� MONUMENT
19 120 Ln Lo z� c) MARKINGS
oN �� SCALE 1 " = 200'
—18 FOUND PLSS MONUMENT (QUARTER CORNER) �N rnd ®RKF
192Q10 100 0 2�J0
FEET
X TRANSMISSION LINE MILE MARKER PER (R1)
BPA SECONDARY TRANSMISSION LINE
BPA RIGHT-OF-WAY LINE
BPA SURVEY LINE
PLSS QUARTER SECTION LINE
---------- PRIVATE PROPERTY LINE
(FOR INFORMATION ONLY- DERIVED FROM G IS)
(N89050'13°E 2641.53') R# INFORMATION PER RECORD DATA -
SEE REFERENCES SHEET 1
SET MONUMENT TABLE
PO INT
ID
GR ID
NORTHING
GR ID
EAST ING
STAT ION
TYPE
RKF-P00108
945652.21
4733863.43
1406+84.16
POT
RKF-P00201
944993.42
4733862.07
1413,,43.00
POT
RKF-P00202
944406.06
4733860.87
1419+30.40
POT
RKF-P00203
943921.18
4733859.88
1424+15.31
POT
RKF-P00204
943372.32
4733858.73
1429+64.22
POT
RKF-P00205
942669.22
4733857.30
1436+67.37
POT
RECOVERED MONUMENTS
POINT ID
NORTHING
EAST ING
DATE
DESCRIPTION AND REFERENCE DOCUMENTS
WM15S1 3E140340
944094.79
4732751 .88
7/7/2023
FND 1" IRON BAR, GOOD COND., CS03418
WM15S13E200340
944035.15
4735360.24
1 7/10/2023
FND 3/4" IP W/YPC "POVEY & ASSOC", GOOD COND., CS15382
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/202
SIGNED:
FILE NAME WO 416290-30_ROS.dgn
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FOR THE BONNEVILLE POWER ADMINISTRATION
REDMOND-KALMATH FALLS LINE RIGHT-OF-WAY MILES 1 THROUGH 4
WITHIN PORTIONS OF
SE 1 /49 SEC 18, NE 1 /4 & SE 1 /4, SEC 199 SW 1 /4, SEC 29, NE 1 /4 & SE 1 /49 SEC 30 - P
NW 1 /4 & SW 1 /4, SEC 32, TOWNSHIP 15 SOUTH, RANGE 13 EAST'S
W ILLAME T TE MERIDIAN, DESCHUTES COUNTY, OREGON
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C:) u ►�V)� z W
W" BPA PRIMARY 3-POLE
000 BPA SECONDARY 3-POLE
181 17
19120
18
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FOUND PLSS MONUMENT (SECTION CORNER)
FOUND PLSS MONUMENT (QUARTER CORNER)
TRANSMISSION LINE MILE MARKER PER (R 1 )
(N89050"13"E 2641.53') R# INFORMATION PER RECORD DATA -
SEE REFERENCES SHEET 1
RECOVERED MONUMENTS
BPA SECONDARY TRANSMISSION LINE
I BPA RIGHT-OF-WAY LINE
BPA SURVEY LINE
PLSS SECTION LINE
---------- PRIVATE PROPERTY LINE
(FOR INFORMATION ONLY- DERIVED FROM G IS)
SET MONUMENT TABLE
POINT
ID
GRID
NORTHING
GRID
EAST ING
STATION
TYPE
RKF-P00206
942031.72
4733856.00
1443+04.92
POT
RKF-P00207
941656.30
4733855.21
1446+80.37
POT
RKF-AO0201
1 940613.47
4733853.07
1457+25.72 Ah
AP
RKF-P00301
1 939967.32
4734178.14
1 1464+49.07
POT
POINT ID
NORTHING
EAST ING
DATE
DESCRIPTION AND REFERENCE DOCUMENTS
WM15S13E 140300
941426.03
4732726.05
7/5/2023
FND 3 1 /4" BRASS DISC "DESC. CO. SURV. OFFICE", GOOD COND., OCRR 1878
FW—Ml5Sl3E200300
941409.11
4735362.68
7/10/2023 I
FND 2" BRASS DISC IN WELL, GOOD COND., OCRR 1287
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MARKINGS
NEV<'�'
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PLS86998
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SCALE 1' = 200'
►r 100 r 200
FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12 31 2025
SIGNED:74�44
WOOD POLE
SK 19/A
;
RKF-A00201
J
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RtrooON�ryS\sR�E� �N
WOOD POLE
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SK 19/B
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MEAS. OFFSET 9.6'
(9.5')R1
;
i
WOOD POLE
SK 19/C
DETAIL C- SK19 OFFSET STRUCTURE DETAIL
NOT TO SCALE
F ILE NAME: WO 416290-30_ROS.dgn
):rl
RECORD OF SURVEY
FOR THE BONNEVILLE POWER ADMINISTRATION
/\ O IV REDMOND-KALMATH FALLS LINE RIGHT-OF-WAY MILES 1 THROUGH 4
WITHIN PORTIONS OF
SE 1 /4, SEC 18, NE 1 /4 & SE 1 /4, SEC 19, SW 1 /4, SEC 29, NE 1 /4 & SE 1 /4, SEC 30
,`�O� I NW1 /4 & SW1 /4, SEC 32, TOWNSHIP 15 SOUTH, RANGE 13 EAST
QI---- WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
LLJ
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SW CASCADE VISTA DR - SW 36TH ST h 9o*2io8 I I ,d�t!,dp �� \j / A
-°� o�---�-- — --�- --�--- cbo Ipp D 0 o �J,Q, �23 i-_<2</ j�a. \ _-7
281 1 282 283 284 1 285 1 286 ,� Vega-L1 a \ 1 24
1 f I ° 1 1 2 1 7 1 6 \ 5 I �-- --_ v 29 _ 31
=QjQ' I T � TRACT A ---� -- � -- -- -- --
`-) TRACT B g ( I I g g - — — - — — — — — — g , / g REDMOND-BURNS NO. I
w 37.5'
� � it -- � -- -- -- -- ® -- -- TRACT Al'
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S26 42 21 E 7707.97 r---_-- __—__� / / / TRACT G l REDMOND-KLAMATH FALLS LINE
0
C-' - I I
77
I / \
w CN (S2604I'50"E 7708.469 R1 SURV Y LINE
01 --- -- -- -- --�----I------ �-- _ -_ -/ / `� _X_ A -
TRACT M -- -- --� -- -- --
O 1 I 2 M I 0 3 I I � TRACT R O �� /' \ \ \ \ O M_I�
PQG3���OoOnM pcn a I I N '< it` / '7 \ �^ \ a o
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0�0 \ MM�00 I �tD,J� / QQ\/ V / + YLnNLO �•0.
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cn � O " I ( o .- d 9 / � �. T \ / ,`r �
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LEGEND
�b BPA CONTROL MONUMENTTRANSMISSION
/ G ® BPA SECONDARY LINE
Q FOUND MONUMENT (AS NOTED) _ _ BPA R IGHT-OF-WAY LINE
• SET 3-1/4" ALUM. CAP ON 5/8" X. 24" REBAR
BPA SURVEY LINE
H BPA PRIMARY 2-POLE
W" BPA PRIMARY 3-POLE
000 BPA SECONDARY 3-POLE
18117
79
+ — FOUND PLSS MONUMENT (SECTION CORNER)
19120
18 FOUND PLSS MONUMENT (QUARTER CORNER)
19
SET MONUMENT TABLE
POINT
ID
GRID
NORTHING
GR ID
EAST ING
STAT ION
TYPE
RKF-P00302
939134.77
4734596.95
1473+81.10
POT
RKF-P00303
938251.88
4735041.13
1483+69.49
POT
RKF-P00304
937649.91
4735343.98
1490+43.40
POT
RKF-P00305
936746.68
4735798.35
1500+54.55
POT
RKF-P00306
1 936090.57
14736128.43
1 1507+89.07
1 POT
RECOVERED MONUMENTS
PLSS SECTION LINE
PLSS QUARTER SECTION LINE
NmNIt
Y It
v)v- O v
- — — — — — — — PRIVATE PROPERTY LINE
(FOR INFORMATION ONLY- DERIVED FROM G I S)
(N8905913"E 2641.53) R# INFORMATION PER RECORD DATA -
SEE REFERENCES SHEET 1
POINT ID
NORTHING
EAST ING
DATE
DESCRIPTION AND REFERENCE DOCUMENTS
WM15S13E160240
938796.46
4734018.92
7/7/2023
FND 3/4" IP POVEY & ASSOC., GOOD COND., CS01407
WM1 5S13E200200
936128.14
4735328.64
7/21 /2023
FND 3 1 /4" BRASS DISC "DESC. CO. SURV. OFFICE", GOOD COND., OCRR 1299
WM15S13E200240
938776.42
4735337.75
7/5/2023
FND 1 /2" SMOOTH IR, GOOD COND., FND IN CS01405
WM15S1 3E240200
936132.07
4737990.12
7/10/2023
FND 3" BRASS CAP ON IP "DESC. CO. SURV. OFFICE", GOOD COND., OCRR 1218
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12 31/2025
SIGNED:
ACV
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QLO
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41
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PLS86998
DOW23 SCALE 1' = 200'
O� NOT pi5���0
200 100 0 200
FEET
FILE NAME: WO 416290-30_ROS.dgn
r \ 963 SW Simpson Ave., Ste. 200
Bend, Oregon 97702
0 W L 541-385-4772
RECORD OF SURVEY
FOR THE BONNEVILLE POWER ADMINISTRATION
REDMOND-KLAMATH FALLS LINE
RIGHT-OF-WAY MILES 1 THROUGH 4
SCALE: 1 '' = 200'
NOVEMBER 2023 SHEET 7 OF 8
DESIGNED: P. SHERWOOD PROD. NO. 2582.80092.47
DRAWN: D. W ILHELM CHK'D= B. COURSEN SER. NO. 353770-C
70
w
uj
V)
W
W
ol
RECORD OF SURVEY
FOR THE BONNEVILLE POWER ADMINISTRATION
REDMOND-KALMATH FALLS LINE RIGHT-OF-WAY MILES 1 THROUGH 4
WITHIN PORTIONS OF
SE 1 /4, SEC 18, NE 1 /4 & SE 1 /4, SEC 19, SW 1 /4, SEC 29, NE 1 /4 & SE 1 /4, SEC 30
NW 1 /4 & SW 1 /4, SEC 32, TOWNSHIP 15 SOUTH, RANGE 13 EAST
W ILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
SNP � �
37.5' S \ b b \ \ S
S260 42'21 " E 7707.97' 77-
/ \ \
- - f S26'° 41 '50"
L0
LEGEND
•
h6'9
18117
19120
18
19
HELD CENTER OF
lift 15.00' POLE SK3418
RKF-P00403
) v/0
7708.469 R 1
\ 0 �' 0 \ \ 7" o��o F l�
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0 I
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vi m- \ \ °- / / � � �n < °- � Q � \ V) \ o a
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tto Of
wo \ �W(�Y / / `o�.o ��o�� \ w Y
rn 0 \ to ,� ° / / * ,._. � \ N o0 a3 +n�I— + \ _ NOT TO S C AL E
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x
BPA CONTROL MONUMENT
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\0^�M0
6 vi �Lo00 �00 ��_ CFO
\ \ t o to
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/ \ \ r7 �
w
\ J,
FOUND MONUMENT (AS NOTED)
SET 3-1/4" ALUM. CAP ON 5/8" X 24" REBAR
BPA PRIMARY 2-POLE \ 02 \\ `
BPA PRIMARY 3-POLE
BPA SECONDARY 3-POLE
FOUND PLSS MONUMENT (SECTION CORNER) \ \
FOUND PLSS MONUMENT (QUARTER CORNER)
TRANSMISSION LINE MILE MARKER PER (R 1 )
BPA SECONDARY TRANSMISSION LINE
- - - BPA RIGHT-OF-WAY LINE
BPA SURVEY LINE
PLSS SECTION LINE
PLSS QUARTER SECTION LINE
---------- PRIVATE PROPERTY LINE
(FOR INFORMATION ONLY- DERIVED FROM G IS)
(N89050'13"E 2641.53') R# INFORMATION PER RECORD DATA -
SEE REFERENCES SHEET 1
SET MONUMENT TABLE
POINT
ID
GR ID
NORTHING
GR ID
EAST ING
STAT ION
TYPE
RKF-P00401
935039.38
4736657.28
1519.65.88
POT
RKF-P00402
934289.95
4737034.30
1528+04.86
POT
RKF-P00403
933741.66
4737310.12
1534+18.67
POT
SCALE 1' = 200'
t! 1 C U
SET---2oZ
By,/J
MONUMENT
MARKINGS
�ONNEV/<<F
O A��
Q RKF-POOXXX
0
PLS86998
DOW23
FILE NAME: WO 416290-30-ROS.dgn
O NOT
963 SW Simpson Ave., Ste. 200
D
Bend, Oregon 97702
DOWL 541-385-4772
REGISTERED
PROFESSIONAL
RECORD OF SURVEY
LAND SURVEYOR
FOR THE BONNEVILLE POWER ADMINISTRATION
REDMOND-KLAMATH FALLS LINE
OREGON
RIGHT-OF-WAY MILES 1 THROUGH 4
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12 31 /2025
SCALE: 1 " = 2 0 0'
SIGNED:
NOVEMBER 2023 SHEET 8 OF 8
DESIGNED: P. SHERWOOD PROJ. NO. 2582.80092.47
DRAWN: D. W ILHELM CHK'D: B. COURSEN SER. NO. 353770-C