HomeMy WebLinkAboutSurvey 20432LEGEND:
AC
ALUMINUM CAP
BC
BRASS CAP
BLM
BUREAU OF LAND MANAGEMENT
B.T.
BEARING TREE
BP:
BEGIN PROJECT
COCS
CENTRAL OREGON COORDINATE SYSTEM
�-
COR
CORNER
CS
COUNTY SURVEY, DESCHUTES COUNTY
N
SURVEY RECORDS
DN
DOWN
EOP
END PROJECT
FB
FIELD BOOK
FNV
FIELD NOTE VOLUME
FD
FOUND
GPS
GLOBAL POSITIONING SYSTEM
IP
IRON PIPE
IR
IRON ROD
(M)
MEASURED
OCRR
OREGON CORNER RESTORATION RECORD
PC
POINT OF CURVATURE
PG
PAGE
PI
POINT OF INTERSECTION
POB
POINT OF BEGINNING
PT
POINT OF TANGENCY
(R#)
RECORD DATA FROM REFERENCE SURVEY
RD
ROAD
RM
REFERENCE MONUMENT
RP
REFERENCE POINT
RPC
RED PLASTIC CAP
SEC.
SECTION
VOL.
VOLUME
W/
WITH
YP p
YELLOW PLASTIC CAP
•
UTILITY POLE
p
FOUND MONUMENT (AS NOTED)
SET 5/8"X30" IRON ROD WITH YELLOW
PLASTIC
CAP STAMPED "DEA", ON 11 /5/20
SET 1-5/32" BERNSTEN BP-2 COPPER
DISK STAMPED "DEA",
3�£
ON 11 /5/20
CALCULATED POINT
EXISTING RIGHT-OF-WAY LINE
-
LEGALIZED RIGHT-OF-WAY
- -
CENTERLINE
-- - - - -
- PROPERTY LINE
- - - - - - - -
- EDGE OF GRAVEL
- - -
EDGE OF ASPHALT
QUARTER SECTION AND SECTION LINE
ss
SHEET 3
0
TUMALO BRIDGE
RESERVOIR
SHEET 2
�R. 11 E. . SEC. 33, T. 16 S. , R , WM
SEC. 4, T. 17 S., R. 11 E., WM.
1�
SURVEYORS NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE RIGHT OF WAY PER THE LEGALIZATION OF
SISEMORE ROAD PER DESCHUTES COUNTY COMMISSIONERS ORDER 2020-002, RECORDED IN
COMMISSIONERS JOURNAL AS CJ2020-60, IN THE VICINITY OF THE SISEMORE BRIDGE AND TUMALO
RESERVOIR DAM IN SECTION 33, TOWNSHIP 16 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON. SISEMORE ROAD WAS BUILT CIRCA 1914 AND HAS BEEN USED BY THE
PUBLIC SINCE THAT TIME AND IS CLASSIFIED AS A COUNTY ROAD WITH A PORTION OF THIS ROADWAY
CROSSING DEED DOCUMENT 2014-03436 AND DEED DOCUMENT 88-20572. HOWEVER, IT WAS NEVER
OFFICIALLY ESTABLISHED. A BEST FIT CENTERLINE OF THE TRAVELED ROADWAY WAS HELD TO
ESTABLISH THE LEGALIZED ROADWAY WITH A 60 FOOT RIGHT-OF-WAY WIDTH, 30 FEET BEING ON
EACH SIDE OF THE CENTERLINE. MONUMENTS WERE SET ON THE RIGHT-OF-WAY LINES AT THE POINT
OF BEGINNING, POINT OF CURVES, POINT OF TANGENTS, AND THE TERMINUS OF THE LEGALIZED
ROADWAY. THE EXISTING ROADWAY AT THE TIME OF THE SURVEY IS A GRAVEL ROAD AND THE
SISi MORE BRIDGE IS UNDER CONSTRUCTION.
POINT NO. 1010 AT THE POINT OF INTERSECTION IS CALLED AS A STEEL BAR BY SURVEY RD01529
WITH NO DIAMETER. SURVEY CS 01668 CALLS THIS SAME POINT AS A 1-1/4" BAR. THIS SURVEY
FINDS THE DIAMETER TO BE 1-3/4" AND THE DISTANCE WEST OF THE SOUTH 1/4 OF SECTION 33 IS
0.09 LONGER THAN THAT MEASURED BY SURVEY CS01669. POINT 1010 WAS HELD AS AN ORIGINAL
ROAD SURVEY MONUMENT.
DUE TO A TYPOGRAPHICAL ERROR ON THE LEGALIZATION DESCRIPTION RECORDED AS CJ2020-60 THE
POINT NUMBER 1010 WAS INCORRECTLY CALLED AS A 3/4" IRON BAR. THE CORRECT SIZE IS NOTED
ON THIS SURVEY.
SURVEY REFERENCES:
DATE
CS
01663
5/30/1971
CS
01667 (R3)
UNKNOWN
CS
01668 (R4)
9/02/1969
CS
01669
8/29/1977
CS
01670
UNKNOWN
CS
05274
7/19/1979
CS 16260 (R1)
CS
16636
CS
16764
CS
17062 (R5)
CS
19023 (R2)
FB
0400
RD 01529 (R6)
BLM FIELD NOTES
CS 20408 (137)
1/28/2005
2/06/2006
12/29/2015
9/22/2006
9/29/2015
9/29/1926
1926
2012
10/16/2020
SURVEYOR
DESCRIPTION
A PERRY (ENGINEER)
SURVEY FOR DALE AND RICHARD THOMSON.
UNKNOWN
TRACT SURVEY SE 1 /4, SW 1 /4.
A PERRY (ENGINEER)
SURVEY FOR ARLENE COUCH.
G COLVIN
SURVEY FOR KIT KORISH AND BUD EVANS.
A PERRY (ENGINEER)
SURVEY FOR RICHARD THOMSON.
G COLVIN
PLAT SURVEY, BEAR SPRING ACRES
FOR KORISH, EVANS, AND CULLMAN.
J POWELL
BULL SPRINGS ROAD RIGHT OF WAY
SURVEY.
L MILLER
LOT LINE ADJUSTMENT.
J PERRY
RECORD OF SURVEY.
J POWELL
PARTITION PLAT FOR ANN COBB.
D DURYEE
BOUNDARY SURVEY FOR LESLIE HUDSON.
UNKNOWN
TUMALO RESERVOIR MARKET ROAD FIELD
NOTES.
R GOULD (ENGINEER)
TUMALO RESERVOIR MARKET ROAD NO. 11 A
VOLUME OR-R 0694, PAGE 40
R JACKSON
RECORD OF SURVEY FOR DESCHUTES COUNTY
DESCHUTES
COUNTY DEED
REFERENCES:DEED
RIGHT-OF-WAY MONUMENTS (MONUMENTS 504 THROUGH 509) WERE SET THE SAME TIME OF THIS
SURVEY FOR TUMALO RESERVOIR ROAD PER RECORD OF SURVEY FILED BY DAVID EVANS AND
gg-20572
DATE
9/12/1988
OWNER
TUMALO IRRIGATION DISTRICT
ASSOCIATES, INC. WITH THE DESCHUTES COUNTY SURVEYOR'S AS CS 20408.
93-42168
2/03/2014
STEPHEN W MOODY
RIGHT OF WAY MONUMENTS 530 AND 531 AT THE TERMINUS OF THE CENTERLINE DESCRIBED IN
CJ2020-060 WERE SET ON THE WESTERLY EXTENSION OF THE NORTH LINE OF THE SOUTHEAST ONE
91-19044
7/05/1981
DON L. & DORIS J. SHORES
QUARTER OF THE SOUTHWEST ONE QUARTER FROM POINT 1023 AT THE SOUTHWEST ONE SIXTEENTH
2O14-03436
2/03/2014
LESLIE HUDSON AND VERONICA
CORNER. THE SOUTHWEST ONE QUARTER WAS NOT SUBDIVIDED BY THIS SURVEY AND THE
NEWTON-HUDSON FAMILY TRUST
MONUMENTS MAY NOT BE ON THE NORTH LINE OF THE SOUTHWEST ONE QUARTER OF THE
SOUTHWEST ONE QUARTER.
BASIS OF BEARINGS:
DEA USED RTK AND UTILIZED THE DESCHUTES COUNTY "DESCHUTES 13" TRANSFORMATION TO
TRANSFORM POSITIONS FROM THE OREGON REAL TIME GPS NETWORK (ORGN) TO THE CENTRAL
OREGON COORDINATE SYSTEM (COCS) FOR THE BASIS OF BEARINGS. HORIZONTAL UNITS ARE
INTERNATIONAL FEET. VERTICAL UNITS ARE US FEET AND IS BASED ON THE NATIONAL GEODETIC
VERTICAL DATUM OF 1929 (NGVD 29). COCS MARK NUMBER 16113500 AND 16113600 WERE
MEASURED TO VERIFY THEIR POSITIONS.
t
i
i
i
CANAL
TUMALO RESERVOIR ROAD
OREGON CORNER RESTORATION RECORD:
DATE SURVEYOR
0892 11/14/1988 RAYMOND E. OMAN
DESCHUTES COUNTY COMMISSIONERS JOURNAL
DATE SURVEYOR
CJ2020-060(R8) 02/18/2020 R JACKSON
SURVEYOR'S NOTE:
DUE TO A TYPOGRAPHICAL ERROR THE 3/4" IRON BAR CALLED IN THE FIRST LINE BELOW SHOULD HAVE BEEN
REFERENCED AS A 1-3/4" IRON BAR WHICH IS POINT NUMBER 1010 ON THIS SURVEY.
CENTERLINE DESCRIPTION FOR A PORTION OF
SISEMORE ROAD. COMMISSIONERS JOURNAL NUMBER CJ2020-60:
A 60 FOOT WIDE ROAD SITUATED IN THE SOUTHWEST ONE -QUARTER OF SECTION 33 IN TOWNSHIP 16 SOUTH,
RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON. THE CENTERLINE IS DESCRIBED AS
FOLLOWS:
COMMENCING AT A 3/4" IRON BAR WHICH BEARS NORTH 89' 53' 05" WEST, A DISTANCE OF 315.95 FEET FROM
THE NORTH ONE -QUARTER CORNER OF SECTION 4, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON, SAID POINT BEING THE POINT OF INTERSECTION (PI), AT STATION 242+91.2 PER
TUMALO RESERVOIR MARKET ROAD NO. 11 A, SURVEY NO. RD01529, DATED 1926, DESCHUTES COUNTY ROAD
DEPARTMENT RECORDS; THENCE NORTH 06' 58' 09" WEST, A DISTANCE OF 333.23 FEET TO THE TRUE POINT OF
BEGINNING, AND BEING THE TERMINUS OF SAID TUMALO RESERVOIR MARKET ROAD; THENCE NORTH 06' 47' 46"
WEST, A DISTANCE OF 126.51 FEET TO THE SOUTH LINE OF THAT PROPERTY RECORDED AS BARGAIN AND SALE
DEED DOCUMENT 2014-03436, DESCHUTES COUNTY RECORDS, AS SHOWN ON RECORD OF SURVEY NO. CS 19023,
DESCHUTES COUNTY SURVEY RECORDS; THENCE NORTH 06' 47' 46" WEST, A DISTANCE OF 6.67 FEET TO A
POINT OF CURVATURE; THENCE ON AN ARC OF AN 80.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A
CENTRAL ANGLE OF 67' 25' 35", AN ARC DISTANCE OF 94.14 FEET (THE LONG CHORD OF WHICH BEARS NORTH
40' 30' 33" WEST, A DISTANCE OF 88.81 FEET) TO A POINT OF TANGENCY; THENCE NORTH 74' 13' 21" WEST, A
DISTANCE OF 145.05 FEET TO A POINT OF CURVATURE; THENCE ON AN ARC OF A 200.00 FOOT RADIUS CURVE
TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 15' 58' 03", AN ARC DISTANCE OF 55.74 FEET (THE LONG
CHORD OF WHICH BEARS NORTH 66' 14' 19" WEST, A DISTANCE OF 55.56 FEET) TO A POINT OF TANGENCY;
THENCE NORTH 58' 15' 17" WEST, A DISTANCE OF 302.68 FEET TO A POINT OF CURVATURE; THENCE ON AN
ARC OF A 300.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 20' 03' 19", AN ARC
DISTANCE OF 105.01 FEET (THE LONG CHORD OF WHICH BEARS NORTH 48' 13' 38" WEST, A DISTANCE OF
104.47 FEET) TO A POINT OF TANGENCY; THENCE NORTH 38' 11' 59" WEST, A DISTANCE OF 140.53 FEET TO A
POINT OF CURVATURE; THENCE ON AN ARC OF A 500.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A
CENTRAL ANGLE OF 08' 53' 18", AN ARC DISTANCE OF 77.57 FEET (THE LONG CHORD OF WHICH BEARS NORTH
42' 38' 38" WEST, A DISTANCE OF 77.49 FEET) TO A POINT OF TANGENCY; THENCE NORTH 47' 05' 17" WEST,
A DISTANCE OF 244.95 FEET TO A POINT OF CURVATURE; THENCE ON AN ARC OF A 350.00 FOOT RADIUS
CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 14' 13' 27", AN ARC DISTANCE OF 86.89 FEET (THE
LONG CHORD OF WHICH BEARS NORTH 39' 58' 33" WEST, A DISTANCE OF 86.67 FEET) TO A POINT ON THE
WEST LINE OF SAID BARGAIN AND SALE DEED, SAID LINE ALSO BEING THE EAST LINE OF STATUTORY QUITCLAIM
DEED IN DOCUMENT NUMBER 88-20572, BOOK 170, PAGE 0581 OF DESCHUTES COUNTY RECORDS; THENCE
CONTINUING ON SAID 350.00 FOOT RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 11' 54, 28",
AN ARC DISTANCE OF 72.74 FEET (THE LONG CHORD BEARS NORTH 26' 54' 36" WEST, A DISTANCE OF 72.61
FEET) TO A POINT OF TANGENCY; THENCE NORTH 20' 57' 21" WEST, A DISTANCE OF 40.00, MORE OR LESS TO
THE NORTH LINE OF THE SOUTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 33 AND
THE TERMINUS OF HEREIN DESCRIBED CENTERLINE, SAID POINT BEING SOUTH 89' 53' 59" WEST, A DISTANCE OF
46.18 FEET FROM THE SOUTHWEST 1 /16TH CORNER OF SAID SECTION 33, SAID POINT BEING A 1 /2" IRON ROD.
BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS).
TYPE
STATUTORY QUITCLAIM DEED.
STATUTORY BARGAIN SALE AND
DEED.
BARGAIN SALE AND DEED.
BARGAIN SALE AND DEED.
SHEET INDEX:
1 LEGEND, SURVEYOR'S NARRATIVE,
BASIS OF BEARING, SURVEY
REFERENCES, DEED REFERENCES,
OREGON CORNER RESTORATION
RECORDS, BEARING TREE BOOKS
2-3 SURVEY PLAN SHEET
4 MONUMENT TABLES
REGISTERED
PROFESSIONAL
[LAND SURVEYOR
OREGON
JANUARY 10, 2006
ROBERT R. JACKSON
47721
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DATE:
12/31 /2020
DESIGN:
R R J
DRAWN:
TA S
CHECKED:
PMG
SCALE: 1 "=300'
PROJECT NUMBER:
D ESX0000-0116
DRAPING FILE:
SV-RS-02-DESX0116
SHEET NO.
OF 4
CS 20432
RENEWS: !o /34rlZaZ!
era
0
N
Rl
SEE DETAIL
A=15"58'03"
R=200.00'
L=55.74'
LC=N 66014'19" W
55.56'
514
EXISTING SISEMORE ROAD TRAVELED WAY, (GRAVEL & PAVED ROAD)
PROPERTY
LINE TABLE
LINE ID
BEARING
LENGTH
RECORD
DATA (R2 AND R3)
L1
N
38'30'42"
W
57.33'
S 38'34'18"
E
57.17'
L2
N
10'12'15"
W
113.95'
S 10013'04"
E
113.87'
L3
N
44043'11"
W
263.07'
S 44#42'15"
E
262.83'
L4
S 83'04'05"
W
62.94'
N 83*13'58"
E
63.09'
L5
N
71'21'47"
W
99.57'
S 71'23'43"
E
99.43'
L6
N
56'45'39"
W
217.10'
S 56'45'27"
E
217.16'
L7
N
55*15'55"
W
211.59'
S 55'08'58"
E
211.62'
L8
N
65'06'21"
W
204.99'
S 65*10'44"
E
205.10'
L9
N
66'43'05"
E
95.62'
N 66'45'01"
E
95.74'
L10
S
76049'47"
E
87.54'
S 76'40'02"
E
87.46'
L11
N
61'24'58"
E
123.52'
N 61'21'06"
E
123.59'
L12
S 85'07'40"
E
64.38'
S 85009'23"
E
64.32'
L13
N
84'23'57"
E
32.59'
N 84'15'42"
E
32.75'
L14
N
07'17'41 "
E
61.10'
N 07013'37"
E
60.28'
ss•
PROPERTY CORNER
FALLS IN JUNIPER TREE
1030
S 55'15'55" E
1POINT
ss.
�SSS•,
FD WITNESS 1.00'
FROM ACTUAL PROPERTY
CORNER ONLINE
DETAIL
N.T.S.
FD WITNESS POINT 5.00'
FROM ACTUAL PROPERTY
S 85'07'40" E (L12) CORNER ONLINE
1027_ N 84•23'57' E (013)
S 85'07'40" E 5.00'
PROPERTY CORNER
] DE IL Q
FALLS IN ROCK FACE N.T.S.
,
32 33 1018
S 89.53'05" E SEC. 33, T. 16 S., R.
• • 5 4. 2639.94' SEC. 4, T. 17 S., R.
(N 88'55'43" W
• 2639.94'. R1)
TUMALO RESERVOIR
EDGE OF TRAVELED WAY
DEED DOC. NO. 88-20572
0 25 50 100
11 E. WM_
11 E. WM.
I DEED DOC. NO. 88-20572
QESCtfiUTES COUNTY SURVEYOR
FILM)
NO. 2014- 03436
A=67'25'35"
R=80.00'
L=94.14'
LC=N 40'30'33" W
R8 81'
pC: 246+98.25
1
1024 �
_ L10 /
06'47'46" W 6.67' 1025
_rvr. I)dF+91.58
CANAL
Z 500 POT. 245+65.07
(245+65.0 O•FRMAEO RESERN� OROAD
.MRMINUS BEGINN
1 AND TRUE POT CEN-MRUNE DESCRIP�ON
I S►SEMol ROAD
I I ION SHEET 1
30.00' 30,_ 0�
I
1029
7l
SEE DETAIL "C"
1 o2s _ L12
_ L13
1-1 --� 1028
102 I
POT MONUMENT DETAIL (NOT TO SCALE);
MONUMENTS 500 AND 501 ARE SET
PERPENDICULAR TO THE BEGINNING OF
SISEMORE ROAD.
00 `90• I
0 00.0 pOT: 245+65.07
\ m
r
90 v m
DEED
30.p v v
o
r� I
DOC. NO 93-42168
1 245+00'
I
I l i DEED DOC. NO. 88- 20572
D
li
N 06058'09" W 175.05' O I O
(N 06'54'00 W 175.1 , R6) I 1
(243+90.1, R6)
244+00 pT:243+90.01
ca a04
v. i i 504 82'56'
505 (Dh=32' C.R.`�\=160.3'I z \ o OR
=259.2' 0-1%N I t6 to
N�'p ER R6 w M M
mw it\ 0 \ A=82054'56" o
N \ \ R=179.05' '�
o3
\ \ LC=N 48'25 37 W to
ICL
10
rn
N 237.09' o N o
'M M01)
O
to
M
to 1 \ + Z
M 3 \ �\ d M
\ \ N
00
PI 242+91.2(R6 w'to
_
HELD EAST -WEST AND ° , ry - - - SEC. 331
HELD SEC. LINE Z (S 89 55 25 E! \ N� 21 72 0 00
INTERSECTION 1 315.87, R4) --- --_-__-_-.�_---- - - - - -
_ - -
. :-N 89053'05" W 315.95 �� - � - - CN � 1000
1010 1011 T 1004 S 89'53'0_5" E 179.50' N 1/4 CORNER REGISTERED
508 TS 89'55 25'� E -
ON
RP FOR POINT 1010_..,/ �`�� � 509 ` � �" PROFESSIONAL
PP CEC _ � 179.52 , R1 SEC. 4 _ _ LAND SURVEYOR
S 60'34'27" E 59.06' 31286 +M
A=4'59'57" N O co RP FOR POINT 1000
R=210.00' O �p O N 63'09'32" E 51.82' /-
O •p ^ (S 63'10 57 W 51.8 , R2) co
L-18.32 1012 r�
LC=N 12'36'39" E O �- �04'59'57" JAN�UARY G0, 2006
18.32' tt�,�l,,/ v� 1015 R=270.00' N ROBERT R. JACKSON
`7 L=23.56' a 47721
1013 (10i LC=N 12'36'39" E
1014 23.55' RENEWS: &/J;O ZOZ1
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DATE:
12/31 /2020
DESIGN:
R R J
DRAWN:
TAS
CHECKED:
PMG
SCALE:1 "= 50'
PROJECT NUMBER:
DESX0000-0016
DRAWING FILE:
SV-RS-02-DESX0116
SHEET
N0.
2
of 4
(:S 2o43a
ENDING STA: 260+63.16
TERMINUS POINT OF
CENTERLINE DESCRIPTION
V*d N 89*5359" E 531
o N N 20'57'21" W
39.619(40.00' MORE
OR LESS)(R8)
60 r
P� Z
DEED DOC. NO. 88-20572
52s A=11'54'27"
R=350.00'
L=72.74'
LC=N 26'54'35" W
72.61'
TOTAL ARC DATA:
A=26'07'55"
R=350.00'
L=159.63'
LC=N 34*01'19" W
158.25'
A=14*13'28"
R=350.00'
L=86.89'
LC=N 39*58"33" W
86.67'
c� 525 Xv
X\cb.
A=08'53'18"
R=500.00'
\ L = 77.57Z
A
\LC=N 42.38 38 W\<77.49'Q
\ L4 - 1 oos
�X
h
SEE DETAIL "A" Q�
S 89'53'59" W
1321.14'
(1321.28', R4)
(1320.979, R2)
1033
. CS
1/16
PROPERTY
LINE TABLE
LINE ID
BEARING
LENGTH
RECORD
DATA (R2 AND R3)
L1
N
38'30'42"
W
57.33'
S 38'34'18"
E
57.17'
L2
N
10*12'15"
W
113.95'
S 10*13'04"
E
113.87'
L3
N
44*43'11 "
W
263.07'
S 44*42'15"
E
262.83'
L4
S
83'04'05"
W
62.94'
N 83*13'58"
E
63.09'
L5
N
71'21'47"
W
99.57'
S 71'23'43"
E
99.43'
L6
N
56'45'39"
W
217.10'
S 56'45'27"
E
217.16'
L7
N
55'15'55"
W
211.59'
S 55'08'58"
E
211.62'
L8
N
65'06'21 "
W
204.99'
S 65*10'44"
E
205.10'
L9
N
66'43'05"
E
95.62'
N 66'45'01"
E
95.74'
L10
S
76'49'47"
E
87.54'
S 76'40'02"
E
87.46'
L11
N
61'24'58"
E
123.52'
N 61'21'06"
E
123.59'
L12
S 85'07'40"
E
64.38'
S 85'09'23"
E
64.32'
L13
N
84'23'57"
E
32.59'
N 84*15'42"
E
32.75'
L14
N
07'17'41 "
E
61.10'
N 07'13'37"
E
60.28'
EXISTING SISEMORE ROAD TRAVELED WAY
(GRAVEL & PAVED ROAD)
A=20'03919"
R=300.00'
L=105.01'
LC=N 48*13938" W
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DEED DOC. NO. 2014-03436
DESCMUTES COUNTY SURVEYOR
FILED���° � BY: Dvhk�ll
REGISTERED
PROFESSIONAL
LAND SURVEYOR
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DATE:
12/31 /2020
DESIGN:
R R J
DRAWLY:
TAS
CHECKED:
PMG
SCALE:1 "= 50'
PROJECT NUMBER:
D ESX0000-0116
DRAWING FILE:
SV-RS-02-DESX0116
l � � SHEET N0.
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32 33 1018 0 25 50 100 Gj
N 89'53'05" W ` SEC. 33 N 89'53'05" W
.9T (CALCULATED) 1319.9T(CALCULATED 1000
(1320.21 , R2) (1320.21 , R2) O R E G 0, N
JANUARY 10, 2006
5 , 4 (1319.94, R2) SEC. 4 N 1/4 CORNER
' (1319.94', R4) ROBERT R. JACKSON
4772, OF 4
RENEWS:lodo ZoZ/
CS 20432
era
c"
0
N
FOUND MONUMENT TABLE
POINT
NO.
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
REFERENCE
FALLING
1000
414998.41
3265747.60
FD 5/8" IR W/ NO CAP, IN ASPHALT, DN 0.5'
239+75.24
0.00' RT.
CS 19,023
HELD
FD 2"IP W/ 3-1 /4" BC STAMPED "U.S. DEPARTMENT OF
1001
414975.01
3265701.36
THE INTERIOR, BUR. OF LAND MANAGEMENT, UNLAWFUL
TO DISTURB, CADASTRAL SURVEY, RM1, 1 /4 S4, 52.0 FT
240+21.44
23.48' LT.
BLM RM TO
1 /4 COR
-NA-
TO COR, 2012, T17S, R11 E", UP0.3'
1004
414998.67
3265598.56
FD 5/8"IR W/YPC CAP IS UNREADABLE, DN 0.3'
241+24.28
0.00' LT.
CS 16,260
HELD
1007
415447.33
3265357.41
FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING", UP 0.9'
246+85.77
19.65' L
CS 19,023
HELD
IN ROCK
1008
415773.18
3264816.00
FD 5/8"IR W/YPC STAMPED "TYE ENGINEERING"
253+51.22
14.55' L
CS 19,023
HELD
1009
415805.00
3264721.66
FD 5/8"IR W/YPC STAMPED "TYE ENGINEERING"
254+32.40
64.71' L
CS 19,023
HELD
1010
414998.93
3265431.65
FD 1-3/4" IR W/ NO CAP, DN 0.6' (SEE NARRATIVE)
242+62.53
59.93' LT.
RD 01529
HELD
1011
414998.82
3265537.63
FD 5/8" IR W/YPC STAMPED "D.E.A. INC.", DN 0.3'
241 +83.81
7.44' LT.
CS 16,260
HELD
1012
414932.92
3265525.89
FD 5/8" IR W/YPC STAMPED "D.E.A. INC.", DN 0.3'
241+78.64
74.09' LT.
CS 16,260
HELD
N 26°08'22"E
1013
414915.14
3265521.93
FD 5/8" IR W/YPC STAMPED "D.E.A. INC.", FLUSH
241 +78.19
92.29' LT.
CS 16,260
0.13' TO R/W
PT
1014
414899.39
3265579.77
FD 5/8" IR W/YPC CAP IS ILLEGIBLE, BENT, LEANS
241 +39.36
99.52' LT.
CS 16,260
N 69°26'49" W
0.03' TO R/W
NORTH, TIED SPIN HOLE
PT
N 49°39'32" W
1015
414922.39
3265584.91
FD 5/8" IR W/YPC, CAP IS ILLEGIBLE, FLUSH
241 +36.36
76.38' LT.
CS 16,260
0.04' TO R/W
PC
1018
415003.71
3263107.66
FD 1" AXLE, FLUSH
0+00.00
0.00'
CS 1,668
HELD
1019
416141.16
3264418.32
247 FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING",
258+91.32
48.33' L
CS 19,203
HELD FOR LINE,
FLUSH
CS 19203
1020
416096.47
3264453.89
FD 5/8"IR W/YPC STAMPED "TYE ENGINEERING" W/
258+38.59
55.63' L
CS 19,023
HELD
2"x2" WHITE STAKE
1021
415984.33
3264474.07
FD 5/8"IR W/YPC STAMPED "TYE ENGINEERING" W/
257+47.45
124.02' L
CS 19,023
HELD
2 x2 WHITE STAKE
1022
415798.40
3264659.18
FD 5/8"IR W/YPC STAMPED "TYE ENGINEERING" W/
254+65.86
117.89' L
CS 19,023
N 00°00'00" E
2 x2 WHITE STAKE
1.00 , HELD
1023
416322.69
3264416.68
FD 1/2"IR W/ NO CAP, UP 0.3
260+46.72
43.15' R
CS 1,668
HELD
IR W/YPC STAMPED "TYE ENGINEERING", FLUSH
FD 5/8" IR
1024
415485.12
3265445.25
W/ 2 x2 WHITE STAKE
247+05.94
72.75' R
CS 19,023
HELD
IR W/YPC STAMPED "TYE ENGINEERING", UP 0.3'
FD 5/8" IR
1025
415465.18
3265530.49
W/ 2 x2 WHITE STAKE
246+83.02
154.32' R
CS 19,023
HELD
IR W/YPC STAMPED "TYE ENGINEERING", UP 0.2'
FD 5/8" IR
1026
415524.28
3265638.95
W/ 2is x2 WHITE STAKE
247+05.25
270.36' R
CS 19,023
HELD
FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING", UP 0.6'
N 85009'25" W
1027
415519.23
3265698.12
W/ 2%2" WHITE STAKE
247+01.90
327.60' R
CS 19,023
5.00', HELD
IR W/YP STAMPED "TYE ENGINEERING", UP 0.6'
FD 5/8" IR
1028
415521.99
3265735.54
TAKE
W/ 2 x2 WHITE S
247+01.29
364.97' R
CS 19,023
HELD
1029
415581.91
3265743.21
FD 5/8" IR W/YPC STAMPED "TYE ENGINEERING", UP 0.6'
247+11.28
385.53' R
CS 19023
HELD FOR LINE,
W/ 2 x2��
WHITE STAKE
,
CS 19,023
1030
415653.61
3264998.40
FD 5/8" IR W/ NO CAP, UP 0.5'
251+35.56
14.92' L
CS 19,023
55°1 W
1 HELD.00', HELD
1031
415533.62
3265171.47
FD 5/8"IR W/YPC, "TYE ENGINEERING"
249+34.28
35.87' L
CS 19,023
HELD
1033
416325.00
3265737.82
FD 1 /2" IR W/ NO CAP, FLUSH
-
-
CS 1,668
HELD
SET MONUMENT TABLE
POINT
NO.
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
500
415333.35
3265420.99
245+65.07
30.00' R
501
415326.25
3265361.42
UP 0.65'
245+65.07
30.00' L
504
415159.68
3265442.22
243+90.01
30.00' R
505
415152.40
3265382.67
243+90.01
30.00' L
506
415028.71
3265589.87
241 +30.90
30.00' R
508
414976.50
3265533.65
241 +79.56
30.00' L
509
414968.70
3265593.20
241 +27.45
30.00' L
510
415465.59
3265405.23
IN 6'X4' BOULDER
246+98.25
30.00' R
511
415458.49
3265345.66
IN ROCK LEDGE, UP 0.2'
246+98.25
30.00' L
512
415558.43
3265325.92
UP 0.5'
247+92.39
30.00' R
513
415500.69
3265309.60
UP 0.2'
247+92.39
30.00' L
514
415597.87
3265186.33
UP 0.2'
249+37.44
30.00' R
515
415540.13
3265170.02
UP 0.2'
249+37.44
30.00' L
516
415616.90
3265143.11
249+93.18
30.00' R
517
415565.87
3265111.54
249+93.18
30.00' L
518
415776.15
3264885.71
252+95.86
30.00' R
519
415725.13
3264854.14
252+95.86
30.00' L
520
415838.79
3264815.59
UP 0.1'
254+00.87
30.00' R
521
415801.68
3264768.44
254+00.87
30.00' L
522
415949.23
3264728.68
255+41.40
30.00' R
523
415912.12
3264681.53
255+41.40
30.00' L
524
416009.64
3264673.04
256+18.97
30.00' R
525
415965.70
3264632.19
256+18.97
30.00' L
526
416176.42
3264493.64
258+63.91
30.00' R
527
416132.48
3264452.79
258+63.91
30.00' L
528
416296.34
3264412.69
260+23.55
30.00' R
529
416274.88
3264356.66
260+23.55
30.00' L
530
416322.66
3264402.61
260+51.73
30.00' R
531
416322.55
3264338.40
CALC 260+74.57
-
ELNUTES COUNTY SURVEYOR
D //2(o Zo2/ BY:.Ovnktl
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 10, 2006
ROBERT R. JACKSON
47721
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DATE:
12/31 /2020
DESIGN:
R R J
DRAWN:
TA S
CHECKED:
PMG
SCALE: - N A
PROJECT NUMBER:
D ESX0000-0116
DRAPING FILE:
SV-RS-02-DESX0116
SHEET N0.
4
of 4