HomeMy WebLinkAboutSurvey 21368I
ARNOLD MARKET ROAD
1393 2 1416
•
qzl0+00 - -
30.00'--AIr
-f- � 1i-
2+00
30.00'
13+00
o:
WARRANTY DEED 1
202,E 11079 "' I
N
N04
�O
3 •r
O N
SCALE: 1 "= 200 FEET v 1
..00
200 0 40 "100 200 7904� -I-
ORIGINAL PAGE SIZE: 18 X24" cl
•Q
O
W
WARRANTY DEED 2021-20790
PARCEL 1, MJP--78-29
m
W
4-� �
O'
1905-
•
PUBLIC ROAD PER (R1) I I
•
STATUTORY BARGAIN ANO SALE 7906
DEED 2020-5094 1906
PARCEL 2, Y P-78-29
1907-,\ I
/-I .
1
LLJ
cC
o: o:
�\ NtM
U U
19
\g
GENERAL LOCATION OF JOHN \� I
FERGUSON ROAD (SEE
NARRATIVE)
29+19.41
10.96 CHAINS
(723.36't)
NORTH OF 1/4 CORNER R9
SEE NARRATIVE
STATUTORY WARRANTY DEED 2024-15940
30.00'
14+00
15+00
16+00
17+00
DETAIL FOUND
MONUMENT 1393
S
1p
\l 2 - 1 %
00kERNMENT LOT 1, S.30 I78SIX W
�18+00 PARCIL1, STATUTORY WARRANTY DEED 2022-2797
19+00
20+00 rn
CV 0LO0
21+00 N w
3N
22+00 g r4
Z5 g
Ul
-2901
23+00
5
24+00
25+00
26+00
27+00
PARCEL 2 OF STATUTORY WARRANTY
DEED 2022-2797
28+00
i
��--- EXISTING PAVEMENT
SEE DETAIL SHEET 2
1 29+00
I �
. 30+00
7
1, 2922
31+00
I
t 32+00
30.00'
N
�- 33+00
to 8
d
as lm-t- 34+00
3 �
o
�r
c 35+00
N I
2911--\ 36+00
.1�
PARCEL 5 OF STATUTORY WARRANTY DEED
2022-2797
PARCEL 4 OF STATUTORY WARRANTY 000
2022-2797
—
"*--1920
37+00
1902
I
"SUNDANCE EAST PHASE
LOT 11, BLOCK 1
38+00
SEE SHEET 2
MONUMENT TABLE -
POINT #
NORTHING
EASTING
STA.
OFFSET
MONUMENT DESCRIPTION
REFERENCE
REMARKS
1416 ':
362100.15
`: 3315796.37
9+85.07
234.06L
`: FND .1-1/2" ALUMINUM CAP
CO GRID
': COCS 416 "CB32"
.........................................................................................................................................................................I..................
1393 ;
362086.77
3315562.21
10+00.00
O.00R
; FND 2-1/2" BRASS CAP IN OPEN MON WELL
•, UNKNOWN ORIGIN
.........................................
STAMPED AS SHOWN, SEE DETAIL
7904
361425.90
': 3315528.02
16+61.09 `:
29.79R
FND 5/8" IR LEANING IN MOUND OF STONE
R1
' TIED SPINHOLE AND STRAIGHTENED
1905
361066.27
3315525.72
20+20.72
29.70R
FND DISTURBED 5/8" IR LYING HORIZONTAL
R1
TIED BASE OF IR 0.6' DOWN
7906
361006.10
3315525.89
20+80.89 ;
29.13R
; FND 1 /2" IR
; UNKNOWN ORIGIN
................................
1906 ;
361006.01
.....................
3315525.36
: .................. ................
20+80.98 1
29.65R
........................................................................................................................................I....................,.,...,.
FND 5/8" IR
R1
2901
360765.19
3315553.41
23+21.61
O.00R
`; FND 5/8" IR WITH DAMAGED YPC
R3
1907
360765.31
; 3315523.70
23+21.69
29.71R
FND 5/8" IR
R1
...............
............... .. .......
.........................................
2922
360004.64
3315548.35
: ..................................
30+82.18 ;
O.00R
................ ............... ............................................
FND 5/8" IR WITH DAMAGED YPC
.............. .
R2
1920
359444.05
3315574.82
36+42.58 ;
30.20L
FND 5/8" IR
R6
DOWN 1'
2911
359444.42
; 3315514.62
36+42.61 ;
30.00R
FND 5/8" IR W/YPC "DEA. INC"
R7
1902
359444.06
3315544.62
36+42.77
O.00R
FND 5/8" IR
R3
ALIGNMENT NOTE: BEARING OF ALIGNMENT WAS EXTENDED SLIGHTLY NORTHERLY OF THE NE CORNER OF SECTION 25 (POINT 1393) AT STATION
10+00 FOR THE PURPOSE OF LABELING STATIONS AND OFFSETS OF POINTS NORTH OF SAID SECTION CORNER ONLY. THIS EXTENSION DOES NOT
CORRELATE WITH THE BEARING OF THE SECTION LINE NORTH OF SAID SECTION CORNER.
PREPARED FOR
DESCHUTES COUNTY ROAD DEPARTMENT
61150 S.E. 27TH STREET
BEND, OR 97702
BASIS OF BEARINGS
BEARINGS, DISTANCES AND COORDINATES ARE GRID
VALUES BASED ON THE CENTRAL OREGON
COORDINATE SYSTEM (COCS). THE BASIS OF BEARINGS
FOR THIS SURVEY IS DEFINED AS FOLLOWS:
LINEAR UNIT:
INTERNATIONAL FOOT (ift)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
_ PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
43000'00" N
LONGITUDE OF CENTRAL MERIDIAN:
121 °17'00" W
NORTHING AT GRID ORIGIN:
0.000 ift
EASTING AT CENTRAL MERIDIAN:
3,300,000.000 ift
SCALE FACTOR ON CENTRAL MERIDIAN:
1.00016 (EXACT)
ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES BASED UPON THE
PRECEDING PROJECT DEFINITION. THE BASIS OF BEARINGS IS GEODETIC NORTH. NOTE THAT THE
GRID BEARINGS SHOWN HEREON (OR IMPLIED BY GRID COORDINATES) DO NOT EQUAL GEODETIC
BEARINGS DUE TO MERIDIAN CONVERGENCE.
PROJECT CONTROL WAS ESTABLISHED WITH GPS REAL TIME KINEMATIC (RTK) OBSERVATIONS
USING CORRECTORS BROADCAST FROM THE ODOT OREGON REALTIME GPS NETWORK (ORGN) AND
THE DESCHUTES COUNTY SURVEYOR'S OFFICE DESCHUTES 13 TRANSFORMATION FOR THE
CENTRAL OREGON COORDINATE SYSTEM. SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE
FOR FURTHER INFORMATION ON THE DESCHUTES 13 TRANSFORMATION.
SURVEYOR'S NARRATIVE
PURPOSE
THE PURPOSE OF THIS SURVEY WAS TO TIE EXISTING MONUMENTATION AND TO RETRACE THE
RIGHT-OF-WAY ALONG HORSE BUTTE ROAD.
ROAD HISTORY
JOHN FERGUSON ROAD HISTORY
JOHN FERGUSON ROAD WAS ESTABLISHED AS A 40 FOOT WIDE COUNTY ROAD ON NOVEMBER 11,
1908 PER CROOK COUNTY COMMISSIONER'S JOURNAL VOLUME 4, PAGE 268. THE CENTERLINE OF
SAID 40' WIDE ROAD APPEARS TO HAVE INTERSECTED THE EAST LINE OF SECTION 25 T18S, R12E,
FROM THE WEST AT 10.96 CHAINS (723.361 FEET) NORTH OF THE EAST ONE -QUARTER CORNER OF
SAID SECTION. THE 1908 SURVEYOR'S REPORT DOES NOT CALL SPECIFICALLY TO THE SECTION LINE
HOWEVER, THE NEXT CALL OF THE CENTERLINE IS SOUTH 10.96 CHAINS (723.36t FEET) TO THE EAST
SAID EAST ONE -QUARTER OF SECTION 25, THEN SOUTH 40.07 CHAINS (2644.62t FEET) TO THE
NORTHEAST CORNER OF SECTION 36, AND BEING SAID TERMINUS OF SAID ROAD. THIS PORTION OF
JOHN FERGUSON ROAD ALONG THE SAID SECTION LINE STILL EXISTS WITHIN THE CURRENT
RIGHT-OF-WAY OF A PORTION OF HORSE BUTTE ROAD.
HORSE BUTTE ROAD HISTORY
HORSE BUTTE ROAD IS CURRENTLY A 60 FOOT WIDE RIGHT OF WAY (30 FEET EACH SIDE OF
CENTERLINE) WHICH BEGINS AT THE NORTHEAST CORNER OF SAID SECTION 25 BEING AT THE
INTERSECTION WITH ARNOLD MARKET ROAD, AND RUNNING SOUTHERLY ALONG THE RANGE LINE
COMMON TO RANGES 12 AND 13 EAST TO IT'S TERMINUS AT THE BOUNDARY OF THE DESCHUTES
NATIONAL FOREST AND ALSO BEING THE SAME TERMINUS POINT OF SAID JOHN FERGUSON ROAD.
ON JULY 31, 1972 BROOKS RESOURCES CORPORATION BY BARGAIN AND SALE DEED VOLUME 186,
PAGE 955, CONVEYED TO DESCHUTES COUNTY THE EASTERLY 30 FEET OF SECTION 25, TOWNSHIP
18 SOUTH, RANGE 12 EAST W.M. AND THE WESTERLY 30 FEET OF THE NORTHWEST ONE -QUARTER
OF SECTION 30, TOWNSHIP 18 SOUTH, RANGE 13 EAST W.M. SAID DEED APPEARS TO BE CONVEYING
FEE TITLE AS IT DOES NOT MENTION FOR ROAD PURPOSES. NO ACCEPTANCE OF DEDICATION BY
DESCHUTES COUNTY.
ON JULY 28, 1972 SUNDANCE EAST PHASE I RECORDED AND ON OCTOBER 6, 1972 SUNDANCE EAST
PHASE II RECORDED. BOTH PLATS DEDICATED A 30 FOOT RIGHT-OF-WAY ALONG THE WESTERLY 30
FEET OF THEIR RESPECTIVE PLAT. BOTH PLATS COMBINED TO DEDICATE A 30 FOOT RIGHT-OF-WAY
ALONG THE ENTIRE LENGTH OF THE SOUTHWEST ONE -QUARTER OF SECTION 30, TOWNSHIP 18
SOUTH, RANGE 13 EAST W.M.
ON SEPTEMBER 11, 1978 MAJOR PARTITION PLAT MJP-78-29 WAS RECORDED. SAID PLAT DEDICATED
TO THE PUBLIC ALL STREETS AND EASEMENTS AS SHOWN ON SAID PLAT. SAID PLAT SHOWS THE
WESTERLY RIGHT-OF-WAY LINE OF HORSE BUTTE ROAD AS 30 FEET FROM CENTERLINE (THE FULL
LENGTH OF THE EAST LINE OF THE SOUTH ONE-HALF OF THE NORTHEAST ONE -QUARTER OF THE
NORTHEAST ONE -QUARTER OF SAID SECTION 25).
ON JUNE 2, 1993 PARTITION PLAT 1993-30 AND PARTITION PLAT 1993-31 RECORDED. BOTH PLATS
DEDICATED THE EASTERLY 30.00 FEET OF THEIR RESPECTIVE PLATS; COMBINED THEY DEDICATE A
30.00 FOOT RIGHT-OF-WAY ALONG THE ENTIRE LENGTH OF THE SOUTHEAST ONE -QUARTER OF
SECTION 25, TOWNSHIP 18 SOUTH, RANGE 12 EAST W.M. THESE DEDICATIONS DO OVERLAP THE
ORIGINAL CONVEYANCE PER SAID BARGAIN AND SALE DEED VOLUME 186, PAGE 955, HOWEVER THE
DEDICATIONS OF THESE PLATS WERE ACCEPTED BY DESCHUTES COUNTY.
HORSE BUTTE ROAD CENTERLINE
THE CENTERLINE OF SAID ROAD IS COMMON WITH THE RANGE LINE BETWEEN RANGES 12 AND 13
EAST. SAID RANGE LINE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT AT THE SECTION
CORNER COMMON TO SECTIONS 24, 25, 19, AND 30, BY HOLDING THE FOUND MONUMENT AT THE
ONE -QUARTER CORNER COMMON TO SECTIONS 25 AND 30, AND BY HOLDING THE FOUND
MONUMENT COMMON TO SECTIONS 25, 36, 30, AND 31, AS SHOWN HEREON.
HORSE BUTTE ROAD RIGHT-OF-WAY
THE WESTERLY AND EASTERLY RIGHT-OF-WAY LINES WERE ESTABLISHED BY HOLDING A RECORD
DISTANCE OF 30.00 FEET EACH SIDE OF CENTERLINE.
RESEARCH
WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN, ALONG, AND ADJOINING THE HORSE
BUTTE ROAD.
PUBLISHED COORDINATES AND STATIONING
THE COORDINATES SHOWN IN THE MONUMENT AND CONTROL POINT TABLES ARE THE RESULT OF A
LEAST SQUARES NETWORK ADJUSTMENT COMBINING REDUNDANT GPS AND CONVENTIONAL
TERRESTRIAL OBSERVATIONS. STATIONING SHOWN WAS CREATED AND RELATIVE TO THIS SURVEY
ONLY. ALIGNMENT BEGINS AT THE NE CORNER OF SECTION 25 AT STATION 10+00 AND RUNS SOUTH
ALONG THE SECTION LINE TO THE SE CORNER OF SAID SECTION AT STATION 62+85.71. SEE NOTES
BENEATH MONUMENT TABLES ON SHEETS 1 AND 2, REGARDING THE NORTHERLY AND SOUTHERLY
EXTENSIONS OF ALIGNMENT FOR LABELING PURPOSES ONLY.
PROPERTY DISCLAIMER
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THE MONUMENTS RELATIVE TO ANY
PROPERTY LINE OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND AND TIED BY
DESCHUTES COUNTY IN 2022.
FIELD NOTES: DESCHUTES COUNTY ROAD FIELD BOOK 244, PAGES 1-11, 34-38
CONTROL POINT TABLE -
POINT #
:...................:...........I........:
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1
:...................
361678.92
:...................
3315577.22
,...,............:..............:....................................................................I................
14+07.74
:..............
17.73L
:.....................................................................................
SET 60D SPIKE
2
:...................
362114.40
:....................
3315647.30
.:.................
9+71.81
:................. :........
84.91L
SET 60D SPIKE
........ .....
3
362065.16
:...................
3315498.88
10+22.03
:..............
...... ...
63.18R
:.........................................................
.....................................................................
SET 60D SPIKE
I .............. I............
...................
4
361150.63
3315528.97
.:.................
19+36.34
27.01R
SET 60D SPIKE
5
360748.84 ;
3315572.92
23+37.83
19.62L
SET 60D SPIKE
6
360331.86
3315557.59
27+54.90
7.06L
SET 60D SPIKE
7
360081.97 ;
3315588.79
30+04.58
39.92L
SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT"
8
359744.96
3315543.41
33+41.88
3.22R ;
SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT"
LEGEND
.o. • FOUND MONUMENT AS NOTED IN MONUMENT TABLE
Q
SET CONTROL POINT AS NOTED IN CONTROL TABLE
IR
IRON ROD
YPC
RPC
YELLOW PLASTIC CAP
RED PLASTIC CAP
� * COUNTY SURVEYOR
W/
FND
DCOR
WITH
FOUND
DESCHUTES COUNTY OFFICIAL RECORDS
w GO
� g to Z� fly
L.
DCSO
DESCHUTES COUNTY SURVEYOR'S OFFICE
REFERENCES
()R1 RECORD INFORMATION PER MAJOR PARTITION MJP-78-29, BY MICHAEL TYE, PLS 1046, DATED
04/14/1978, FILED AS CSO4163 DCSO
()R2 RECORD INFORMATION PER CSO4358 BY JIM TYE, PLS 1104, FILED 09/13/1982 DCSO
REGISTERED
()R3 RECORD INFORMATION PER CSO4902 BY JAMES BUSSARD, PLS 599, DATED JULY 1972, DCSO
PROFESSIONAL
()R4 RECORD INFORMATION PER MAJOR PARTITION MJP-91-2, BY DAVID BATEMAN, PLS 1068, FILED
LAND SURVEYOR
01 /30/1992 AS CS08073 DCSO
()R5 RECORD INFORMATION PER "SUNDANCE EAST PHASE I" BY GEORGE COOK, PLS 540,
RECORDED 07/02/1972 DCOR, AND FILED AS CS09960 DCSO
()R6 RECORD INFORMATION PER "SUNDANCE EAST PHASE II" BY GEORGE COOK, PLS 540,
RECORDED 10/06/1972 DCOR, AND FILED AS CS09967 DCSO
()R7 RECORD INFORMATION PER PARTITION PLAT 1993-31 BY DAVID BATEMAN, PLS 1068, FILED
0 R E G 0 N
06/16/1993 AS CS11493 DCSO
MARCH 8, 2016
()R8 RECORD INFORMATION PER PARTITION PLAT 1993-30 BY DAVID BATEMAN, PLS 1068, FILED
JACOB D. POWELL
06/16/1993 AS CS11498 DCSO
()R9 RECORD INFORMATION PER THE 1908 SURVEYOR'S REPORT FOR JOHN FERGUSON ROAD, BY
90744PLS
FRED A. RICE
RENEWS: 12/31/2024
RECORD OF SURVEY -RIGHT-OF-WAY RETRACEMENT SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE �
HORSE BUTTE ROAD
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE (541) 388-6581 EAST 1 /2 SEC. 25, T18S, R12E AND THE WEST 1 /2 SEC. 30 T18S, R13E, W.M. OF
PROJECT : W66126 DATE:08-08-2024 IDRAWN BY: JDP ICHECKED BY: KRS DESCHUTES COUNTY, OREGON 2
FILE NAME: J:\CAD\Projects\Surveying\W66126 Horse Butte Rd\DWG\HORSE BUTTE ROAD ROS.dwg
03
y
N
w
c"
co
CS 2,3sa-
PARCEL 1
PAR17)70N PLAT 190--,31
SCALE: 1 "= 200 FEET
200 0 40 100 200
ORIGINAL PAGE SIZE: 18"X24"
BUTTE RANCH ROAD
PARCEL 1
PARTIAON PLAT 190--JO
DETAIL FOUND
MONUMENT 1406
MONUMENT TABLE -
SEE SHEET 1
2911--\ 36+00
1920
37+00
1902 \
I
38+00
I "SUNDANCE EAST PHASE
LOT 11, BLOCK 1
39+00
9
I
40+00 SANFF OR
30.00'
I 30.00'
co 41+00
"SUNDANCE EAST PHASE
LOT 10,, BLOClr' 1
42+00
M
1.7 rN N
.-
�-
43+00
10
I
44+00
r2918
co
•
45+00
46+00
cV 000 � C.)Z
`a' CV^
N � za
N N V
I
3 N
N 3 Nc
N "' 'n 3
47+00
ly C
CD
48+00
g
"SUNDANCE EAST PHASE
1908
I
LOT 5, BLOCK 1
49+00
2903
rt-
50+00
�"-2917
2910
Q
QUEBEC
11
M
W
51 +00
"SUNDANCE EASr PHASE
m 52+00 LOT 4, BLOCK 1
LU
N
O 53+00
/-2916
•
� I 54+00
o:
0 55+00
N I "SUNDANCE EAST PHASE
L 0 T 11 BLOCK 1
M 56+00
v
per'
O I
57+00
12 I -2915
•
58+00 SWEETGRASS DRIVE
"SUNDANCE EAST
PHASE /"
LOT 1, BLOCK 4
�-1406
USA - DESCHUTES NA1701V.4L FOREST
POINT #
NORTHING
EASTING
:..................
STA.
:..........
OFFSET MONUMENT DESCRIPTION
REFERENCE REMARKS
:..........
............. ...:....................:...........
1920
359444.05 ;
..........
3315574.82
36+42.58
....:....................
30.20L
............... .............. ........ .......... ....... -....... ......:......
FND 5/8" IR
..............
R6
.....,....................... I ........... ,........
DOWN 1'
..........I......:....................:.....................:..................:..............:..............................................................................................................:...........................................I...........,....
2911
; 359444.42 ;
:...............
3315514.62
:..................
36+42.61
:..........
30.00R
; FND 5/8" IR W/YPC "DEA. INC"
:.............................
R7
.................
1902
.....:.....................
359444.06
:....................:.....................:..................:..............:..........................................................................................:....................:................................................I..........,
3315544.62
36+42.77
....
O.00R
.................. ........ ......... .......... ................:....................:................
; FND 5/8" IR
R3
..................... ........... ... ........ .
2918
; 358606.24
3315569.18
44+80.41 ;
30.001-
FND 5/8" IR
R6
.........................I.......
1908
358153.05 ;
..................... ;
3315506.00
............. ..............
49+34.00
.............................................
30.24R
,.......................................... ....,..
FND 5/8" IR
......................................................I........................
R4
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;
2909
358122.88
,,,,,,,,,,,,,,,,,,,,, ;
3315506.04 ;
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
49+64.18
30.00R
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
FND 5/8" IR WITH DAMAGED YPC
R4
UNDER ASPHALT
2903
358122.64 ;
3315536.04 ;
49+64.22
O.00R
; FND 5/8" IR WITH ILLEGIBLE YPC
R4
........... .........
2910
.............
358092.88
..................... :
3315505.84 ;
.................. :
49+94.18
..............
30.00R
........................ ....... ......... .................. ......... .......................
FND 5/8" IR
....................
R4
................................ ................... .........
,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
2917
358057.28
:..................
3315565.61
50+29.39
:..............
30.001-
; FND 1 /2" IR
:............ :.............................. :...............
R5
2916
..:..................
; 357699.78 ;
:....................:.....................
...:..................
3315563.29
:..................
53+86.89
:..............
30.001-
...............................................
FND 1/2" IR
:............ :....................
.....:......
R5
....... ................... ....... .................... .
:............................................................
2915
357291.75
:.................... :.....................
3315560.64
:................
57+94.93
30.001-
......................... ............................................. ........
FND 5/8" IR LEANING
R5
TIED SPINHOLE AND STRAIGHTENED
.............
2914
357231.66 ;
:.....................
3315560.25
:..................:......
..:.............
58+55.02
.:........
30.00L
..................................................................................:....................:............................................................
FND 5/8" IR
:....................... :..............
R5
............. ...:....................
2913
356801.44
3315557.46 ;
62+85.25 '
........
30.00E
................... ........ ................ ................ ........
': FND 5/8" IR
......:.........................
R5
...................................
1406
356801.18
3315527.45 ':
62+85.71
O.00R
`; FND 3-1 /4" DESCHUTES COUNTY ALUMINUM CAP
OCRR 958
MARKINGS ILLEGIBLE, SEE DETAIL
2912
:.................... ...................
356801.36 ;
:....................:.....................:..................
....................
3315497.45
62+85.73
:..............
..............
30.00R
.......................................................................................... :
; FND 5/8" IR W/YPC "DAVID EVANS AND ASSOCIATES"
:............... :...................
.............. ..............
R8
.................... . ............................ ...
1013
356799.49
3315472.46
62+87.75
54.98R
........ .................................. ........ ................ .........
FND 3-1/2" DESCHUTES COUNTY ALUM CAP
CO GRID
.:...................... .................. ....... ............ .
COCS 13 "GIS 0025 1998 LS1031"
ALIGNMENT NOTE: BEARING OF ALIGNMENT WAS EXTENDED SLIGHTLY SOUTHERLY OF THE SE CORNER OF SECTION 25 (POINT 1406) AT STATION
62+85.71 FOR THE PURPOSE OF LABELING STATIONS AND OFFSETS OF POINTS SOUTH OF SAID SECTION CORNER ONLY. THIS EXTENSION DOES NOT
CORRELATE WITH THE BEARING OF THE SECTION LINE SOUTH OF SAID SECTION CORNER.
PREPARED FOR
DESCHUTES COUNTY ROAD DEPARTMENT
61150 S.E. 27TH STREET
BEND, OR 97702
EXISTING PAVEMENT
DETAIL
1 "=50'
30.00'
-►I 30.00'
i
II
27+01.5 30.01-
27+00
I
I � �
I I
I
\ I I
I I
of I I
x I
O \ I
28+00 l
I
I
24't WIDE EXISTING PAVEMENT
`"9 I
I I
I I I
I
\ I I
I I
\ I
I I
\ 29+00
\ I I I
f r
r f
r r
r r
r r
1 r
I r r
r r
f r
r r
r r
r
I i r
f r
r f
r r
f f
r
r r
30+00 r
i
r 30+09.4 30.OL
Ij
I
CONTROL POINT TABLE -
POINT #
NORTHING
EASTING
:..........
STATION
OFFSET
:..................
DESCRIPTION
..............
9
:...................
.....:....................
359132.62
:..............
3315566.36
.......:..............
39+54.06
:..............
23.76L
:.................................
............... .......... ...................... ....................
SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT"
............
10
358736.93
......:.................
3315524.23
43+50.02
15.79R
......... .................. .........................
SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT"
11
:...................
358020.60
:....................
3315559.34
:.................
50+66.11
:..............
23.96L ',
:.......
............. ....... .......... ........ ............ ........................
SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT"
12 1
:...................
357299.13
:..........
3315513.41
:.................
57+87.86
:..............
17.28R
:...............................................
.......................... ....... ......... ........... ................. ........
SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT"
................
14 ;
356969.22
..........
3315553.99 ;
61+17.50
25.44L
-............... ... ............... ..
SET 5/8" X 24" IR WITH RPC 'DCSO RANDOM POINT"
LEGEND
+ •
FOUND MONUMENT AS NOTED IN MONUMENT TABLE
SET CONTROL POINT AS NOTED IN CONTROL TABLE
IR
IRON ROD
YPC
YELLOW PLASTIC CAP
RPC
RED PLASTIC CAP
W/
WITH
FND
FOUND
DCOR
DESCHUTES COUNTY OFFICIAL RECORDS
DCSO
DESCHUTES COUNTY SURVEYOR'S OFFICE
REFERENCES
()R1 RECORD INFORMATION PER MAJOR PARTITION MJP-78-29, BY MICHAEL TYE, PLS 1046, DATED
04/14/1978, FILED AS CSO4163 DCSO
()R2 RECORD INFORMATION PER CSO4358 BY JIM TYE, PLS 1104, FILED 09/13/1982 DCSO
()R3 RECORD INFORMATION PER CSO4902 BY JAMES BUSSARD, PLS 599, DATED JULY 1972, DCSO
()R4 RECORD INFORMATION PER MAJOR PARTITION MJP-91-2, BY DAVID BATEMAN, PLS 1068, FILED
01 /30/1992 AS CS08073 DCSO
()R5 RECORD INFORMATION PER "SUNDANCE EAST PHASE I" BY GEORGE COOK, PLS 540,
RECORDED 07/02/1972 DCOR, AND FILED AS CS09960 DCSO
()R6 RECORD INFORMATION PER "SUNDANCE EAST PHASE II" BY GEORGE COOK, PLS 540,
RECORDED 10/06/1972 DCOR, AND FILED AS CS09967 DCSO
()R7 RECORD INFORMATION PER PARTITION PLAT 1993-31 BY DAVID BATEMAN, PLS 1068, FILED
06/16/1993 AS CS11493 DCSO
()R8 RECORD INFORMATION PER PARTITION PLAT 1993-30 BY DAVID BATEMAN, PLS 1068, FILED
06/16/1993 AS CS11498 DCSO
()R9 RECORD INFORMATION PER THE 1908 SURVEYOR'S REPORT FOR JOHN FERGUSON ROAD, BY
FRED A. RICE
r!-It I
r LEtj08 LU 2 co
13/aoZy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWEL
90744PLS
RENEWS: 12/31/2024
w
C"
co
DESCHUTES COUNTY SURVEYOR'S OFFICE
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE (541) 388-6581
RECORD OF SURVEY - RIGHT-OF-WAY RETRACEMENT
HORSE BUTTE ROAD
EAST 1 /2 SEC. 25, T18S, R12E AND THE WEST 1 /2 SEC. 30 T18S, R13E, W.M.
DESCHUTES COUNTY, OREGON
SHEET
2
OF
2
PROJECT : W66126
DATE:08-08-2024
IDRAWN BY: JDP
ICHECKED BY: KRS
FILE NAME: J:\CAD\Projects\Surveying\W66126 Horse Butte Rd\DWG\HORSE BUTTE ROAD ROS.dwg
CS 2 1 16 8