HomeMy WebLinkAboutSurvey 21624SCALE: 1 "= 500 FEET
500 0 100 250 500
ORIGINAL PAGE SIZE: 18" X 24"
MONUMENT TABLE -
AI A 0 0 A TI\/C
PURPOSE:
THE PURPOSE OF THIS SURVEY WAS TO SURVEY THE EXISTING MONUMENTS THAT WERE WITHIN THE LIMITS OF
THE GRINDING AND REPAVING OF POWELL BUTTE HIGHWAY AND NELSON ROAD AND REPLACING PURSUANT TO
ORS 209.150(1). THIS SURVEY IS NOT INTENDED TO BE A CENTERLINE OR RIGHT-OF-WAY RETRACEMENT.
RESEARCH:
WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN THE LIMITS OF THIS PROJECT TO DETERMINE WHERE
RECORD MONUMENTS FELL. A PRE -CONSTRUCTION FIELD SEARCH WAS CONDUCTED TO TIE THE EXISTING
MONUMENTS. WE FOUND SEVEN (7) MONUMENTS IN THE EXISTING ASPHALT. MONUMENTS THAT WERE WITHIN THE
GRINDING DEPTH WERE DRIVEN DOWN BELOW DEPTH. FOUND SECTION AND QUARTER CORNERS AND THEIR
RELATED ACCESSORIES WERE NOT IMPACTED BY THE PAVING PROJECT. SEE THE REFERENCED OREGON CORNER
RESTORATION RECORDS (OCRR) FOR FURTHER INFORMATION.
REFERENCING PROCEDURES:
PRIMARY PROJECT CONTROL POINT (2) WAS ESTABLISHED ON SITE USING COMBINED ORGN RTK AND STATIC
OBSERVATIONS. FOR STATIC PROCESSING, BASELINES WERE PROCESSED FROM ORGN BASE BNDM AND FROM
CONTROL POINT GRANTHAM (1) LOCATED AT THE DESCHUTES COUNTY SURVEYOR'S OFFICE. SECONDARY
CONTROL AND MONUMENT OBSERVATIONS WERE TIED USING COMBINED ORGN RTK AND STATIC OBSERVATIONS
WITH BASELINES PROCESSED FROM PRIMARY CONTROL POINT (2). OBSERVATIONS ON MONUMENTS USING
ROBOTIC TOTAL STATION WERE ALSO USED FROM SECONDARY CONTROL. A LEAST SQUARES CONTROL NETWORK
ADJUSTMENT WAS PERFORMED TO FINALIZE THE COORDINATES OF THE PROJECT CONTROL AND MONUMENT TIES.
NOT ALL SECONDARY CONTROL POINTS ARE SHOWN ON THIS SURVEY AS THEY WERE TEMPORARY IN NATURE.
REMONUMENTATION PROCEDURES:
AFTER THE COMPLETION OF THE GRINDING AND REPAVING, MAG NAILS WITH WASHERS WERE SET FLUSH AT THE
SURFACE OF THE NEW ASPHALT AT THE POSITION OF THE FOUND MONUMENTS, USING TRADITIONAL GNSS RTK
METHOD WITH AN ONSITE GNSS BASE SET ON PRIMARY CONTROL POINT 2.
DISCLAIMER:
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF FOUND MONUMENTS RELATIVE TO ANY RECORD
PROPERTY LINE, SECTION LINE, ROAD RIGHT-OF-WAY OR CENTERLINE, OTHER THAN THE LOCATION AT WHICH IT
WAS FOUND AND TIED BY DESCHUTES COUNTY IN JANUARY AND FEBRUARY OF 2025. LOT LINES SHOWN ARE
DERIVED FROM COUNTY GIS AND SHOULD BE CONSIDERED APPROXIMATE.
FIELD NOTES RECORDED IN DCRD FIELD BOOK 244, PAGES 40-47.
POINT #
NORTHING
:...................... :......................
EASTING ?
:...........................................................................................
FOUND MONUMENT DESCRIPTION
REFERENCE
:.........................................
REMARKS
:...........................................................................
..................
115
E 396388.16
:...................... :......................
3318350.81E
:...........................................................................................
FND FINISH NAIL UP 5.1' EAST FACE POWER POLE
RDCC 289 -()R2
:.........................................
.
`: PP CEC 114768
:...........................................................................
..................
116
396469.04
3318354.98
FND FINISH NAIL UP 4.7' EAST FACE POWER POLE
RDCC 289 -()R2
.
PP CEC 129518
120
396438.92
3317025.22
FND 5/8" IR W/YPC ILLEGIBLE
CS14716 -()R7
DROVE DOWN BELOW GRINDING
214
E 396440.60
3318352.22
FND 5/8" IR
CS03154 -()R1
3 DROVE DOWN BELOW GRINDING
..................
225
:...................... :......................
393974.58
:...........................................................................................
3320997.91 ?
FND 2" ALUMINUM CAP, MARKED AS SHOWN
:............ .............................
ROAD FBK 232, PG 14
i
:......................................... .................................. .
DROVE DOWN BELOW GRINDING
. .................
318
........... ...........
E 396440.19
...................... ...............
3318024.70E
................................................................. 6..........
FND 5/8" IR
............ .............................
CS03154 -()R1
i
....... ................................................................ .... .
E DROVE DOWN BELOW GRINDING
. .................
321
......................
E 401066.36E
:......................
...................... ...........................................................................................
3321001.09E
:......................................
FND 5/8" IR BENT SE'LY TIED POE
.....................................................................................
CS03114 -()R4
6.............................. .
E BENT AT 90 DEGREES, BELOW GRINDING
. .................
322
......................
E 400405.74
3321001.21E
............................. .................... ....:.........................................
FND 5/8" IR BENT NW'LY TIED POE
CS03114 -()R4
........................................................................... .
E BENT AT 90 DEGREES, BELOW GRINDING
323
E 399678.11E
3321001.35E
FND 5/8" IR BENT N'LY TIED POE
CS03121 -()R3
b BENT AT 90 DEGREES, BELOW GRINDING
.................
367
.......................
E 401725.95E
...................... ...........................................................................................
3321000.97E
FND 2-1/2" BRASS CAP
.........................................
CS03121 -()R3
........................................ .................................... .
E MARKED AS SHOWN
994
`: 396437.57E
3315732.14E
FND 3-1/4" ALUMINUM CAP IN MONUMENT WELL
OCRR 2060
MARKED AS SHOWN
1021
E 399085.38E
:......................
3321001.46 ?
FND 3-1/4" ALUMINUM CAP IN MONUMENT WELL
E OCRR 2075 -()R10
E MARKED AS SHOWN
:............
..................
1036
......................
E 396443.97E
:..........
...........................................................................................
3321000.82E
:.......................................................................................
FND 3-1/4" ALUMINUM CAP IN MONUMENT WELL
.........................................
E OCRR 2092 -()R11
........................................ 6...................... .
MARKED AS SHOWN
:...........................................................................
..................
1037
......................
E 393797.39E
............
3321000.25E
....:.........................................
FND 3-1/4" ALUMINUM CAP IN MONUMENT WELL
E OCRR 2093 -()R12
.
E MARKED AS SHOWN
994
994
�� E S C
T17S OG,L
1 / 4 �►
o �
S24 S19
Gk90744PLS
R12E R13E
2023
R S OF
7r 700
T/! 171,319
S89'56'25"W 1293.08'
(S89'58'45"W 1293.09')R7
" '
11 8610 11 9J
71 m4 71 no 71 1102 n 1107 n 1105 TL 1107
N 171,�19 )Y 17IN 171,319 IN 171.31.9 /-Y 0,319 N 171,319 /V 171,319 7Y 171JIS
327.43')R1 NELSON ROAD
120 999.48' 327.52' 214 _ _ _
S89'55'38"W 1327.01' S89'55'38"W 2648.60'
(S89'58'45"W 1326.91')R7 (S89'55'38"W 2648.60')R11
(S89 58 45 W 1293.06 )R8 11 1401 11 1,�11 11 1,�10 n >,�1? (S89'58'45"W 2648.04'}R1
R 1400 lY 171,�19 JY 171.319 n 1JOJ 7X1171.319 /Z 1J01 \ 171,319 (S89'58'01 "W 2648.51')R6
lA/ mJ19 7M177J19 7Y 171J>9 �/ 171,319 I TI/ 171jig
/ (N08'E 28.56')R2
N05'32'35"E 28.57'-,\
/ 14 cam._.. - N84'51'53"W 192.62'
NELSON ROAD
S01'32'24"W 52.46'-�
\ (S02V 52.35')R2
115
1"=60'
CONTROL POINT TABLE -
POINT #
NORTHING E
EASTING E
DESCRIPTION
1
371664.74E
3305791.06E
FND 3-1/2" BRASS DISK IN CONC "GRANTHAM 1951-2017'
..................:......................:......................:.......................................................................................................
2
396410.75E
3321081.13E
SET 5/8" X 18" REBAR W/OPC "DCSO CTRL"
..................:......................
13
.......................
396426.00E
..................................................................................................
3318432.37E
.....
SET 5/8" X 18" REBAR W/OPC "DCSO CTRL"
14
E 396457.85 ;
3318160.38E
SET 5/8" X 18" REBAR W/OPC "DCSO CTRL"
BASIS OF BEARINGS
214 1
S794Q'26 T 81, 47'~ L 13 I
BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL OREGON COORDINATE SYSTEM
(COGS). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS:
LINEAR UNIT: INTERNATIONAL FOOT (ift)
ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991)
PROJECTION: TRANSVERSE MERCA I OR
LATITUDE OF GRID ORIGIN: 43°00'00" N
LONGITUDE OF CENTRAL MERIDIAN: 121a17'00" 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 GNSS REAL-TIME KINEMATIC (RTK) OBSERVATIONS USING CORRECTORS
BROADCAST FROM THE ODOT OREGON REAL-TIME GLASS 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.
367
1
11 1Gb c
7d! 17131800 C
-- 11
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7# 17731800 d o ; 9 N N N
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323 =
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I
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71.4 r- W
7y 17131800 ,N c I y
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4.1: ul
21
_BUTLER_T_
MARKET ROAD
R 102 I
7y 171319
71 121
7a% 171,�19
11 1100
7y 171i19
rn
n 1108 P )
7m 171j19 _
0
N
1036
2
II N
N
N W
W
z Q o
GRANTHAM I g
71 1800
71/ 17111.9
I \
I � 1
225
ROAD PI
BEARS S89'59'16"W
2.37' FROM SECTION
3 W LINE
�g o
o z
I
1037
1" =100'
0037
367
T17S R13E
1 /4
S18 S17
1978
LS 1046
LEGEND
FOUND MONUMENT AS NOTED IN MONUMENT
TABLE, SEE REFERENCED OCRR FOR FURTHER
INFORMATION
FOUND MONUMENT AS NOTED IN MONUMENT
TABLE, UNDER ASPHALT, SET MAG NAIL WITH
1-1/2" STEEL WASHER MARKED "DCSO" FLUSH
WITH SURFACE OF NEW PAVEMENT AT POSITION
OF FOUND MONUMENT
Q
SET CONTROL POINT AS NOTED IN CONTROL
TABLE
IR
IRON ROD
YPC
YELLOW PLASTIC CAP
OPC
ORANGE PLASTIC CAP
W/
WITH
FND
FOUND
DCOR
DESCHUTES COUNTY OFFICIAL RECORDS
DCSO
DESCHUTES COUNTY SURVEYOR'S OFFICE
POE
POINT OF ENTRY
REFERENCES
()R1 RECORD INFORMATION PER SURVEY CS03154, BY GEORGE
COOK, PLS 540, DATED 08/11/1970, DCSO.
()R2 RECORD INFORMATION PER RDCC 289, SECTION CORNER
DESCRIPTION CARD NUMBER 289, DESCHUTES COUNTY ROAD
DEPARTMENT (UNOFFICIAL RECORD), DESCHUTES COUNTY
ROAD DEPARTMENT ENGINEERING VAULT, CIRCA 1980.
()R3 RECORD INFORMATION PER SURVEY CS03121, BY MICHAEL TYE,
PLS 1046, DATED 05/09/1980, DCSO. (ALSO SEE CS03123 WHICH
WAS CORRECTED BY CSO3121)
()R4 RECORD INFORMATION PER MINOR LAND PARTITION MP-80-58
(CS03114), BY ROBERT KARL, PLS 1642, FILED 2119/1981, DCSO.
()R5 RECORD INFORMATION PER PARTITION PLAT NUMBER 1991-67
(CS05040), BY MICHAEL TYE, PLS 1046, FILED 10/28/1991, DCSO.
()R6 RECORD INFORMATION PER SURVEY CS14679, BY JOHN
THOMPSON, PLS 49220, FILED 10/2612001, DCSO.
()R7 RECORD INFORMATION PER SURVEY CS14716, BY RUSSELL KARL
JR., PLS 2257, FILED 11/27/2001, DCSO.
()R8 RECORD INFORMATION PER PARTITION PLAT NUMBER 2008-56
(CS17890), BY TIM CHAPMAN, PLS 2477, FILED 12/2312008, DCSO.
()R9 RECORD INFORMATION PER SURVEY CS21027, BY JOHN
HAGLUND, PLS 55022, FILED 02106/2023, DCSO.
()R10 RECORD INFORMATION PER OREGON CORNER RESTORATION
RECORD INDEX NUMBER 2075 (OCRR 2075), BY JACOB D.
POWELL, PLS 90744, DATED 09-05-2024, DCSO.
()Rl l RECORD INFORMATION PER OREGON CORNER RESTORATION
RECORD INDEX NUMBER 2092 (OCRR 2092), BY JACOB D.
POWELL, PLS 90744, DATED 09/04/2025, DCSO.
()R12 RECORD INFORMATION PER OREGON CORNER RESTORATION
RECORD INDEX NUMBER 2093 (OCRR 2093), BY JACOB D.
POWELL, PLS 90744, DATED 09/04/2025, DCSO.
1021
ot E S 0OG
y T17S R13E 2
co S18 S17
S19 S20
-A 90744PLS v
`�C. 2024 ��
yO R S pF
1036
<c-)
E S0oT17S R13E ti
1 /4 19 ¢ 20 -4
G LS 2033 v
ORS
225
PVe�
o P I
60+17.0 0
N o
W
`' 1997 c07
�yJ ripo
S3Q �
PI NOTE: ROAD FIELD NOTES 232, PG 14, STATES THAT
AN AXLE PER CS05040 WAS FOUND AT THE PI, AND
THE IRON ROD WITH ALUMINUM CAP WAS SET ABOVE
FOUND AXLE.
1037
/0s07 aOAS-
REGISTERED
PROFESSIONAL
LAND SURVEYOR
l� • I�
01
D SCI U'ES COUNTY SURVEYOl� JACOB HD B�POWELL
t 90744PLS
FILLED �0 08 Zozs " Bye Co `I 1l S RENEWS: 12/31/2026
DESCHUTES COUNTY SURVEYOR'S OFFICE POST -CONSTRUCTION RECORD OF SURVEY SHEET
REPAVING POWELL BUTTE HWY AND NELSON RD 1
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE (541) 388-6581 S19 AND THE SE 1/4 S18 T17S, R13E, W.M. OF
PROJECT#: W66151 I DATE: 06-16-2025 DRAWN BY: JDP I CHECKED BY: JKD, KRS DESCHUTES COUNTY, OREGON 1
FILE NAME: J: CAD Projects Surve n W66151 Paving of Powell Butte Hw dw W66151 ROS.dw