HomeMy WebLinkAboutOCRR 2092SEE D.C.S.O. FIELD BOOK 2024, PAGES 47-50
SEE ROAD BOOK 244, PAGES 40-47, FOR PROJECT W65151
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT:
.. A r'f r k A 7-.\ Fr -
JACOB POWELL, PLS
JERROD DAVIS
MATHEW McCONNELL
CORNER DESIGNATION
T17S R13E
W 1/4 20
MONUMENT DETAIL
FOUND
J E S C
0
T17S R13E ZA
o 1/4 19120 .c
LS 2033
V
�r0 R S OF
FOUND 3-1/4-
ALUMINUM CAP IN
MONUMENT WELL PER
OCRR 2075.
CONTROL MARK DATA
17131700, COCS 1021.
FOUND 5/8" IRON
ROD PER CS03154
CENTER 1/4
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TIE EXISTING CORNER MONUMENT AND ACCESSORIES FOR THE WEST
ONE -QUARTER (1/4) SECTION 20, T17S, R13E, W.M., AS PART OF THE POWELL BUTTE HIGHWAY AND NELSON ROAD PAVING PROJECT W66151.
ROAD IMPROVEMENTS FROM SAID PROJECT DID NOT IMPACT THE CORNER MONUMENTS OR ACCESSORIES. NEW ACCESSORIES WERE ADDED
TO BRING CORNER TO UP TO STATUTE_ SEE CORRESPONDING RECORD OF SURVEY BY THE DESCHUTES COUNTY SURVEYOR'S OFFICE FOR
PROJECT W66151 FOR FURTHER INFORMATION.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND A 3-114" DIAMETER ALUMINUM CAP ON 5/8" IRON ROD (OCRR 934) IN A STANDARD COUNTY CAST IRON MONUMENT WELL, MARKED AS
SHOWN IN FOUND DETAIL ABOVE, DOWN 0.4' BELOW PAVEMENT, FROM WHICH:
102 FOUND POWER POLE (UNMARKED) BEARS S4702630"W 37.36' TO A 16D NAIL 20' UP IN SOUTHEAST FACE OF POLE, RECORD (S540W 37.49
PP #199400 RDCC 445).
103. FOUND POWER POLE, CEC 103100, BEARS N62015'00"W 59.08' TO A 16D NAIL 4.9 UP IN SOUTHWEST FACE OF POLE, RECORD (NW 59.03'
CITY OF BEND MONUMENT CARD #366).
104. FOUND POWER POLE, CEC 103098, BEARS N4805T00'E 41.53' TO SW FACE OF POLE, NO NAILS FOUND ON POLE, RECORD (N380E 41.69
OCRR 934), (NE'LY 4211' CITY OF BEND MONUMENT CARD 366).
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE POSITION OF FOUND 3-1/4" DIAMETER ALUMINUM CAP AGREES WITH THE FOUND REFERENCES AND THE PUBLISHED 19921993 COCS
COORDINATES. FROM SAID FOUND 3-1/40 ALUMINUM CAP:
SET 1-12" ALUMINUM CAP ON A 50' X 24" IRON ROD, MARKED -DESCHUTES CO REF MON", FLUSH, AS FOLLOWS:
398. BEARS N78044'00"E 53.4T.
399. BEARS S44000'00'E 70.31'.
NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY GPS AND TOTAL STATION.
BASIS OF BEARINGS
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 MERCATOR
LATITUDE OF GRID ORIGIN:
4300OW N
LONGITUDE OF CENTRAL MERIDIAN:
12101T00" 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 REALTIME GNSS 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.
S89'55'38"W 2648.60' (MEAS)
THE COORDINATES AND STANDARD DEVIATIONS
SEC. COR.
SHOWN ARE THE RESULTING VALUES FOR THE
POINT PER A LOCAL LEAST SQUARES ADJUSTED
S18 S17
PROJECT CONTROL NETWORK DERIVED FROM
INTEGRATED REAL TIME KINEMATICS (RTK) AND
S19 S20 �
T_
TOTAL STATION TIES.
M
..0.�
r. NNUEN
Q M
0
w U)
v�v
O_
d iinM
U d
O N to
N w N N N
w ;.��ow
,O D�N�
0 .0 o i7
0 oowo
O zoW)o
0
Z Z -Z
0
0
0
Z
S 19 S20 1 /4 COR.
S89-58'01 "W 2648.51' (CS14679)
S89'58'01 "W 2648.56' (CS05040) to
S89'58'45"W 2648.04' (CS03154 & CS03152) o
(MEAS) MEASURED TIES
BETWEEN MONUMENTS
PER ROAD PROJECT
W66151
(COCS) INVERSE TIES
BETWEEN PUBLISHED
1992-1993 CONTROL
MARK DATA
COORDINATES
SKETCH
❑f
Sc
*U�
N
U N O N
Ontno�M
�
`�UUO,*ch
iU
to
coCR-tU)w
q-
N
3 N N N N
03�3
or) - N N
OOn rn
0
00030
0
0 0 o'r o
FOUND 3-1/40 ALUMINUM CAP
'n U o u7
IN MONUME T WELL, AS FOUND
o
PER OCRR
o
CONTROL MARK DATA
S 19
S20 U)
17132000, COCS 1037.
S30 ■ S29
SEC. COR.
Q
=w
(� U
Zu
w
W Z)o
�V)
:D
in
J °-
J N
W Q
v
0
a -
COCS POINT #: 1036
COCS MARK NAME: 17132040
16
NORTHING: 396.443.97 ift t0.01
EASTING: 3,321,000.82 ift t0.01
ORTHO HT: 3,462.93 ift ±0.01
TYPE OF REPORT
CONDITION ONLY:
RENEWED:
SURVEYED IN:
REFERENCED OUT: X
INDEX FILE NO: 20q Z
ALPHANUMERIC
CORNER NUMBER: 17132040
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-31-1870 GLO SUBDIVISION OF T17S, R13E, WILLAMETTE MERIDIAN, BY GEORGE W. NEWMAN, DEPUTY
SURVEYOR, UNDER CONTRACT NO. 141, SET STONE 11 X 10 X 7 FOR THE WEST 114 SECTION CORNER TO
SECTION 20_ (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER WERE NOTED IN GLO NOTES).
10-05-1904 SEGREGATION SUBDIVISIONS OF SECTIONS BOOK NO. 1, PAGE 76, C.O.I_D. IRRIGATED LAND SURVEYS,
DESCHUTES COUNTY MISCELLANEOUS RECORDS, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
11-01-1910 (RD00332) THE GEO. M. ERICKSON COUNTY ROAD, SURVEYOR'S REPORT, BY FRED A RICE, COUNTY SURVEYOR,
SET ROCK MARKED "R" FOR QUARTER SECTION CORNER BETWEEN SECTIONS 19 & 20.
NO DATE (RD02404) BEND PRINEVILLE MKT_ ROAD, FIELD BOOK #59, PAGE 6, TRANSIT NOTES, SHOWS CALL TO CORNER
BY STATION AND OFFSET, NO MONUMENT DESCRIPTION.
03-29-1951 (RD03738) NELSON ROAD, LOOSE FIELD NOTES PAGE 36, TRAVERSE NOTES BY EDWARD RISEN, SHOWS E 114
CORNER 19-17-13, NO MONUMENT DESCRIPTION.
SEPT. 1968 (CSO4994) SURVEY BY RICHARD W. BURTON, PLS 84Z SHOWS TIE TO CORNER, FD BRASS CAP IN MON BOX
09-15-1969 (CS03152) SURVEY BY RICHARD W. BURTON, PLS 842, SHOWS TIE TO CORNER, FND_ BRASS CAP, NO REF_
08-11-1970 (CS03154) SURVEY BY GEORGE J. COOK, PLS 540, SHOWS TIE TO CORNER, FOUND COUNTY ROAD DEPT.
MONUMENT_
06-29-1979 (CS03125) MINOR LAND PARTITION, MP-79-79, BY GEORGE J. COOK, PLS 540, SHOWS TIE TO CORNER, NO
MONUMENT DESCRIPTION.
05-22-1980 �RDCC 445) SECTION CORNER DESCRIPTION CARD #445, BY DESCHUTES COUNTY ROAD DEPARTMENT
UNOFFICIAL RECORD), LOCATED AT THE DESCHUTES COUNTY ROAD DEPARTMENT
ENGINEERING VAULT, CIRCA 1980, FOUND B.C. UNDER METAL COVER AND 2 REFERENCES:
- FOUND 16D 4.9 UP SW SIDE P. POLE, BEARS N630W, 37.49
- FOUND 16D NAIL 27' UP SE SIDE P. POLE # 199400, BEARS S540W, 37.49.
11-03-1983 (CS03148) MINOR PARTITION, MP483-18, BY EDGAR W. GRAVES, PLS 980, DATED 07-07-1983, SHOWS TIE TO
CORNER, FND. BRASS CAP IN MONUMENT BOX
12-15-1988 (OCRR 934) OREGON CORNER RESTORATION RECORD BY MICHAEL L TOMPKINS, PLS 2033, FOUND BRASS CAP
IN CONCRETE UPROOTED AND ON THE SIDE OF THE ROAD, WITH NO EVIDENCE OF ORIGINAL POSITION. SET
ALUM. CAP ON 5J8" IRON ROD IN PAVEMENT WITH REFERENCES:
- BTS (WITH BRASS WASHER & NAIL IN FACE - LS 2033)
- A 6" JUNIPER, BEARS S200W, 84.97'.
- A POWER POLE, BEARS N380E, 41.69.
(SEE CORRESPONDING RECORD OF SURVEY CS03243)
NO DATE CITY OF BEND MONUMENT CARD #366, SHOWS CORNER, FOUND ALUM_ CAP IN CENTERLINE -CENTERLINE
POWELL BUTTE HWY & NELSON RD. - "DESC. COUNTY LS-2033", AND 4 REFERENCES:
- N&F, NE SIDE POWER POLE, BEARS NWLY 59.03'.
- N&F, NW SIDE POWER POLE, BEARS NE'LY 4211'.
- PK CENTERLINE NELSON RD, BEARS WEST 50AT.
- PK CENTERLINE NELSON RD, BEARS EAST 297.36.
01-09-1989 (CS03243) SURVEY BY MICHAEL L. TOMPKINS, PLS 2033, SHOWS TIE TO CORNER, SET COUNTY ALUM. CAP ON
5!8" I.R_ (SURVEYOR APPEARED TO RESET CORNER USING SINGLE PROPORTION USING RECORD TIES PER
CSO4994 AND CS03152. SEE CORRESPONDING OCRR 934)
10-28-1991 (CS05040) PARTITION PLAT1991-67 BY MICHAEL W. TYE, PLS 1046, SHOW TIE TO CORNER, FOUND 3' ALUM. CAP.
1992-1993 CONTROL MARK DATA 17132040, COGRID #166, BY DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 3-1/4'
ALUMINUM CAP IN CONCRETE AT CENTERLINE -CENTERLINE POWELL BUTTE HWY-NELSON RD, ROAD LEVEL
02-26-1997 (RD03529) NELSON ROAD REALIGNMENT (W410-01)), FIELD BOOK #231, PAGE 75, TRAVERSE AND NEW
CENTERLINE NOTES, BRASS CAP 211Z IN BOX, FLUSH.
10-09-1997 (RD03544) NELSON ROAD REALIGNMENT, FIELD BOOK #232, PAGE 12, SHOWS W. 114 COR. OF SEC. 20,
NO MONUMENT DESCRIPTION.
10-26-2001 (CS14679) LOT LINE ADJUSTMENT SURVEY, LL-01-68, BY JOHN P. THOMPSON, PLS 49220, SHOWS TIE TO
CORNER, FND. 3-1/2' ALUM. CAP "LS2033" IN MON. BOX
O&D4-2003 (CS15491) PARTITION PLAT NO.2003.50, BY TIM K CHAPMAN, PLS 2477, SHOWS TIE TO CORNER, DES. CO.
SURVEYOR'S OFFICE ALUM. CAP IN MON BOX
04-10-2007 (CS17281) PARTITION PLAT NO.2007-23, BY LINDA LEE MILLER, PLS 2513, SHOWS TIE TO CORNER, OCRR #934
COCS MARK NAME: 17132040, FOUND 3-1/40 ALUMINUM CAP, IN PAVEMENT.
11-20-2023 (CS21204) PARTITION PLAT NO.2023-23 BY ROBIN MICHAEL TYE, PLS 65719, SHOWS TIE TO CORNER, HELD 3'
ALUMINUM CAP MARKED AS PER OCRR #0934.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2026
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE 1
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 WEST ONE —QUARTER (1 /4) CORNER SECTION 20
T17S, R13E, W.M. OF
PROJECT : CT127 DATE:07-31-2025 1DRAWN BY: JKD,JDP ICHECKED BY: JDP, KRS DESCHUTES COUNTY, OREGON
FILE NAME: J:\CAD\Proiects\surveVinq\OCRR—CORNER CARDS 17132040 CT127 W66151 PBH & Nelson Rd DWG CT127 17132040.dw