HomeMy WebLinkAboutOCRR 2076SKETCH
(ASPHALT SURFACE)
W CASCADE AVE (HWY 20/126)
40
SCALE 1 " = 40'
SEE D.C.S.O. FIELD BOOK 2024, PAGES 11-12
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: KEVIN SAMUEL, PLS
JERROD DAVIS
MATHEW McCONNELL
SNO CAP
DRIVE IN
)308
THE COORDINATES AND STANDARD DEVIATIONS
SHOWN ARE THE RESULTING VALUES FOR THE
v� E S co T15S R10E REMONUMENTED SECTION CORNER PER A
LOCAL LEAST SQUARES ADJUSTED PROJECT
ci (� CONTROL NETWORK DERIVED FROM
� T15S R10E INTEGRATED REAL TIME KINEMATICS (RTK) AND
W TOTAL STATION TIES.
o S5 S4 4
S8 S9
-1PLS 77040 SW
`FY 2024 F F�
ORS O
MONUMENT DETAIL
CORNER DESIGNATION
(ASPHALT SURFACE)
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
W CASCADE AVE (HWY 201126)-
08-20-1870 ORIGINAL (GLO) SUBDIVISION OF T15S, R10E, WILLAMETTE MERIDIAN, J. H. MCCLUNG, DEPUTY
SURVEYOR, UNDER CONTRACT NO. 138, SET STONE 15 X 10 X 6 FOR CORNER TO SECTIONS 4, 5, 8, AND 9,
(NO BEARING TREES FOR THIS CORNER IN GLO NOTES).
YELLOW STRIPING (TYP)
SEP. 1910 (CS08143) MCCAFFERY'S FIRST ADDITION BY FRED A RICE, SHOWS SECTION CORNER, BEING INITIAL
POINT_
L
MAY 1911 (CS06 522) DAVIDSON ADDITION BY R.L. BREWSTER, SHOWS SECTION CORNER, BEING INITIAL POINT,
GOVERNMENT ROCK PLANTED AT NW COR SECTION 9.
CONCRETE CURB (TYP)
i^
11-08-1919 (CS17450) BOUNDARY SURVEY BY AUBREY E_ PERRY, PE 142, SHOWS TIE TO SECTION CORNER, NO
c� 3W
MONUMENT DESCRIPTION.
U)
L
` HIGH DESERT
OCT. 1924 RD01815) OREGON STATE HIGHWAY DEPARTMENT MCKENZIE HIGHWAY CONSTRUCTED LINE SISTERS
TO REDMOND MAP, SHOWS SECTION CORNER FOUND, NO MONUMENT DESCRIPTION.
w
CHOCOLATES
OCT. 1924 RD01850) OREGON STATE HIGHWAY DEPARTMENT MCKENZIE HIGHWAY CONSTRUCTED LINE SISTERS
TO REDMOND MAP, DRAWING NO. 1 B17-0, SHOWS SECTION CORNER FOUND, NO MONUMENT
Z
J
a
DESCRIPTION.
= 3
03-23-1940 PERRY - FIELD BOOK 5, PG 42, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS RECORDS,
G1
SURVEY BY AUBREY E PERRY, PE 14Z SHOWS TIE TO CORNER, STEEL PIN IN PAVEMENT.
04-02-1940 PERRY - FIELD BOOK 5, PG 44, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS RECORDS,
SURVEY BY AUBREY E. PERRY, PE 14Z SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
06-20-1944 PERRY - FIELD BOOK 5, PG 130, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS RECORDS,
SURVEY FOR SISTERS RODEO ASSN. BY AUBREY E_ PERRY, PE 14Z SHOWS TIE TO CORNER, NO
MONUMENT DESCRIPTION.
MEASURED TIES TO
06-09-1946 PERRY - FIELD BOOK 5, PGS 156 AND 158, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS
» ADJACENT PLSS FOUND 3"
SET 3-1/4-
RECORDS, SURVEY FOR BLAINE GAMON BY AUBREY E_ PERRY, PE 14Z SHOWS TIE TO CORNER, NO
MONUMENT DESCRIPTION.
ALUMINUM CAP IN CORNERS ARE FROM BRASS CAP IN
MONUMENT WELL SINGLE GNSS TIES MONUMENT BOX,
�27-1946 PERRY -BOX 4, FOLDER 271-2, PGS 1 AND 4, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS
ONLY USING THE ORGN. MARKED PER
RECORDS, SURVEY BY AUBREY E. PERRY, PE 14Z MAPS SHOW TIES TO CORNER, NO MONUMENT
PER THIS OCRR OCRR 2077
DESCRIPTION.
S5 S4 1 /4 COR.
11-09-1947 PERRY - BOX 4, FOLDER 282, PG 41, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS
RECORDS, SURVEY BY AUBREY E. PERRY, PE 14Z SHOW TIES TO CORNER, NO MONUMENT
S89'42'38"E 2640.33' (MEAS)
DESCRIPTION.
S8 S9 S89'40'56"E 2640.15' (CS18344 ODOT)
NO DATE PERRY - BOX 4, FOLDER 282, PG 4, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS
S89'41'00"E 2640.19' (CS21155 PARAMETRIX)
RECORDS, SURVEY FOR CHARLES GATES BY AUBREY E. PERRY, PE 14Z SHOW TIES TO CORNER, UNDER
PAVEMENT.
06-30-1954 PERRY - FIELD BOOK 7, PG 110, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS RECORDS,
SURVEY BY AUBREY E. PERRY, PE 14Z SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
06-30-1954 PERRY- FIELD BOOK 7, PG 111, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS RECORDS
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO RESET THE CORNER THAT WAS DESTROYED BY ODOT
SURVEY FOR MEL CRAWFORD BY AUBREY E. PERRY, PE 14Z SHOWS TIE TO CORNER, STEEL PIN UNDER
ROAD CONSTRUCTION IN 2014 FROM THE REFERENCES SET BY ODOT FOR THE SECTION CORNER IN 2022, PER ATTACHED OCRR_
PAVEMENT.
NO DATE
MANSFIELD'S CORNER BOOK BY E_G. MANSFIELD, PLS 10, LOCATED AT THE DESCHUTES COUNTY
DESCRIPTION OF CORNER EVIDENCE FOUND:
SURVEYOR'S OFFICE, DIAGRAM FOR T15S R10E SECTION 5, SHOWS SECTION CORNER, FROM WHICH:
- SW COR. BUILDING N500E 70.69
305. FOUND 33" DIAMETER PONDEROSA PINE WITH A LARGE GROWTH AT BASE ON SE -NE SIDES, BEARS NEW02W W 115.12 TO THE
-16D NAIL IN BASE 18" P.PINE N680W 113.75
SOUTHWEST SIDE CENTER (RECORD NGM 116.76 24" DIAMETER P. PINE PER OCRR 280, N680W 113.7518' DIAMETER P_ PINE
- NW CORNER BUILDING S430E 61.7T
MANSFIELD CORNER TIES).
NO DATE
(CS00528) SURVEY BY AUBREY E. PERRY, PE 142, SHOWS TIE TO CORNER, IRON PIN UNDER PAVEMENT.
308. FOUND SW CORNER OF BUILDING BEARS N39021 WE 70.05' (RECORD N500E 70.69 MANSFIELD CORNER TIES).
NO DATE
(CS08148) SURVEY BY AUBREY E. PERRY, PE 142, SHOWS CORNER, UNDER PAVEMENT, NO
MONUMENT DETAIL
309. FOUND NW CORNER OF BUILDING BEARS S45053WE 61.39 (RECORD S430E 61.77' MANSFIELD CORNER TIES).
NO DATE
(CS09733) SURVEY BY AUBREY E. PERRY, PE 142, SHOWS SECTION CORNER, NO MONUMENT DETAIL
NO DATE
(CS09738) MAP OF SISTERS, UNKNOWN SURVEYOR, SHOWS SECTION CORNER, NO MONUMENT DETAIL
FOUND 1-1W DIAMETER BRASS MARKER IN TOP OF CONCRETE CURB AS DESCRIBED BELOW:
NO DATE
(CS07377) SURVEY AUBREY E. PERRY, PE 142, SHOW SECTION CORNER, NO MONUMENT DETAIL
1. RM1 - N7202T00"W 91.84' (ODOT N72-25'5T'W 91.84') - STAMPED "ODOT ONE"
OCT_ 1960
((BY
IVIONSOUM�NT DESCRIPTION. SION SEC_ 8) BY AUBREY E_ PERRY, PE 142, SHOWS SECTION CORNER, NO
2. RM2 - N75035'00"E 84.15' (ODOT N75'36WE 84.15) - STAMPED "ODOT TWO"
MAY 1964
(CS00522) SURVEY BY GAIL M. THOMAS, PLS 462, SHOWS SECTION CORNER, NO MONUMENT DETAIL
HELD
10-26-1966
PERRY - BOX 2, FOLDER 122, PG 13, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS
3. RM3 - S18026'30"E 74.28' (ODOT S18025'16"E 74.28) -STAMPED "ODOT THREE"
RECORDS, HARTFORD ADDITION TO SISTERS - OREGON BY AUBREY E. PERRY, PE 142, SHOWS TIE TO
CORNER, NO MONUMENT DESCRIPTION_
4. RM4 - S7302T30"W 77.55' (ODOT S73028'31"W 77.56) -STAMPED "ODOT FOUR"
JULY 1968
CS00516) SURVEY IN THE N.W. 1/4 OF SECTION 9 BY RICHARD W. BURTON, PLS 84Z FD NAIL, FD, OR SET
NAIL IN P-P. 36.25' (SE'LY).
06-05-1972
(CSOB151) SURVEY BY JAMES E. BUSSARD, PLS 599, FOUND RAILROAD SPIKE.
06-06-1972
(CS08139) SURVEY BY CHAS R. TOPPING, ENGINEER, FOUND R.R. SPIKE_
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
06.06-1972
(CS08140) SURVEY BY CHAS R. TOPPING, ENGINEER, FOUND R.R. SPIKE_
AT REPORTED DISTANCES FROM THE ODOT BRASS MARKERS, SET A 3-1/4" ALUMINUM CAP MARKED AS SHOWN ABOVE, ON 50
08-25-1972
(CS00492) SURVEY BY JAMES E. BUSSARD, PLS 599, FOUND RAILROAD SPIKE, FROM WHICH:
DIAMETER X 24" LONG IRON ROD IN A STANDARD CAST IRON MONUMENT WELL
- N74OW 116.24! 14" P.P.
NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY GNSS AND TOTAL STATION.
- N490E 56.72 6" IRON POST
- S460E 36.26 8" POWER POLE
08-30-1972
(CS00488 SURVEY OF SECTIONS 3 & 4 BY JAMES E. BUSSARD, PLS 599, FOUND NAIL OVER IRON ROD, SET
RAILROAD SPIKE, FROM WHICH:
- TELE. POLE N19030'E 91.44'
BASIS OF BEARINGS
- 16" P.P. N71°W 116.21'
- POWER POLE (COUNTY RECORDS) S460E 36.29
BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL
08-1974
(CSO4897) SECTIONAL BREAKDOWN SURVEY BY E.G. MANSFIELD, PLS 10, SETA BRASS CAP.
OREGON COORDINATE SYSTEM (COGS). THE BASIS OF BEARINGS FOR THIS SURVEY IS
08-28-1975
(CS08150) SURVEY FOR ORIE N. FRIDLEY, BY CHAS R. TOPPING, ENGINEER, SHOWS TIE TO CORNER,
DEFINED AS FOLLOWS:
FOUND RR SPIKE.
LINEAR UNIT. INTERNATIONAL FOOT (ift)
05-02-1977
(CS00498) SURVEY OF SE 114, SECTION 5 BY JAMES E_ BUSSARD, PLS 599, FND. R.R. SPIKE 0.3 BEL
ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991)
PAVEMENT AND 3 R.P.S., NAIL IN TEL POLE N19030'E 91.44% NAIL IN POW. POLE S460E 36.25', NAIL IN
16" P.P_ N710W 116.21'.
PROJECTION: TRANSVERSE MERCATOR
06-10-1977
CS06564) SURVEY OF LOTS 4,5 & 6, BLOCK 7, DAVIDSON ADDITION, BY MICHAEL TYE, PLS 1046,
LATITUDE OF GRID ORIGIN: 43000'OQr' N
�OUND 20 BRASS CAP IN PAVEMENT (APPEARS IN DIFFERENT POSITION AS R.R. SPIKE FD BY
LONGITUDE OF CENTRAL MERIDIAN: 121*17'00" W
BUSSARD.
NORTHING AT GRID ORIGIN: 0.000 ift
07-29-1977
(CS00517) SURVEY BY GEORGE COOK, PLS 540, SHOWS SECTION CORNER, NO MONUMENT DETAIL
EASTING AT CENTRAL MERIDIAN: 3,300,000.000 ift
09-15-1978
(CS08145) SURVEY BY DAVID L BASCUE, PLS 783, SHOWS SECTION CORNER, NO MONUMENT DETAIL
SCALE FACTOR ON CENTRAL MERIDIAN: 1.00016 (EXACT)
04-17-1979
(CS00504) SURVEY BY E.G. MANSFIELD, PLS 10, FND. RR SPIKE -
ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES
11-03-1980
(CS00505) SURVEY BY ELBERT DRIVER, PLS 559, FD. BRASS CAP.
BASED UPON THE PRECEDING PROJECT DEFINITION. THE BASIS OF BEARINGS IS
06-25-1981
(CS08144) SURVEY BE ELBERT DRIVER, PLS 559, BRASS CAP.
GEODETIC NORTH. NOTE THAT THE GRID BEARINGS SHOWN HEREON (OR IMPLIED BY
12-15-1981
(CS00493) SURVEY BY RICHARD CLARK, PLS 1632, FD. PK NAIL
GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN
02-01-1983
CS00499) MAJOR PARTITION 82-2 BY GARY W. HICKMAN, PLS 1678, FND_ R.R_ SPIKE 0.2 BELOW
CONVERGENCE
PAVED SURFACE -
(CS09689) SURVEY BY GARY W. HICKMAN, PLS 1678, FND. R.R. SPIKE 0.2' BELOW PAVED SURFACE_
PROJECT CONTROL WAS ESTABLISHED WITH GNSS REAL TIME KINEMATIC (RTK)
PROJECT
09-08-1983
(CS06558) SURVEY BY FREDERICKA AST, JR., PLS 1938, FD. PL NAIL SET OVER SEC_ COR.
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_
12-04-1984
(CS00526) SURVEY BY FREDERICK Al AST, JR., PLS 1938, SHOWS TIE TO CORNER, FD. P.K. NAIL OVER
RR SPIKE (RR SPIKE SET BY PLS 599), DROVE 60D SPIKE W/ 1-12" DIA ALUM. WASHERS INTO THE
SIDE CENTER BASE, AND WITHIN V OF THE SURFACE OF THE GROUND, OF THE FOLLOWING
SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON
REFERENCE POINTS:
THE DESCHUTES 13 TRANSFORMATION.
- POWER POLE #110000-2, N150E, 91.92.
- POWER POLE #110000-1, S46-3/40E, 36.25'.
- POWER POLE # 090000-15, S70W, 154.37_
- 24" P. PINE, N670W,116.16.
COCS POINT #. 999
COCS MARK NAME: 15100400
1a
NORTHING: 470,906.38 ift t0.04
EASTING: 3,229,163.91 ift t0.03
ORTHO HT: 3,190.29 ift t0.04
TRANSFORMATION: DESCHUTES 13
TYPE OF REPORT
CONDITION ONLY:
RENEWED: X
SURVEYED IN:
REFERENCED OUT:
INDEX FILE NO: 2076
ALPHA/NUMERIC
CORNER NUMBER: 15100400
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS (CONTINUED)
09 1985 USFS CORNER RECORD (SEARCH), INDEX FILE NO.0955, CONTRACT NO. 4-1 BY FRED AST, PLS, FOUND PK NAIL IN
A.C. OVER RR SPIKE, REMOVED RR SPIKE, SET #5 X 30 STEEL ROD WITH 3" ALUM. CAP IN CONCRETE, SET CAST
IRON MONUMENT BOXAROUND MONUMENT, TO 60D NAIL AND WASHER AT THE FOLLOWING REFERENCES:
- POWER POLE #110000-2, N15-E, 91.92.
- POWER POLE #110000-1, S46-3/40E, 36.25.
- POWER POLE # 090000-15, S70W, 154.3T.
- 24" P. PINE, N670W, 116.19.
09-09-1985 (OCRR 0280) CERTIFIED RECORD OF LAND CORNER MONUMENTATION BY FREDERICKA AST, PLS 1938,
REPLACED R.R. SPIKE WITH 3" ALUMINUM CAP ON 5/8' X 30" IRON ROD AND CAST IRON MONUMENT BOX IN
CONCRETE FROM WHICH, SET 60D SPIKES, WITH 1-12" DIA ALUM. WASHERS INTO THE SIDE CENTER BASE OF
THE FOLLOWING REFERENCE POINTS:
- 24" P. PINE N670W 116.15'
- POWER POLE # 11000D-2 N150E 91.92'
- POWER POLE # 110000-1 S46 3140E 36.25'
- POWER POLE 090000-15 S7°W,154.3T
08-21-1986 (CS00494) SURVEY BY DAVID K_ BATEMAN, PLS 1068, FOUND 212" ALUMINUM CAP IN MONUMENT BOX
07-22-1988 (CS00509) MINOR PARTITION 87-24 BY FREDERICKA AST, JR., PLS 1938, FD B.C.
10-02-1988 (CS00508) RECORD OF SURVEY BY FREDERICKA AST, JR., PLS 1938, FD, BRASS CAP IN MONUMENT BOX
07-15-1989 (CS00497) RECORD OF SURVEY BY FREDERICKA AST, JR., PLS 1938, FD. 3" ALUMINUM CAP IN MONUMENT BOX
11-20-1989 (CS00485) PARTITION PLAT 1990-6 BY FREDERICKA AST, JR., PLS 1938, FOUND 3" ALUMINUM CAP IN MONUMENT
BOX
04-27-1994 (RD003484), SOUTH PINE STREET, SISTERS, DESCHUTES COUNTY FIELD BOOK #209, PAGES 15-16, SHOWS CORNER,
FND.3" DIA AL CAP 0.3' DWN. IN MON. BOX LS1938, 1985 (CS508).
APR 1995 (CS12294) SURVEY DESCHUTES PUBLIC WORKS BY PETER A MANLEY, PLS 2214, FND. 3" DIA AL CAP DOWN 0.3' IN
MONUMENT BOX PER LS 1938 (CS508).
04-08-1998 (CS13239) PLAT OF SURVEY NEW SISTERS VILLAGE BY FREDERICKA AST, JR., PLS 1938, FOUND BRASS CAP IN
MONUMENT BOX
10-26-1998 (CS13437) SURVEY BY FREDERICKA AST, JR., PLS 1938, FOUND 3" ALUM. CAP IN MON. BOX
04-29-1999 (CS13623) SURVEY BY FREDERICKA AST, JR., PLS 1938, FOUND 3" ALUMINUM CAP IN MONUMENT BOX
08-26-1999 (CS13754) PLAT OF SURVEY BY FREDERICK A AST, JR., PLS 1938, FOUND BRASS CAP IN MONUMENT BOX
10-15-2000 CS14229)) RIGHT OF WAY OF A PORTION OF NORTH PINE STREET, BY MICHAEL J. BERRY, PLS 2390, FND. SW COR.,
1.15, R.1Q S.4: 3" DIA ALUM. CAP IN BOX, 0.3' DWN. PER OCRR 280.
11-10-2001 (CS14721) PROPERTY LINE ADJUSTMENT BY RUSS DODGE, PLS 2128, FOUND SECTION COR., 2" BRASS CAP IN
MON CASE.
01-03-2002 (CS14775) PLAT OF SURVEY BY FREDERICKA AST, JR., PLS 1938, FOUND BRASS CAP IN MONUMENT BOX
06-11-2004 CS15913) PARTITION PLAT 2004-51 BY FREDERICK A AST, JR., PLS 1938 FOUND 3" ALUMINUM CAP IN MONUMENT
BOX
FEB 2005 (CS16290) MAP OF SURVEY OREGON DEPARTMENT OF TRANSPORTATION BY PAT MARQUIS, PLS 2382, FOUND 518"
IRON ROD WITH 3" ALUMINUM CAP STAMPED T15S R10E 5,4,8,9 PLS 19381985, IN MONUMENT BOX PER OCRR 0280.
JUNE 2005 (CS17037) RECORD OF SURVEY BY MICHAEL A HOFFMANN, PLS 57847, FD. 3" ALUM. CAP IN MON. BOX PER OCRR
NO. 280.
03-19-2007 (CS17250) MAP OF SURVEY OREGON DEPARTMENT OF TRANSPORTATION BY JULES R. WETZEL, PLS 1958, FOUND
SOUTHEAST CORNER SECTION 5, NO MONUMENT DETAIL
05-05-2008 (CS17711) PARTITION PLAT 2008-19 BY FREDERICK A AST, JR., PLS 1938, FOUND 3" ALUMINUM CAP IN MONUMENT
BOX PER OCRR 0280.
07-10-2008 (CS17769) PARTITION PLAT 200E-30 BY TODD R. CATTERSON, PLS 53270, FOUND 518" IRON ROD WITH 3" ALUMINUM
CAP IN MONUMENT BOX MARKED AS PER C.R.LC.M. FORM NO. 280 BY FREDERICKA AST, JR., LS 1938, FILED
SEPTEMBER 9, 1985.
05-19-2009 (CS17979) LOT LINE ADJUSTMENT BY FREDERICKA AST, JR_, PLS 1938, FD. 3" ALUMINUM CAP IN MONUMENT BOX
DEC. 2011 (CS18344) CONTROL, RECOVERY AND RETRACEMENT SURVEY, OREGON DEPARTMENT OF TRANSPORTATION, BY
TIMOTHY HUTCHINSON, PLS 72563, FOUND CORRODED 3" ALUMINUM CAP IN MONUMENT BOX PER OCRR 280.
JAN 4, 2018 (BL MARKELL G. HAMM, CADASTRAL SURVEYOR, UNDER SPECIAL INSTRUCTIONS APPROVED NOVEMBER 30, 2017
UNDER GROUP NO.2903, FOUND MAGNETICALLY DETECTABLE HOT SPOT &
- SW CORNER SNO CAP ICE CREAM BUILDING BEARS N39004'44"E 69.94'
- NW CORNER BUILDING BEARS S 45054'32'E 61.10'
- UTILITY POLE, 31/2 FT TALL, BEARS N 151/4 0E 91.2'
- PINE, 35" DIAM, BEARS N 690W 116.9 (W/MAGNETICALLY DETECTABLE HOT SPOT ON BURL ON RIGHT SIDE)
- SPIKE AND 1 12 IN DIAM WASHER IN RIGHT SIDE CENTER OF UTILITY POLE CEC102236 BEARS S 70W 154.2'
07-11-2019 (CS20063) PARTITION PLAT NO.2019-19 BY JONATHAN B. DREW, PLS 89396, SHOWS SE CORNER SECTION 5
CALCULATED BY REFERENCE TO ACCESSORIES, NO MONUMENT DESCRIPTION.
04-10-2020 (CS20190) LOT LINE ADJUSTMENT BY FREDERICK A AST, JR., PLS 1938, SHOWS RECORD TIES TO SECTION CORNER,
NO MONUMENT DESCRIPTION.
08-18-2020 (CS20281) LOT LINE ADJUSTMENT BY FREDERICK A AST, JR., PLS 1938, SHOWS RECORD TIES TO SECTION CORNER,
NO MONUMENT DESCRIPTION.
07-13-2022 (CS20859) BOUNDARY SURVEY BY TODD R. CATTERSON, PLS 53270, FOUND 3" BRASS CAP PER OCRR 280, BELOW
ASPHALT, CALCULATED FROM REFERENCES.
11-16-2022 OREGON CORNER RESTORATION RECORD BY ROBERT A CHURCHILL, PLS 77636, SHOWS PRECONSTRUCTION
POSITION OF CORNER, NO MONUMENT SET, WITH FOUND AND SET 4 REFERENCES (FILED WITH THIS OCRR):
- FOUND 35" PONDEROSA, BEARS N67-K 116.19.
- SET 141/4" DIAMETER BRASS PLUGS IN CURB, STAMPED "ODOT #
- RM1 - N720255P W, 91.84'.
- RM2 - N750367E, 84.15.
- RM3 - S1802516"E, 74.28'.
- RM4 - S73-28'31'W, 77.55.
08-03-2023 (CS21155) CONTROL, RECOVERY AND RETRACEMENT SURVEY FOR OREGON
DEPARTMENT OF TRANSPORTATION BY CHRIS ROBINSON, PLS 96451, SHOWS
TIES AND COORDINATES OF A CALCULATED SECTION CORNER, NO MONUMENT
DESCRIPTION.
REGISTERED
PROFESSIONAL
04-08-2024 (CS21357) HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT SURVEY,
LAND SURVEYOR
OR 24Z OREGON DEPARTMENT OF TRANSPORTATION BY ROBERT A
CHURCHILL, PLS 77636, FIELD 07-31-2024, SHOWS CALCULATED TIE TO
CORNER WITH STATION AND OFFSET, NO MONUMENT DESCRIPTION.
OREGON
DECEMBER 28, 2009
KEVIN R. SAMUEL
77040PLS
RENEWS: 6/30/2026
DESCHUTES COUNTY SURVEYORS OFFICE
OREGON CORNER RESTORATION RECORD
SOUTHWEST CORNER SECTION 04
SHEET
1
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581
T15S, R10E, W.M.
OF
PROJECT : CT84
DATE:12-04-2024
1DRAWN BY: JKD
ICHECKED BY: KRS, JDP
CITY OF SISTERS, DESCHUTES COUNTY, OREGON
FILE NAME: J:\CAD\Projects\Surveying\OCRR-CORNER CARDS 15100400 CT84 Hwy 20 & Pine St DWG CT84 15100400.dw