HomeMy WebLinkAboutOCRR 2083TYPE OF REPORT
1083.
CORNER DESIGNATION
T18S R12E
8
S 1/4
SEE D.C.S.O_ FIELD BOOK 2024, PAGES 16-18
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: KEVIN SAMUEL, PLS
JERROD DAVIS
MATHEW McCONNELL
N89-44.37"W 2590.48' (CSO4057)
7 8 N89'49'42"W 2590.35' (MEAS) 1/4 COR.
18 17
FOUND 3" BRASS CAP
SEE CS08895 AND
COCS CONTROL MARK
DATA SHEET 18120800
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO RE-ESTABLISH AND REFERENCE THE
ONE -QUARTER CORNER COMMON TO SECTION 8 AND SECTION 17, T18S, R12 E, W.M_ PREVIOUSLY MONUMENTED
WITH AN AXLE. THE AXLE WAS DESTROYED BY SIDEWALK CONSTRUCTION DURING THE DEVELOPMENT OF
THUNDER RIDGE. JASON SIMES TIED THIS CORNER WHILE RESOLVING THE BOUNDARY FOR THUNDER RIDGE. I
HELD THE NEW CENTERLINE MONUMENTS BY SIMES AND THE DUPLEX NAIL IN POWER POLE #175920 PER RDCC
570 AS THE BEST REMAINING EVIDENCE FOR THE POSITION OF THE AXLE AND REMONUMENTED AND SET
ACCESSORIES AS DESCRIBED BELOW.
DESCRIPTION OF CORNER EVIDENCE FOUND:
AXLE DESTROYED BY CONSTRUCTION, I RE-ESTABLISH THE POSITION AS DESCRIBED ABOVE, FROM WHICH:
1 A FOUND 1 1/2" DIAMETER ALUMINUM CAP MARKED "H.A MCCOY ENGR", BEARS N&r21'00"E 153.76
(CALCULATED RECORD PER THUNDER RIDGE BY SIMES,153.75)
2 A FOUND 1 117 DIAMETER ALUMINUM CAP MARKED "H.A MCCOY ENGR", BEARS N75056'00r'W 8256
(CALCULATED RECORD PER THUNDER RIDGE BY SIMES, 8256)
100 A FOUND Z OUTSIDE DIAMETER IRON PIPE BEARS S8905530"E 220.61'
(RECORD PER THUNDER RIDGE BY SIMES S89.54WE 220.35)
103 A FOUND 5/8" DIAMETER REBAR W/O A CAP, MONUMENTING THE SOUTHWEST CORNER OF LOT 1 OF
THUNDER RIDGE BEARS N89-51-00-W 196.61' (RECORD PER THUNDER RIDGE BY SIMES N89-4941-W196.66)
NOTE: SIMES FOUND A YELLOW PLASTIC CAP MARKED "PROPERTY CORNER"
THIS CAP WAS MISSING WHEN WE SET THE NEW ONE -QUARTER CORNER MONUMENT
106 A FOUND DUPLEX NAIL 1.3' UP IN THE NORTH FACE OF PP&L POWER POLE #175920 BEARS S87058WE 33.48'
(RECORD PER RDCC 570 N810E 33.48)
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
AT POSITION DESCRIBED ABOVE, SET A 1 1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG AND MAGNET
IN A CONCRETE SIDEWALK (0.18' FROM SOUTH EDGE OF SIDEWALK), CAP MARKED AS SHOWN IN MONUMENT
DETAIL ABOVE, FROM WHICH:
SET A 1 1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG AS FOLLOWS:
A IN THE NORTHEAST CORNER OF A 3.S X 3.0' STORM DRAIN PAD,
CAP MARKED "DCSO A" BEARS N33001'30"W 43.50'
B. IN THE NORTHEAST CORNER OF A 6.0' X 6.3' TO 7.0' STORM DRAIN PAD,
CAP MARKED "DCSO B" BEARS N47004'E 64.09
101 A FOUND 31W DIAMETER ALUMINUM CAP MARKED "DESCHUTES COUNTY CONTROL SURVEY
WT0701980r', BEARS N8725'00"E 222-18' (SEE DGMC 001,1980 BY JEFF KERN)
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 (rft)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
4300OW N
LONGITUDE OF CENTRAL MERIDIAN:
121017'00r' 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.
MONUMENT DETAIL
N89'52'08"W 2602.64' (COOK PER CSO4057)
N89-57'43"W 2602.80" (MEAS) 8 ■ g
N89'53'43"W 5193.15' (MEAS)
N89'53'31"W 5193.02' (COCS)
SKETCH
17Y 16
FOUND 2" BRASS
CAP IN CONCRETE
SEE OCRR 2074
COGS POINT k 1025
COCS MARK NAME: 18120804
1Q
NORTHING: 372,764.20 ift t0.02
FASTING: 3,292,014.49 ift t0.01
ORTHO HT: 3,788.18 ift t0.03
TRANSFORMATION: DESCHUTES 13
THE COORDINATES AND STANDARD DEVIATIONS
SHOWN ARE THE RESULTING VALUES FROM A
LOCAL LEAST SQUARES ADJUSTED PROJECT
CONTROL NETWORK DERIVED FROM
INTEGRATED REAL TIME KINEMATICS (RTK) AND
TOTAL STATION TIES.
CONDITION ONLY:
RENEWED: X
SURVEYED IN:
REFERENCED OUT: X
S89'24'20'E 232.80' (P) (ASPHALT SURFACE)
LOT 1 Hf1.D - g= 56, �� S89'26'30"E 2328i' MEAS (ASPHALT
� 1
M �� �� •
8?Egs / .r 153.75 �� �— -' HELD
N89:51'OO"W 196.61' MEAS s: S8955'30"E 220.61' MEAS J
N89 48 41 W 196.66 (P) �, S895435"E 220.35' (P)
0 40 80
SCALE 1 " = 40'
(P) = "THUNDER RIDGE-
INDEX FILE NO:
ALPHANUMERIC
CORNER NUMBER:
Q
J
47
zQ
.g
1
0.1Ofurm
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
06-M1869 ORIGINAL (GLO) SUBDIVISION OF T18S, R12E, WILLAMETTE MERIDIAN, DAVID P. THOMPSON, DEPUTY SURVEYOR, UNDER JOINT CONTRACT NO. 131, SET STONE 14X8X6 FOR 114 CORNER BETWEEN SECS_ 8 & 17.
(NO BEARING TREES FOR THIS CORNER WERE NOTED IN GLO NOTES)_
NO DATE (CSO4017) SUBDIVISION SEC. 17-18-12 BY ROBERT B_ GOULD, PE 63Z SHOWS COORDINATE FOR CORNER, NO MONUMENT DESCRIPTION, REFERS TO CALCULATION BOOK #9, PAGE 51 (THIS CALC BOOK ENTRY HAS NO MONUMENT DESCRIPTION).
AUG.1911 SEC.R.B. GOULD'S P65) WEST SAYS HE FOUND #4HI� OR GES66,S CORK FOR SELLERS, SET A 5 X 5 POST BANKED WITH ROCK AT POINT OF OLD ROCK PILE ON E & W BLAZED LINE (ORIG. BLAZES) THIS PT LINES EXACTLY WITH N 1/4 COR OF 8 AND WIESTS CENTER OF
11-02-1920 R.B. GOULD'S PRIVATE FIELD BOOK #49, PAGE 11, SENRUDS - 40 A TRAVERSE WEST ON SEC LINE BETWEEN 17-8, SHOWS S1/4 COR SW 114 SEC 8, BUT DOES NOT DESCRIBE MONUMENT, NOTES REFER TO PAGE 53.
06-27-1921 R.B. GOULD'S PRIVATE FIELD BOOK #49, PAGE 53, BLAKELEY PLAT -CHECKING UP TRAVERSE OF SEC. 8-18-12, SHOWS S1/4 POST SEC 8., MONUMENT STAMP SHOWS "G-2-P-11"
10-16-1922 (CS05802) BLAKLEY HEIGHTS BY ROBERT B. GOULD, PE 632, SHOWS CORNER ON SOUTH BOUNDARY OF PLAT, NO MONUMENT DESCRIPTION.
01-06-1959 (CS10404) SURVEY FOR DUG WARD BY AUBREY E PERRY, PE 14Z SHOWS TIE TO CORNER, FORD AXLE.
02-12-1959 (CS10405) SURVEY FOR DUG WARD BY AUBREY E PERRY, PE 14Z SHOWS TIE TO CORNER, FORD AXLE
05-01-1959 (CS10392) SURVEY BY AUBREY E PERRY, PE 142, SHOWS TIE TO CORNER, FORD AXLE_
014ro-1960 (CS10391) SURVEY TITLED "PLAT OF WARD'S TRACTS" BY AUBREY E. PERRY, PE 14Z SHOWS TIE TO CORNER, FORD AXLE
06-28-1960 (CS05851) SURVEY FOR JETHRO C_ SCOTT BY AUBREY E. PERRY, PE 14Z SHOWS TIE TO CORNER, FORD AXLE AND TIES TO THE CORNERS OF TWO HOUSES.
07-11-1960 (CS10390) WARD'S TRACTS BY AUBREY E. PERRY, PE 14Z SHOWS TIE TO CORNER, FORD AXLE.
1961-1963 (CSO4041) SURVEY FOR W.E ROATS BY AUBREY E. PERRY, PE 142, SHOWS TIE TO CORNER, FORD AXLE-
FEB. 1963 (CSO4039) SURVEY FOR TOM GOSLIN, BY L.C. STRATTON, PE 4563, SHOWS TIE TO CORNER, FOUND AXLE SET BY GOULD.
02-11-1963 (CS05378) BEND GOLF CLUB ADDITION BY WILLIAM H. HUDSON, PE 2747, SHOWS TIE TO CORNER, R. GOULD AXLE.
01403-1964 JEAN WM. HAWTHORNE'S PRIVATE FIELD BOOK #12, PAGE 55, SURVEY FOR TOM GOSLIN, SHOWS TIE TO CORNER, FOUND CAR AXEL IN FENCE CORNER.
AUG. 1973 (CS07430) BOUNDARY CONTROL FOR "HIGH -COUNTRY" BY RICHARD H. GRAUE, PLS 930, SHOWS TIE TO CORNER, FND_ STEEL AXLE.
0&05-1974 (CSO4042) SURVEY FOR BEDRICK HAVUNA, BY AUBREY E_ PERRY, PE 142, SHOWS TIE TO CORNER, FORD AXLE.
04-30-1976 (CS05853) SURVEY FOR WAYNE CHRISTENSEN, BY JAMES E. BUSSARD, PLS 599, SHOWS TIE TO CORNER, FND. AXEL
07-26-1976 (CSO4057) SURVEY BY DAVID B. ARMSTRONG, PLS 1026, SHOWS TIE TO CORNER, AXLE SET IN CONCRETE.
02-09-1984 (RDCC 570) SECTION CORNER DESCRIPTION GARD 570 BY D.C_ ROAD DEPT. (UNOFFICIAL RECORD), LOCATED AT THE DESCHUTES COUNTY ROAD DEPT_ ENGINEERING VAULT, SHOWS FOUND 1 1/4" DIAMETER AXLE O.T UP IN CONCRETE AND SHOWS
CORNER REFERENCES:
-12" DIAMETER BLUE SPRUCE TREE, BEARS N180E, 33.80', TO A DUPLEX NAIL 1.0' UP ON WEST SIDE
- POWER POLE #175920, BEARS N810E, 33.49, TO A DUPLEX NAIL 1.3 UP ON NORTH SIDE
05-07-1984 (CSO4037) BOUNDARY IMPROVEMENT SURVEY FOR MID OIL COMPANY BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO CORNER, FD. STEEL AXLE
07-19-1984 (CS03826) MINOR LAND PARTITION MP 83-6 BY GEORGE J. COOK, PLS 540, SHOWS TIE TO CORNER, FOUND AXEL
08-08-1985 (CS11175) SURVEY FOR OVERBAY DEVELOPMENT CO_ BY GARY W HICKMAN, PLS 1678, SHOWS TIE TO CORNER, FOUND AXLE IN CONCRETE.
03-17-1987 (CSO4030) PLAT OF SURVEY FOR MURPHY ROAD BY THOMAS E. BLUST, PLS 2140, SHOWS TIE TO CORNER, FOUND 1-/16' AXLE IN CONCRETE, TOP IS O.T ABOVE GROUND_
09-11-1987 (CSO4036) BOUNDARY SURVEY FOR MID OIL COMPANY BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO CORNER, STEEL AXLE_
01-10-1990 (CS05803) BOUNDARY SURVEY FOR QUALITY CENTERS BY JEFF A KERN, PLS 1081, SHOWS TIE TO CORNER, FD. AXLE IN CONC.
05-07--1992 (CS11018) PARTITION PLAT NO. 1992-19 BY RUSSELL M. KARL, JR, PLS 2257, SHOWS TIE TO CORNER, FND_ AXLE
09-27-1994 (CS11960) PLAT OF SURVEY FOR S&S AUTO PARTS BY TODD F_ NEARY, PLS 2384, SHOWS TIE TO CORNER, FOUND AXLE_
10-21-1998 (CS13430) PARTITION PLAT NO. 1998-49 BY RUSSELL M. KARL, JR, PLS 2257, SHOWS TIE TO CORNER, FND_ AXLE.
03-11 2002 (GS14877) LOT LINE ADJUSTMENT SURVEY BY JAMES R. TYE, PLS 1104, SHOWS TIE TO CORNER, FOUND AXEL
03-18-2002 (CS14890) PARTITION PLAT 2002-33 BY JAMES R_ TYE, PLS 1104, SHOWS TIE TO CORNER, FOUND AXEL
03-18-2002 (CS14891) PARTITION PLAT MM-34 BY JAMES R_ TYE, PLS 1104, SHOWS TIE TO CORNER, FOUND AXEL
05-10-2004 (GS15882) BADGER CROSSING, PHASES I AND II BY PETER A MANLEY, PLS 2214, SHOWS TIE TO CORNER, FOUND AXLE IN CONCRETE UP 0.8 FT.
09-28-2004 (CS16086) RECORD OF SURVEY BY PETER A MANLEY, PLS 2214, SHOWS TIE TO CORNER, FOUND AXLE IN CONCRETE UP 0.8 FT. REGISTERED
04-11-2014 (GS18673) RECORD OF SURVEY FOR DESCHUTES INVESTMENT GROUP, LLC BY ANDREW N. HUSTON, PLS 61407, SHOWS ATIE TO CORNER, AXLE IN CONCRETE PROFESSIONAL
08-04-2014 (CS18740) PROPERTY LINE ADJUSTMENT BY KEVIN JAMES BLAKLEY, PLS 6943Z SHOWS ATIE TO CORNER, AXLE_ LAND SURVEYOR
11-01-2016 (CS19234) RECORD OF SURVEY BY MITCHELL DURYEA, PLS 59638, SHOWS A TIE TO CORNER, STEEL AXLE SHAFT SET IN CONCRETE, PAINTED RED_
04-17-2025 (CS21519) THUNDER RIDGE, BY JASON L SIMES, PLS 83256, SHOWS TIE TO CORNER, FOUND 1.25" AXLE IN CONCRETE, DESTROYED BY CONSTRUCTION, BEING REPLACED BY COUNTY SURVEYOR_ I/ f� n
O R E G O N
DECEMBER 28, 2009
KEVIN R. SA UEL
77040PLS
RENEWS: 6/30/2026
DESCHUTES COUNTY SURVEYORS OFFICE OREGON CORNER RESTORATION RECORD sHEET
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 SOUTH ONE —QUARTER CORNER OF SECTION 8 1T18S, R12E, W.M. �F
PROJECT : CT137 DATE:1-7-2025 DRAWN BY: JKD, KRS CHECKED BY: JDP, KRS CITY OF BEND, DESCHUTES COUNTY, OREGON 1
FILE NAME: J: CAD Pro' is\Surveying\OCRR—CORNER CARDS\18120804 CT137 Parrell & Rae\DWG\CT137 18120804.dwa