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❑r
20
SCALE 1
LOT 6
FIRST ADDITION TO
TILLICUM VILLAGE
100
LOT 2 & PART OF LOT 3
BLOCK 4
TILLICUM VILLAGE
RAE ROAD
(ASPHALT SURFACE)
EDGE OF PAVEMENT
SEE DETAIL "A" DIAMETER
ETER
1 PONDEROSA
103
SECTION 8 SECTION 9
SECTION 17
LOT 1, BLOCK 1
CHUCKANUT EAST PHASE I
SEE D.C.S.O. FIELD BOOK 2024, PAGES 4-5
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: KEVIN SAMUEL, PLS
JERROD DAVIS
MATHEW McCONNELL
NARRATIVE
SECTION 16
1 WARRANTY DEED
1997-18262
24"
104 e DIAMETER
JUNIPER
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO TIE AND REFERENCE OUT THE SOUTHWEST CORNER OF
SECTION 9.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 2" BRASS CAP IN CONCRETE, MARKED AS SHOWN IN DETAIL ABOVE RIGHT, FLUSH, FROM WHICH:
103. FOUND 36" DIAMETER PONDEROSA PINE, BEARS N79"53'30"E 37.2T TO A DUPLEX NAIL, UP 0.9 NORTHWEST FACE
(RECORD N30'E* 37.36, UP 0.1', NW SIDE 2(' DIAMETER PONDEROSA PINE, RDCC #246)
*NOTE: ASSUMED TYPO, SHOULD PROBABLY READ N80'E
(RECORD N 80°E 37.06' 2(" P.P. (PONDEROSA PINE) PER CSO4893 & CSO4896)
104. FOUND 24" DIAMETER JUNIPER, BEARS S21-34'00"E 44.47 TO WEST BASE, DUPLEX NAIL NOT FOUND
(RECORD S19-E, 44.39 TO A DUPLEX NAIL, UP 0.1', WEST SIDE 14" DIAMETER JUNIPER NEAR N.W. COR. HOUSE, RDCC # 246)
(RECORD S 25-E 44.58' 6" JUN PER CSO4893 & CSO4896)
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
HELD POSITION OF FOUND 2' BRASS CAP BY GRAVES (ASSUMED SET PER AMERICAN WEST CS05091), FROM WHICH:
100. SET A 5/8" DIAMETER X 24" IRON ROD WITH A 1-1iZ DIAMETER ALUMINUM CAP MARKED "DESCHUTES CO. REF MOW BEARS
N16"1600iN, 44.56, FLUSH
102 SET A 1-1/2" DIAMETER STEEL WASHER AND MAG NAIL MARKED "DCSO" UP 'I ff ON SOUTHWEST FACE OF POWER POLE
NUMBER 089001, BEARS N10'22'00"E, 2.32, UP 1.0'
104. SETA 1-1I2" DIAMETER BRASS WASHER AND DUPLEX NAIL, MARKED "COUNTY SURVEYOR" UP 23 ON WEST FACE OF FOUND
24" DIAMETER JUNIPER, BEARS S21-MOWE, 44.42
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 (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: 43000W N
LONGITUDE OF CENTRAL MERIDIAN: 121*1T00" 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.
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
O&M1879 ORIGINAL (GLO) SUBDIVISION OF T18S, R12E, WILLAMETTE MERIDIAN, DAVID P. THOMPSON, DEPUTY SURVEYOR, UNDER
JOINT CONTRACT NO. 131, SET STONE 15X15X12 FOR CORNER SECS. 8, 9, 16 & 17. (NO BEARING TREES FOR THIS
CORNER WERE NOTED IN GLO NOTES).
07-06-1920 R.B. GOULD'S PRIVATE FIELD BOOK #18 PAGE 80 SHOWS S.E. COR. SEC. 8, CORNER STONE HAS TWO (2) CUTS ON EDGE
- SMALL CHUNK CHIPPED WE BURIED If AND CUf + IN TOP - ABOUT 0.5' WEST OF CORNER POST IN FENCE.
04-24-1928 R.B. GOULD'S PRIVATE FIELD BOOK #81, PAGE 1, SOUTH BOUNDARY SECTION SECTION 9-18-12, SHOWS TIE TO CORNER,
+ ON STONE.
1928 R.B. GOULD'S PRIVATE CALCULATION BOOK #12, PAGE 95, SUBDIVISION 9-18-12, SHOWS TIE TO CORNER, NO MONUMENT
DESCRIPTION
1937 R.B. GOULD'S PRIVATE CALCULATION BOOK #9, PAGE 51, SUBDIVISION OF 17-18-12, SHOWS TIE TO CORNER, NO
MONUMENT DESCRIPTION. PRECEDING PAGE, SURVEY #331, LOY BROS SURVEY, SHOWS TIE TO SEC. COR., NO
MONUMENT DESCRIPTION.
NO DATE (CSO4017) SUBDIVISION SEC.17-18-12 BY BOB GOULD, ENGINEER 63Z SHOWS TIE TO CORNER, NO MONUMENT
DESCRIPTION, REFERS TO CALCULATION BOOK #9, PAGE 51.
05-01-1959 (CS10392) SURVEY BY AUBREY E PERRY, PE 14Z SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
07-11-1960 (CS10390) WARD'S TRACTS BY AUBREY E. PERRY, PE 14Z SHOWS TIE TO CORNER, STONE AND IRON PIPE.
11-02-1964 S05379) BEND GOLF CLUB, SECOND ADDITION BY JEAN WM. HAWTHORNE, P.L.S. 454, SHOWS TIE TO CORNER, EXISTING
I ON PIPE.
09-03-1965 (CSO4012) SURVEY BY JEAN WM. HAWTHORNE, P.L.S. 454, SHOWS TIE TO CORNER, IRON PIPE.
02-03-1966 (CS03991) SUBDIVISION OF SECTION 16 BY ROBERT W. ARNDORFER, P.L.S. 535, SHOWS CORNER, FOUND 1" IRON PIPE
06-02-1966 (CSO4010) SURVEY BY JEAN WM. HAWTHORNE, P.L.S. 454, SHOWS TIE TO CORNER, IRON PIPE
06-02-1965 (CS10170) FIRST ADDITION TO TILLICUM VILLAGE BY GEORGE J. COOK, P.L.S. 540, SHOWS TIE TO CORNER, 2' IRON PIPE.
DEC 1966 (CS03978) SURVEY BY RICHARD P. HANKINS, P.L.S. 687, SHOWS TIE TO CORNER, I- IRON PIPE
05-09-1970 (CS03856) SURVEY BY JOHN H. EATON, P.LS. 252, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
11-13-1972 (CS03871) SURVEY BY DARREL E. EDWARDS, PLS 741, SHOWS CORNER, V IRON PIPE
03-27-1974 (CSO4893 & CSO4896) SURVEYS BY JAMES E. BUSSARD, P.LS. 599, FOUND 1" IRON PIPE IN FENCE CORNER, NO RPS (FND)
RPS:
- S550E 36.46 6" JUN.
- S250E 44.58' 160
- N800E 37.06' 20" P.P.
04-19-1972 (CS10175) SECOND ADDITION TO TILLICUM VILLAGE BY GEORGE J. COOK, P.L.S. 540, SHOWS TIE TO CORNER, 2-1fZ
BASS CAP.
04-19-1974 (CS03983) SURVEY JAMES E. BUSSARD, P.L.S. 599, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
07-19-1974 (CSO4003) SURVEY BY GEORGE J. COOK, P.L.S. 540, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
03-07-1975 (CS03982) SURVEY BY JAMES E. BUSSARD, P.L.S. 599, SHOWS TIE TO CORNER, FOUND 1" IRON PIPE IN FENCE CORNER.
03-20-1975 (CS03986) SURVEY JAMES E BUSSARD, P.L.S. 599, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
07-26-1976 (CSO4057) SURVEY BY DAVID B. ARMSTRONG, PLS 1026, SHOWS TIE TO CORNER, 3W IRON PIPE.
11-23-1976 (CS03980) SURVEY BY EDGAR W. GRAVES, PLS 980, SHOWS TIE TO CORNER, FD. 1- IRON PIPE.
10-05.1977 (CSO4026) MINOR PARTITION, MP 77-135, BY MICHAEL W. TYE, P.LS. 1046, SHOWS TIE TO CORNER, FD. 1- IRON PIPE.
12 15-1977 (CSO4023) MINOR PARTITION, MP 77-165, BY EDGAR W. GRAVES, P.LS. 980, SHOWS TIE TO CORNER, FD.1" IRON PIPE.
03-14-1978 (CSO4024) MINOR PARTITION, MP 78-101, BY EDGAR W. GRAVES, P.LS. 980, SHOWS TIE TO CORNER, FND. BC.
03-30-1978 (CS06380) CHUCKANUT EAST, PHASE II BY EDGAR W. GRAVES, P.L.S, 980, SHOWS TIE TO CORNER, NO DESCRIPTION.
11-14-1978 (CS05091) AMERICAN WEST BY EDGAR W. GRAVES, P.L.S. 980, SET 2' BRASS CAP.
03-20-1979 ((CS06374) CHUCKANUT EAST, PHASE I BY EDGAR W. GRAVES, P.L.S 980, SET 2- BRASS CAP.
02-09-1984 DESCHUTESDESCRIPTIONRDCC 246) SECTION CORNER NG LOCATED AT
COUNTY ROAD D PT. ENGINEERING VAULT, RCA °980 SHOWSAD DEPT. 2' BC AT I FENCE N COTHE
CONCRETE AND
SHOWS CORNER REFERENCES:
- 20' DIAMETER PONDEROSA, BEARS N3WE (TYPO SHOULD READ N80'E), 37.35', TO A DUPLEX NAIL 0.1' UP NW SIDE
-14" DIAMETER PONDEROSA, BEARS S19'E, 44.39, TO A DUPLEX NAIL 0.1' UP WEST SIDE
04-27--1983 (CSO4020) SURVEY BY EDGAR W. GRAVES, P.L.S. 980, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
06-08-1983 (CSO4000) SURVEY BY EDGAR W. GRAVES, P.L.S. 980, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
06-12-1984 (CSC PATRIA ACRES BY EDGAR W. GRAVES, P.L.S. 980, SHOWS TIE TO CORNER, FND. 2' BRASS CAP.
12-15-1988 (CS05093) AMERICAN WEST, FIRST ADDITION BY ROBERT M. KARL, P.LS.164Z SHOWS TIE TO CORNER, 2' BRASS
CAP.
01-09-1989 (CS03831) MINOR PARTITION, M.P. 87-26, DATED 02-03-1988, BY MICHAEL PULZONE PLS 2238, SHOWS TIE TO CORNER,
fV0 MONUMENT DESCRIPTION.
01-10-1991 (CS PARTITION PLAT 1991-1 BY GEORGE W. COLVIN, P.L.S. 1020, SHOWS TIE TO CORNER, NO MONUMENT
DESCRIPTION.
1993 CONTROL MARK DATA 18120900, COGRID #451, BY W.C. KAUFFMAN, P.LS. 1031, SHOWS 2-12' BRASS CAP IN CONC. S.
SIDE FENCE POST, SET BY LS 0980 ED GRAVES.
11-12-1993 (CS11676) LOT LINE ADJUSTMENT SURVEY BY JAMES R. TYE, P.L.S. 1104, SHOWS CORNER, FD. 2' BRASS CAP.
08-20-1999 (CS13743) SURVEY BY GEORGE G. HARTMAN, P.L.S. 2070, SHOWS CORNER, FOUND 2" BRASS CAP.
03-11-2002 (CS14877) LOT LINE ADJUSTMENT SURVEY BY JAMES R. TYE, P.L.S. 1104, SHOWS TIE TO CORNER, FOUND 21/2' BRASS
CAP.
01-14-2002 (CS14799) CONIFER ESTATES BY DAVID R. WILLIAMS, P.L.S. 25W, SHOWS TIE TO CORNER, FOUND 21/2' BRASS CAP.
03-18-2002 (CS14890) PARTITION PLAT 2002-33 BY JAMES R. TYE, P-LS 1104, SHOWS TIE TO CORNER, FOUND 2112' BRASS CAP.
03-18-2002 (CS14891) PARTITION PLAT 2002-34 BY JAMES R. TYE, P.LS 1104, SHOWS TIE TO CORNER, FOUND 21/2' BRASS CAP.
04-30-2002 (CS14942) LOT LINE ADJUSTMENT SURVEY BY DOYLE R. GILLILAND, P.L.S. 2666, SHOWS TIE TO CORNER, FD. 2" BRASS
CAP.
08-19-2002 (CS15073) MAP OF SURVEY BY DOYLE R. GILLILAND, P.LS. 2666, SHOWS TIE TO CORNER, FD. 2' BRASS CAP.
02-10-2005 (CS16284) COPPER SPRINGS ESTATES PHASE 1 BY JERRY C. POWELL, P.LS. 1919, SHOWS TIE TO CORNER, 2' BRASS
CAP.
O&D9-2006 (CS16921) BOUNDARY SURVEY BY ROBERT M. KARL, P.LS.164Z SHOWS TIE TO CORNER, FOUND 2^ ALUMINUM CAP SET
LUSH.
08-13-2007 CS17442 THE SHIRE PHASE 1 BY JEFFREY A. KERN, P-LS. 1081, DATED C 7-26-2007, SHOWS TIE TO CORNER, FOUND 2"
BASS CAP.
07-23-2019 (CS19963) RECORD OF SURVEY BY MICHAEL S. KALINA, P.L.S. 89558, DATED 07408-2019, SHOWS TIE TO CORNER, FOUND
BRASS CAP IN CONCRETE.
07-09-2020 (CS20260) RECORD OF SURVEY, CITY OF BEND PROPERTY LINE ADJUSTMENT PZ-20-0244, BY PATRICK G. COLE, P-LS.
9157, SHOWS TIE TO CORNER, FOUND 2' BRASS CAP.
10-18-2024 (CS21408) MONROVIA BY BRIAN COURSEN, PLS 86998, DATED APRIL 2024, SHOWS TIE TO 1/4 CORNER, NO MONUMENT
DESCRIPTION, CALCULATED POSITION SHOWN.
COCS POINT 9 1019
COCS MARK NAME: 18120900
1Q
NORTHING: 372,762.47 ift t0.04
EASTING: 3,294,617.29 ift t0.03
ORTHO HT: 3,760.53 ift t0.06
TRANSFORMATION: DESCHUTES13
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.
TYPE OF REPORT
CONDITION ONLY:
RENEWED:
SURVEYED IN:
REFERENCED OUT: X
CORNER DESIGNATION MONUMENT DETAIL
T18S R12E
9-
SW
INDEX FILE NO:
ALPHANUMERIC
CORNER NUMBER:
DETAIL "A" SCALE 7" =1'
FOUND
102
P.P.
T18S R12E 1089001
8 9
17 16
LS 980 j
l
2" BRASS
CAP IN
CONCRETE
20?W
n
to
0
�t
0
cn
U
Jv
0
FOUND 2-1/4" METAL
0
CAP WITH NO MARKINGS
a
PER OCRR 2027
cli
S8
S9
W1 /4 COR.
NOT TO SCALE
O N m
oo-
Q
inv)o
� io o
0
N
O
c�
cV N N
N
WWW
w
ft
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FOUND 60D SPIKE W/ A
000
0
1-1/2" STEEL WASHER
z z z
z
MARKED "S 1 /4 9 16 T18S
R12E DCSO"AT BASE OF CURB
PER OCCR 2073
S1/4 COR.
8
9
old
N89'48'03"E 2604.43' (MEAS)
S9
-110004111
17
16
S89'48'09"W 2604.53' (MONROVIA)
S16
FOUND 2" BRASS CAP
S89'52'50"W 2604.60' (GOULD & CITY OF BEND CIRCA 1940)
IN CONCRETE,
S89'47'56"W 2604.70" (CS19963)
ASSUMED SET BY
GRAVES IN CS05091
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G 0 N
DECEMBER 28, 2009
KEVIN R. SAMUEL
77040PLS
RENEWS: 6/30/2026
DESCHUTES COUNTY SURVEYOR'S OFFICEOREGON CORNER RESTORATION RECORD SHEET
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 SOUTHWEST CORNER OF SECTION 9T18S, R12E, W.M. OF
PROJECT :CT45 DATE:10-21-2024 DRAWN BY: JKD, KRS CHECKED BY: JDP, KRS CITY OF BEND, DESCHUTES COUNTY, OREGON �
FlLE NAME: J: CAD Pro' is Surve in OCRR-CORNER CARDS 18120900 CT45 Rae DWG CT45 18120900.dw