HomeMy WebLinkAboutOCRR 2095SEE D.C.S.O. ROAD BOOK 244, PAGES 51-68
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: JACOB POWELL, PLS
JERROD DAMS
MATHEW WCONNELL
THE COORDINATES AND STANDARD DEVIATION VALUES
COCS POINT #:
1041
TYPE OF REPORT INDEX FILE NO: log
SHOWN ARE THE RESULTING VALUES FOR THE POINT
COCS MARK NAME:
16122840
PER A LOCAL LEAST SQUARES ADJUSTED PROJECT
CONDITION ONLY: ALPHANUMERIC
CONTROL NETWORK DERIVED FROM INTEGRATED REAL
1Q
RENEWED: CORNER NUMBER: 16122840
TIME KINEMATICS (RTK) AND TOTAL STATION TIES, SEE
NORTHING:
422,906.49 ift t0.01
SURVEYED IN:
CS21662
RTMOSTI �:
3,293�
25
REFERENCED OUT: X
CORNER DESIGNATION
O
75.ift t0.01
TRANSFORMATION:
DESCHUTES 13
T16S R12E
1/4 2
MONUMENT DETAIL
FOUND
E S co
T16S R12E y
0 1/4 'c
29 1 28
kPL1994
S 228oRS of
(MEAS) TIES TO ADJACENT
CORNERS ARE FROM DESCHUTES
COUNTY ROAD PROJECT W66159, FOUND 5/8" IRON
SEE CS21662. ROD IN MONUMENT
FOUND MAG SPIKE
WITH 1-1/2- STEEL
WASHER MARKED
"DCSO", FLUSH
WITH PAVEMENT
PER CS21662
C1 /4 S89'34'04"W 2647.76' (MEAS)
AL
WELL FOR C1 /4 PER
CS01936 AND 5/8"
SMOOTH IRON ROD
FOUND 3" IN MONUMENT WELL
BRASS CAP IN FOR 1926 ROAD PI.
MONUMENT WELL SEE OCRR D
S29 I S28 N 89-57-42"E 2629.26' (MEAS) C1 /4 C 1 /4 & PI
Ah
S 29 S8944'09"W 2648.49" (CS01950) IN89'57'19"E 2639.48' (MEAS} PI S 28
S893427"W 2648.49' (CS01949)
S89'44'09"W 2647.70' (CS01947 & CS01948) (SEE OCRR �0 9 69 6 FOR RECORD
S89'45'49"W 2648.17' (CS01953) MEASUREMENTS TO 1926 PI AND
S89-44'10"W 2647.80' (CS13421) C1 /4 PER CS01936)
S89'44'10"W 2647.72' (CS14444)
NARRATIVE
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO TIE REFERENCE OUT THE WEST ONE -QUARTER (1/4) SKETCH
CORNER SECTION 28, T16S, R12E, W.M. THAT WAS PART OF A GRINDING AND REPAVING PROJECT OF TUMALO ROAD, DESCHUTES
COUNTY ROAD PROJECT W66159, SEE COUNTY SURVEY CS2166Z MONUMENT 166.
DESCRIPTION OF CORNER EVIDENCE FOUND:
A FOUND 3" DIAMETER BRASS CAP STAMPED AS SHOWN IN MONUMENT DETAIL, DOWN 0.9, IN A STANDARD CAST IRON
MONUMENT WELL, SEE GS2166Z MONUMENT 166, FROM WHICH:
100 FOUND 21" DIAMETER JUNIPER STUMP, BEARS N34009'30W 36.42 TO CENTER OF STUMP, RECORD (N30-W 36.12 OCRR 1560,
N380W 36.12OCRR 861).
101 FOUND POWER POLE #280402, BEARS S020421)0"W 28.63' TO NORTH FACE OF POLE, RECORD (SOUTH 29.10' MIDDLE OF POLE
OCRR 1560), (SOUTH 28.9 OCRR 861)_
102 FOUND NAIL AND 3W DIAMETER BRASS TAG, MARKED "LS 2208", UP 2-0' NW FACE 26" DIAMETER JUNIPER, BEARS S36.52UU W
36.18' TO NAIL, RECORD (S380W 36.20' OCRR 1560), (S350W 36.23OCRR 861).
103 FOUND MAGNETIC SIGNAL UP 29 SW FACE 25" DIAMETER JUNIPER, DID NOT CHOP OUT NAIL, BEARS N65019DUW71.4' TO
SOUTHWEST FACE, RECORD (N640W 71.02' OCRR 1560).
104 FOUND NAIL AND 1-1/4" DIAMETER BRASS WASHER, MARKED "COUNTY SURVEYOR", UP 2-3 SE FACE EAST FORK 17"
DIAMETER TWIN JUNIPER (WEST FORK 15' DIAMETER), BEARS N5200T00"E 45.24' TO NAIL, RECORD (N520E 45.24' OCRR 1560).
105 FOUND NAIL AND 1-1/4" DIAMETER BRASS WASHER, MARKED "COUNTY SURVEYOR", UP 2.3' NE FACE 23" DIAMETER, BEARS
S5602T00"E 51.32' TO NAIL, RECORD (S550E 51.33' OCRR 1561).
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE FOUND 3' BRASS CAP AGREED WITH RECORD TIES TO FOUND ACCESSORIES AND ADJACENT CORNERS, NO NEW
REFERENCES SET.
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*17'00" 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
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.
YLW STRIPING (TYP) f
TUMALO RD.
(ASPHALT SURFACE)
102 '� 101 (� 105
I
00
NIN
U U
U) V) 0 20
SCALE 1" = 20'
ae
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-31-1870 ORIGINAL (GLO) SUBDIVISION OF T16S, R12E, WILLAMETTE MERIDIAN, GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER JOINT
CONTRACT NO. 141, SET STONE 12 X 10 X 8 FOR 1/4 SEC CORNER BETWEEN SECTIONS 28 & 29, (NO BEARING TREES FOR THIS
CORNER WERE NOTED IN GLO NOTES).
1926 (RD01497 & RD01498) MAP OF NICHOLS MARKET ROAD NO. 15 BY ROBERT B. GOULD, COUNTY ENGINEER, SHOWS STEEL BAR AT
STATION 94+40.5 PI =114 CORNER, MAP REFERENCES FIELD NOTES IN COUNTY ROAD BOOK NO. 29.
07-30-1926 (RD02335) FIELD NOTES, BOOK 29, PAGE 37, LOCATED IN THE ENGINEERING VAULT AT THE DESCHUTES COUNTY ROAD
DEPARTMENT, SHOWS P.I. AT ENGINEERING STATION 94+40.5 =1/4 COR., NO MONUMENT DESCRIPTION.
08-04-1926 (RD02341) FIELD NOTES, BOOK 33, PAGE 13, REFERENCE POINTS NICHOLS MARKET ROAD, LOCATED IN THE ENGINEERING VAULT AT
THE DESCHUTES COUNTY ROAD DEPARTMENT, SHOWS STEEL BAR PI COR. AT ENGINEERING STATION 94+40.50 =1/4 SEC. COR.,
FROM WHICH:
- NAIL IN 8" GATE POST, BEARS SE'LY 35.12'.
- NAIL IN 6" TEL POLE, BEARS SW'LY39.20'.
05-01-1961 (CS01950) SURVEY BY JEAN WM. HAWTHORNE, PLS 454, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
01-221967 (CSO1922) SURVEY BY BRUCE WM. A ROGERS, PLS 706, SHOWS TIE TO CORNER, FOUND SPIKE W. 1/4 COR SEC. 28.
02-22-1967 (CS01930) SURVEY BY JEAN WM. HAWTHORNE, PLS 454, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
SEPT.1967 (CS01929) SURVEY BY RICHARD P. HANKINS, PLS 687, SHOWS TIE TO CORNER, FOUND SPIKE IN PAVEMENT, FROM WHICH:
- 8" J. BEARS NWLY 36.12.
- P. POLE BEARS SWLY 28.92'
11-11-1967 (CS01935) SURVEY BY JEAN WM. HAWTHORNE, PLS 454, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
10-22-1968 (CSO1928) SURVEY BY NORMAN A NEWTON, PLS 654, SHOWS TIE TO CORNER, FND. R.R. SPIKE IN PAVEMENT.
02-02-1969 (CS01949) SURVEY BY NORMAN A NEWTON, PLS 654, SHOWS TIE TO CORNER, FOUND SPIKE IN CENTERLINE TUMALO-DESCHUTES
HWY, SET BRASS CAP IN CONC.
03-28-1969 (CS01936) SURVEY BY NORMAN A NEWTON, PLS 654, SHOWS TIE TO CORNER, FOUND SPIKE CENTERLINE OF ROAD, SET BRASS CAP
IN CONC.
04-20-1970 (CS07248) GLACIER VIEW BY JAMES E. BUSSARD, PLS 599, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
07-02-1971 (CSO1920) SURVEY BY JEAN WM. HAWTHORNE, PLS 454, REVISED 09-17-1971, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
AUG. 1971 (CS01934) SURVEY BY BRUCE WM. A ROGERS, PLS 706, SHOWS TIE TO CORNER, CAP/CONC., FROM WHICH:
- 8" JUN, BEARS NWLY 36.17.
- P. POLE BEARS SWLY 28.97.
NOV. 1972 (CS01938) SURVEY BY RICHARD H. GRAUE, PLS 930, SHOWS TIE TO CORNER, BRASS CAP.
NO DATE (RDCC 282) SECTION CORNER DESCRIPTION CARD 282, BY D.C. ROAD DEPT. (UNOFFICIAL RECORD), LOCATED AT THE DESCHUTES
COUNTY ROAD DEPT. ENGINEERING VAULT, CIRCA 1980 CORNER REFERENCES, SHOWS CORNER E 114 SEC. 29, NO MONUMENT
DESCRIPTION, FROM WHICH:
- SET FINISH NAIL 3.5' UP ON SW SIDE 12" JUNIPER, BEARS N310W 36.1' (*MARKING ILLEGIBLE)-
- SET FINISH NAIL 3.5 FEET UP ON SW SIDE 12" JUNIPER, BEARS S490E 50.9T.
1219-1983 (CS01947) SURVEY BY JEFF A KERN, PLS 1081, SHOWS TIE TO CORNER, FD. 2" BRASS CAP IN CONC. BY TENNESON.
12 29-1986 (CS01948) MINOR LAND PARTITION MP 86-21 BY JEFF A KERN, PLS 1081, SHOWS TIE TO CORNER, FD. 2' BRASS CAP IN CONC. BY
TENNESON.
04-19-1988 (CS01932) SURVEY BY GARY L. DEJARNATT, PLS 2208, SHOWS TIE TO CORNER, FOUND 2' DIAMETER BRASS CAP SET IN CONC. BY
TENNESON ENGINEERING CORP.
10-21-1988 (OCRR 861) OREGON CORNER RESTORATION RECORD BY GARY L DEJARNATT, PLS 2208, FOUND 2' BRASS CAP IN CONC. FLUSH
WITH ASPHALT SURFACE FROM WHICH:
- FD. 14" TWIN JUN., (NO NAIL), N380W36.12'.
- FD. POWER POLE (NO NAIL), SOUTH 28.5'.
- SET NAIL AND TAG "LS 22W IN NW FACE 14" JUN., S350W, 36.23.
12-21-1988 (CSO1953) MINOR LAND PARTITION MP488-33 BY GARY L. DEJARNATT, PLS 2208, SHOWS TIE TO CORNER, FD. 2' DIAMETER B.C. SET IN
CONC. IN ASPHALT BY TENNESON ENG.
07-01-1996 (RDO3505) FIELD BOOK #230 PAGES 45, DESCHUTES COUNTY ROAD DEPARTMENT, SHOWS CORNER, FND 31/4" BRASS CAP IN MON
BOX CENTERLINE RD.
I&D9-1998 (CS13421) SURVEY BY FRED A AST, JR., PLS 1938, SHOWS TIE TO CORNER, FOUND 2' BRASS CAP.
04-02 2001 (OCRR 1560) OREGON CORNER RESTORATION RECORD BY KENNETH L GRANTHAM, PLS 2282, FOUND 31/4" DIA BRASS CAP MARKED
"1994 LS2282', 6' DOWN IN CAST IRON MONUMENT WELL LOCATED NEAR CENTERLINE OF NICHOLS MARKET ROAD, FROM WHICH:
- FD. JUNIPER STUMP,19" DIA BEARS N300W 36.12.
- FD. PP# 2804OZ NO NAIL, BEARS SOUTH 29.10' TO MIDDLE OF POLE.
- FD. NAIL & BRASS TAG MK'D "LS2208", 24" UP, NW FACE,16' DIA JUNIPER, BEARS S38-W 36.20'.
- SET N&T 24" UP, SW FACE 22' DIA JUNIPER, BEARS N640W 71.02'.
- SET N&T 24" UP, SE FACE OF EAST FORK O TWIN 12' DIA JUNIPER, BEARS N520E 45.24'_
- SET N&T 30" UP, NE FACE 19" DIA JUNIPER, BEARS S550E 51.33.
- (N&T - NAIL AND BRASS TAG MARKED "COUNTY SURVEYOR").
04-11-2001 (CS14444) SURVEY BY TIM K. CHAPMAN, PLS 2477, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP IN MONUMENT BOX (DES. CO.
SURV. OFFICE), CENTERLINE P.I. - STA 94+40.50.
04-21-2009 (CS17972) SURVEY BY JERRY D. STICHLER, PLS 2527, SHOWS TIE TO CORNER, OCRR 1560, P.I. STA. 94+40.5, FOUND 31/4" DIA. BRASS
CAP IN MONUMENT CASE.
0E34)5-2019 (CS19933) SURVEY BY SCOTT C. BOLDUC, PLS 79288, SHOWS TIE TO CORNER, FOUND 3-1/4" DIA BRASS CAP (DOWN 0.8) IN
MONUMENT BOX MARKED DESCHUTES COUNTY SURVEYORS OFFICE PER OCRR 1560, HELD AS NICHOLS MARKET ROAD P.I. STA
94+40.50.
12-03-2020 (CS20378) SURVEY BY ERIK J. HUFFMAN, PLS 70814, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP IN MONUMENT BOX RENEWED
IN OCRR 1560.
05-18-2021 (CS20515) SURVEY BY SCOTT C. BOLDUC, PLS 79288, SHOWS TIE TO CORNER, FOUND 3-1/4" DIA BRASS CAP (DOWN 0.8) IN
MONUMENT BOX MARKED
DESCHUTES COUNTY SURVEYORS OFFICE PER OCRR 1560, HELD AS NICHOLS MARKET ROAD P.I. STA 94+40.50.
05-25-2021 (CS20520) CONTROL, SURVEY BY JOHN TAYLOR HAGLUND, PLS 55022, SHOWS TIE TO CORNER, 3-114" BRASS CAP, DOWN 0.6 IN
MONUMENT CASE (OCRR 1560).
02 28-2025 (CS21486) SURVEY BY JOHN TAYLOR HAGLUND, PLS 55022Z SHOWS TIE TO CORNER,
3-1/4" BRASS CAP, DOWN 0.5' IN MONUMENT CASE (OCRR 1560). oi.-,Re-2o26
1212-2025 (CS21662) SURVEY BY JACOB D. POWELL, PLS 90744, SHOWS TIE TO CORNER, FND REGISTERED
3" BRASS DISK IN MON WELL PER OCRR 1560, MARKED "1994 PLS 2282", NOT IMPACTED, PROFESSIONAL
MONUMENT NUMBER 166. LAND SURVEYOR
00,
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2026
DESCHUTES COUNTY SURVEYOR'S OFFICEOREGON CORNER RESTORATION RECORD SHEET
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 WEST ONE —QUARTER (1/4) CORNER SECTION 28
` of
00PROJECT : CT1fi1 DATE:01-05-202fi DRAWN BY: JKD,JDP CHECKED BY: JDP,KRS T16S, R12E, W.M. DESCHUTES COUNTY, OREGON �
Fl'LE NAME: J: CAD Procts Surve in OCRR-CORNER CARDS 16122840 CT161 Tumalo Rd W of Old Bend Rdm Hw dw CT161 16122840.dw