HomeMy WebLinkAboutOCRR 20610 60 120
SCALE 1" = 60"
SEE D.C.S.O. FIELD BOOK 2021, PAGE 36-37
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT:
IUA00AYRIC
KEVIN SAMUEL, PLS
JERROD DAVIS
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THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO RE-MONUMENTAND REFERENCE OUT THE SW CORNER
OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WM, DUE TO ROAD IMPROVEMENTS ON HAMBY ROAD.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 31/4" ALUMINUM CAP IN CONCRETE ON 1/2' IRON ROD PER OCRR 0925, MARKINGS ILLEGIBLE. POSITION AGREES WITH FOUND
REFERENCES AND PUBLISHED COCS COORDINATES FROM WHICH:
5. FOUND NAIL WITH BRASS WASHER MARKED "LS 2033" IN FACE BLAZE, UP 2.T IN SW BASE 17" DIAMETER JUNIPER, BEARS
N4705630"W 131.66 (RECORD N450W 131.72 PER OCRR 0925 AND 131.80' PER DCRD 180)
6. FOUND NAIL WITH BRASS WASHER MARKED "LS 2WT IN FACE BLAZE, UP 3.4' IN NE BASE 12" DIAMETER TWIN JUNIPER, BEARS
S3103600'1N 66.17 (RECORD S300W 66.05 PER OCRR 0925 AND 66.OU PER DCRD 180)
AE-80 FOUND 31/4" DIAMETER ALUMINUM CAP IN CONCRETE IN 5" IRON PIPE, FLUSH. CONTROL MARKAE-80. BEARS
S66054'3U'W 25.8T (25.8T PER COCS COORDINATE INVERSE)
TOP CENTER NUT OF FIRE HYDRANT (RECORD N550E, 156.19, OCRR 0925)
(REMOVED BY CONSTRUCTION - MAY 2023, NOT SHOWN)
NEFF ROAD
(ASPHALT SURFACE)
2
26.25
35436
N
r
co
N
w
rl
0
0
in
SET 3 1 /4- DIAMETER
ALUMINUM CAP ON A
5/8" DIAMETER REBAR
PER THIS OCRR
COGS POINT#:
COCS MARK NAME:
NORTHING:
EASTING:
ORTHO HT:
TRANSFORMATION:
995
17122500
16
388,547.25 ift t0.03
3,310,433.49 ift t0.02
3,584.86 ift t0.06
DESCHUTES13
THE COORDINATES AND STANDARD DEVIATIONS
SHOWN ARE THE RESULTING VALUES FOR THE
POINT PER 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: X
SURVEYED IN:
REFERENCED OUT: X
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-31-1870
03-24-1909
1 /4 COR. FOUND 3 1 /4" DIAMETER 12-14-19"
ALUMINUM CAP ON A
5/8" DIAMETER REBAR Og-01-1966
PER OCRR 0962 08-14-1967
09-11-1967
09-18-1975
10-04-1976
CORNER DESIGNATION 12-1976
T17S R12E
04-01-1977
1-] 25
09-22-1977
SW
11-10-1977
11-06-1979
02-05-1980
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
AT POSITION OF FOUND 31/4" ALUMINUM CAP, SET A 31/4" ALUMINUM CAP MARKED AS SHOWN HEREON, ON A CIRCA 1980
5/8" DIAMETER X 24" LONG IRON ROD IN A CAST IRON MONUMENT WELL, FROM WHICH:
2. SET 5/8" X 24" IRON ROD WITH 1 12" DIAMETER ALUMINUM CAP, MARKED "DESCHUTES CO. REF MOW, SET FLUSH, BEARS MONUMENT DETAIL
S77009'30"E 137.56
3. SET 5/8" X 24" IRON ROD WITH 1 12" DIAMETER ALUMINUM CAP MARKED "DESCHUTES CO. REF MON", SET FLUSH, BEARS v� E S C 04-09-1985
N65056'00"W 247.42 O
" " EARS T17S R12E
4. SET 1 12" MAG NAIL AND 1 12" WASHER MARKED DCSO IN SOUTHEAST CORNER OF LIGHT POLE BASE, B t�
N53013'OU'W 47.64' 0 26 25
35 36
u�
G 2022 0 04-04-1988
�G PLS 77040
Fr F F 11-21-1988
ORS �
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: 11-16-1992
LINEAR UNIT: INTERNATIONAL FOOT (ift)
ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991) 1992 1993
PROJECTION: TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN: 4300OW N
LONGITUDE OF CENTRAL MERIDIAN: 12101TOU' W e, 08-26-1�
NORTHING AT GRID ORIGIN: 0.000 ift REGISTERED
EASTING AT CENTRAL MERIDIAN: 3,300,000.000 ift PROFESSIONAL
SCALE FACTOR ON CENTRAL MERIDIAN: 1.00016 (EXACT) LAND SURVEYOR11
10-19-1998
ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES BASED UPON THE PRECEDING PROJECT 11-24-1998
DEFINITION. THE BASIS OF BEARINGS IS GEODETIC NORTH. NOTE THAT THE GRID BEARINGS SHOWN HEREON (OR IMPLIED BY 944�
GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN CONVERGENCE_ 12-10-2001
0 R E G 0 N 06-02-2004
PROJECT CONTROL WAS ESTABLISHED WITH GNSS REAL TIME KINEMATIC (RTK) OBSERVATIONS USING CORRECTORS DECEMBER 28, 2009
BROADCAST FROM THE ODOT OREGON REALTIME GNSS NETWORK (ORGN) AND THE DESCHUTES COUNTY SURVEYOR'S OFFICE KEVIN R. SAMUEL 11-03-2022
DESCHUTES 13 TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE SYSTEM. SEE THE DESCHUTES COUNTY 77040PLS
SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON THE DESCHUTES 13 TRANSFORMATION.
RENEWS: 6/30/2024
INDEX FILE NO. o ( /
ALPHAINUMERIC
CORNER NUMBER: 17122500
ORIGINAL (GLO) SUBDIVISION OF T17S, R12E, WILLAMETTE MERIDIAN, GEORGE W NEWMAN, DEPUTY SURVEYOR, UNDER
CONTRACT NO. 141, SET 20" X 1 U' X 8" STONE FOR CORNER TO SECTIONS 25, 26, 35 AND 36.
(NO BEARING TREES FOR THIS CORNER KERE NOTED IN GLO NOTES).
(RD00961) FIELD NOTES AND MAP OF SURVEY FOR THE E.W. RICHARDSON COUNTY ROAD, FRED A RICE, COUNTY
SURVEYOR, CALLS TO THE CORNER OF SECTIONS 25-26-35 AND 36, T17S R12E, W.M. (MONUMENT TYPE NOT NOTED).
(RD00781) THE ALUMUS NEFF COUNTY ROAD SURVEYORS REPORT, FRED A RICE, COUNTY SURVEYOR, COMMENCING
AT THE N.W. CORNER OF SECTION 36, T17S, R12E. W.M. AT A ROCK MARKER "R" ON A COUNTY ROAD.
(RD02085) THE HAMBY ROAD TRAVERSE, NO CORNER FOUND IN CENTERLINE OF NEFF ROAD.
(CS03080) SUBDIVISION OF SECTION 35 BY GEORGE J. COOK, PLS 540, SHOWS SECTION CORNER, NAIL
(CS03089) SURVEY OF SECTION 36, T17S, R12E, W.M. BY JAMES E. BUSSARD, PLS 599
FOUND NAIL AS PER EXISTING SURVEY RECORD - RESET WITH 1/2' IRON ROD
37.89' TO ILLEGIBLE DESCRIPTION (FENCE POST-CS02801)
44.76' TO ILLEGIBLE DESCRIPTION (ROCK CRIB-CS028Q1).
(CS02801) PARCEL SURVEY BY JEAN WM. HAWTHORNE, LS 454, FOUND EXISTING BAR IN PAVEMENT
FENCE CORNER 37.89
ROCK CRIB 44.81'
(CS03083) SURVEY BY GEORGE J_ COOK, PLS 540, FOUND 1/7 IRON ROD BY BUSSARD.
POWER POLE, S280W, 32-85'
POWER POLE S700E, 94.99
(RD02546) NEFF ROAD SECTION LINE RESTORATION, PAGE 16, 12" IRON ROD IN PAVEMENT.
(RD02147) PLAN AND PROFILE NEFF ROAD D-21, 1/2" IRON ROD, SECTION CORNER.
NAIL IN FC. POST, 37.89
NAIL FC. POST, 44.76'
(CS02765) DEPENDENT RESURVEY BY MICHAEL W. TYE, LS 1046, FOUND 10 IRON ROD IN PAVEMENT AS PER BUSSARD.
FENCE POST BEARS S.W. 37.89
ROCK CRIB BEARS S.E. 44.81'
(CS02767) DEPENDENT RESURVEY BY MICHAEL W. TYE, LS 1046, FOUND 1/2" IRON ROD IN PAVEMENT AS PER BUSSARD.
FENCE POST BEARS S.W. 37.89
ROCK CRIB BEARS S.E. 44.81'
(CS08980) QUAIL RIDGE BY GEORGE W. COLVIN, PLS 1020, SW (SE) CORNER OF SECTION 26, 3" BRASS CAP IN
CONCRETE.
(CS02760) MP-79-223 BY GEORGE W. COLVIN, JR., PLS 1020, SHOWS TIE TO SECTION CORNER, FOUND 518" STEEL ROD.
(RD02546) TRAVERSE DOWN NEFF ROAD FROM NW CORNER SECTION 36 TO N 1/4 CORNER SECTION 35, SHOWS TIE TO
CORNER (MONUMENT TYPE NOT NOTED).
SECTION CORNER DESCRIPTION CARD 180 BY D.C. ROAD DEPT. (UNOFFICIAL RECORD), LOCATED AT THE DESCHUTES
COUNTY ROAD DEPT. ENGINEERING VAULT, CIRCA 1980 CORNER REFERENCES. SHOWS FOUND 12" PIN.
5" JUNIPER IN FENCE 131.81' (NWLY)
TWIN 8" JUNIPER, 66.00' (SWLY)
(CS02764) PROPERTY BOUNDARY SURVEY BY WALTER F. MILLER, PLS 2111, FOUND 1/7 REBAR FLUSH IN PAVEMENT IN
INTERSECTION, FOR SECTION CORNER. AS WITNESS.
1) RAILROAD SPIKE - N45-1333"E AT 42.39
2) NW CORNER OF ROCK CRIB BEARS N610E AT 60.46 TO A P.K NAIL AND BRASS WASHER STAMPED PLS 2111
3) POWER POLE BEARS S460W AT 38.85' TO A 60d. SPIKE IN SE BASE
4) POWER POLE BEARS N200W AT 66.47' TO A 60d. SPIKE IN SW SIDE
(CS03069) BOUNDARY SURVEY BY JEFF KERN, PLS 1081, FOUND 5J8" IRON ROD.
O.C.R.R. 0925, OREGON CORNER RESTORATION BY MICHAEL L TOMPKINS, PLS 2033, "SET ALUMINUM CAP ON 12" IRON ROD
IN PAVEMENT. BEARING TREES (NTH BRASS WASHER AND NAIL IN FACE - LS 2033)
N450W, 131.72' TO A 10" JUNIPER
S300W, 66.05 TO A 12" JUNIPER
S620E, 60.6U NWLY FENCE CORNER OF ROCK CRIB
N550E, 156.19 TO CENTER TOP NUT OF FIRE HYDRANT
(CS11301) BOUNDARY SURVEY BY RAYMOND E. OMAN, PLS 702, MONUMENT FOUND, TIED FOR CONTROL., SET 310
ALUMINUM CAP GROUTED INTO ASPHALT.
CONTROL MARK DATA 17122500 COGRID #123, BY DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 31/4" ALUMINUM CAP
IN CONCRETE IN ROAD SURFACE.
(CS12473) MINOR PARTITION MP 95-39/CU 95-107 BY JEFFREY A KERN, PLS 1081, SECTION CORNER, FOUND 31/4" ALUMINUM
CAP IN ASPHALT AS PER O.C.R.R. 925 (D.C.S.O.)
(CS13506) MINOR PARTITION MP-98-1, CU-98-27 BY JEFFREY A KERN, PLS 1081, SECTION CORNER, 3" ALUMINUM CAP IN
PAVEMENT, 17122500 (COGS).
(CS13620) GLACIER RIDGE, PHASE 1 BY DAVID R. WILLIAMS, PLS 2686, FOUND 31/4" ALUMINUM CAP, ACCEPTED AS N.E.
CORNER SECTION 35, PER D.G.M.C. AE80.
(CS14618) LOT LINE ADJUSTMENT # LL-01-01 BY RICHARD L. BRYANT, PLS 920, FOUND 3" DESCHUTES CO. ALUMINUM CAP.
(CS15906) LOT LINE ADJUSTMENT # LL-04-02 BY RICHARD L. BRYANT, PLS 920, FOUND 3" DESCHUTES CO. ALUMINUM CAP.
(CS20350) RECORD OF SURVEY, BY BRIAN C. COURSEN, PLS 86998, SOUTHWEST CORNER SECTION 25, 3" ALUMINUM DISC.,
NO LEGIBLE MARKINGS, PER O.C.R.R. 925
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE 1
SOUTHWEST CORNER SECTION 25
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T17S, R12E, W.M. OF
PROJECT #:CT29 DATE:09-29-2023 IDRAWN BY: JKD, KRS IGHECKED BY: JDP DESCHUTES COUNTY, OREGON
FILE NAME: J: CAD Pro" is Surve in OCRR—CORNER CARDS 17122500 CT29 Homb Neff DWG 17122500 CT29 18x24.dw