HomeMy WebLinkAboutOCRR 2080CORNER DESIGNATION
T14S R11E
Ak
ONE
5
FOR REFERENCE ONLY, NO CAP ON MONUMENT
T13S R11E
S33
S5 S4
CC
T14S R11E
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: TROY OTT
LUKE BREWER
MARROTIVF
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO REFERENCE THE CLOSING CORNER THAT LOST THE BEARING TREES DUE
TO THE GRANDVIEW FIRE.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 5/8" IRON ROD FROM WHICH:
FOUND 11" JUNIPER WITH VISIBLE SCRIBING "S513T", DEAD AND STANDING, BEARS S240W 30.5' (RECORD S240W 305)
FOUND 19" JUNIPER WITH BLAZE BADLY BURNT, BEARS S780E 28.9' (RECORD S78-1/20E 28.9).
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
AT POSITION OF FOUND 3-1/4" ALUMINUM CAP, FROM WHICH:
SET A 5/8" X 30" LONG IRON ROD WITH 2" ALUMINUM CAP STAMPED "RM1 LS53270", BEARS S690E, 28.88';
SET A 5/8" X 30" LONG IRON ROD WITH 2" ALUMINUM CAP STAMPED "RM2 LS53270", BEARS S10°E, 65.15';
SET A 5/8" X 30" LONG IRON ROD WITH 2" ALUMINUM CAP STAMPED "RM3 LS53270", BEARS S200W, 55.82
SET A 5/8" X 30" LONG IRON ROD WITH 2" ALUMINUM CAP STAMPED "RM4 LS53270", BEARS S480W, 81.07'.
ATTACHED 54-9 SIGN TO EXISTING T-POST 5' SOUTH OF IRON ROD.
NEW REFERENCE MONUMENTS WERE SET ON NOVEMBER 6, 2024.
NOTE: BEARINGS MEASURED TO THE NEAREST DEGREE BY GPS.
BASIS OF BEARINGS
BEARINGS ARE BASED ON GPS SURVEY
MEASUREMENTS USING THE WGS 1984 ELLIPSOID AND
A TRANSVERSE MERCATOR MAPPING PROJECTION WITH
THE FOLLOWING PARAMETERS:
ORIGIN OF LATITUDE = 44'27'57.54256"N
ORIGIN OF LONGITUDE = 121'23'33.38604"W
SCALE FACTOR = 1.00000000
SKETCH
S33 S7B.E
FOUND 19" DIA
% / �, JUNIPER DEAD AND
STANDING
/ 'c'v/ 'CPO
c.
C:5 co
Iry
/ U '
FOUND 11 DIA RM3
RM4 JUNIPER DEAD AND
STANDING AS PER
THE STEVENS RM2
CADASTRAL.
0 30 60
SCALE 1" = 30'
TYPE OF REPORT INDEX FILE NO: LJ��
CONDITION ONLY: ALPHA/NUMERIC y
RENEWED: CORNER NUMBER: 14110080
SURVEYED IN:
REFERENCED OUT: X
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
06-13-1904 ORIGINAL CORNER ESTABLISHED BY EDWARD T SHARP, UNDER GLO CONTRACT NO. 756 DATED JUNE 13, 1904.
SET A BASALT STONE 16X12X61NS. 10 INS. IN THE GROUND FOR CLOSING COR. OF SECS 4 AND 5115 LKS S89046'E
OF COR. OF SECS. 32 AND 33 T13S R11E MARKED C.C. ON S WITH 4 GROOVES ON E AND 2 GROOVES ON W. FACE
FROM WHICH A JUNIPER 8 INS. BEARS S810E 44LKS. DIST. MARKED "T14SR11 ES4BT'. A PINE 16 INS. DIAM. BEARS
S270W 60LKS DIST. MARKED 'T14SR11 ES5BT'.
04-18-1979 DESCHUTES COUNTY PLAT NO.438 SQUAW CREEK CANYON PHASE 1. A SUBDIVISION IN SECTIONS 4 AND 5 CS#
09870, ON APRIL 18, 1979 JAN M. WICK, PROFESSIONAL LAND SURVEYOR, CERTIFICATE NO. 1539, FOUND ONE BT.
SET A 5/8" IRON ROD.
01-04-1990 STEVENS CADASTRAL SURVEY BY FREDERICK A. AST, JR. JANUARY 4, 1990. CS00107. FOUND 5/8" IRON ROD
3.26' NORTHERLY OF LINE RISING 0.1', ON SOUTH SIDE OF ROAD. FOUND BEARING TREES: S78-1/20E 28.9; 19"
JUNIPER; S240W 30.5' 10" JUNIPER.
08-11-1999 BOUNDARY LINE ADJUSTMENT LL-98-89, CS13777 BY FREDERICK A. AST JR. AUGUSTA 1-1999, FOUND 5/8"
IRON ROD 3.26' NORTH OF SECTION LINE PER "1", DID NOT SET MONUMENT AT TRUE POSITION.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
'9;od P. cz;s'
r
srOREGON
JAN. 15, 2002
DD R. CATTERSON
53270
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