HomeMy WebLinkAboutOCRR 2079MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: TROY OTT
LUKE BREWER
NARRATIVE
CORNER DESIGNATION
T13S R11E
33
SW
MONUMENT DETAIL
T13S
S32 S33 R
S5 E
T14S
PLS 1938
1989 ,
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO REFERENCE THE STANDARD CORNER THAT LOST THE BEARING TREES
DUE TO THE GRANDVIEW FIRE.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 3-1/4" ALUMINUM CAP FLUSH WITH THE GROUND MARKED AS SHOWN, IN A 1' STONE MOUND, FROM WHICH:
FOUND 14" JUNIPER WITH SCRIBING "T13SR11ES32BT", DEAD AND STANDING, BEARS N350W 21.9' (RECORD N350E 21.9')
FOUND 26" PONDEROSA PINE WITH BLAZE BADLY BURNT, BEARS N490E 168.5' (RECORD N490E 1705).
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 N520E, 38.98';
SET A 5/8" X 30" LONG IRON ROD WITH 2" ALUMINUM CAP STAMPED "RM2 LS53270", BEARS N200E, 48.74 ;
SET A 5/8" X 30" LONG IRON ROD WITH 2" ALUMINUM CAP STAMPED "RM3 LS53270", BEARS N230W, 49.56 ;
SET A 5/8" X 30" LONG IRON ROD WITH 2" ALUMINUM CAP STAMPED "RM4 LS53270", BEARS N770W, 37.66'.
ATTACHED 54-9 SIGN TO EXISTING STEEL T-POST 5' NORTH OF 3-1/4" ALUMINUM CAP.
NOTE: BEARINGS MEASURED TO THE NEAREST DEGREE BY GPS.
NEW REFERENCE MONUMENTS WERE SET ON NOVEMBER 6, 2024.
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 = 44'2757.54256"N
ORIGIN OF LONGITUDE = 121'23'33.38604"W
SCALE FACTOR = 1.00000000
FOUND 26" DIA
PONDEROSA PINE
DEAD AND STANDING, �ft
/►go
/i
RM3 /
n �RM2 /
FOUND 14" DIA
JUNIPER DEAD AND
STANDING N35'W - ry N
21.9' 2/� X RM 1
RM4.
• 66'� --S3 S33
TYPF OF REPORT
CONDITION ONLY:
RENEWED:
SURVEYED IN:
REFERENCED OUT:
INDEX FILE NO:
ALPHA/NUMERIC
CORNER NUMBER: 13113300
X
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-20-1870 ORIGINAL CORNER ESTABLISHED BY JOHN MCCLUNG, UNDER GLO CONTRACT NO. 138 DATED AUGUST 20, 1870.
N89036'W ON TRUE LINE 80.00 SET STONE 10X10X7 INS, SECTION 4,5,32 AND 33. A PINE 14 INS. DIAM. BEARS
N68-1/20W 68LKS DIST.
06-13-1904 EDWARD T SHARP, UNDER GLO CONTRACT NO. 756 DATED JUNE 13, 1904. NORTH, 002-W ON A RANDOM LINE 80.50
INTERSECT N. BOUNDARY OF TP 115LKS EAST OF ESTABLISHED COR OF SECS 4,5,32,33 WHICH IS A BASALT
STONE 5X10X7 INS. ABOVE GROUND FIRMLY SET MOUND AND WITNESSED AS DESCRIBED BY THE SURVEYOR
GENERAL. IN ADDITION THERE TO I ESTABLISHED THE FOLLOWING BEARING TREE FROM SAID COR, A PINE 18 INS.
DIAM. BEARS N210E 256LKS DIST. MARKED 'T13SR11 ES33BT'. MY CLOSING WITH THE OLD WORK INCLUDING THE
PRESCRIBED LIMITS I RETRACE MY LINE BET SECS 4 AND 5 AND FIND MY WORK PRACTICALLY CORRECT.
12-19-1989 RECORD OF SURVEY "STEVENS CADASTRAL SURVEY" CS00107 BY FRED A. AST JR. DATED DECEMBER 19, 1989.
SET 3-1/4"ALUMINUM CAPPED 2-1/2" X 30" ALUMINUM PIPE FLUSH WITH GROUND. FOUND ORIGINAL BEARING
TREE EVIDENCE: N490E, 170.5' - 25"P PINE SCRIBES VISIBLE (SHARP); N68-1120W, 44.9` - STUMP HOLE (MCCLUNG)
SCRIBED BEARING TREES: 11" JUNIPER - N350W, 21.9' (T13SR11 ES3213T)
9-21-1999 BOUNDRY LINE ADJUSTMENT BY FRED A. AST JR, FOUND 3-1/4" ALUMINUM CAPPED PIPE.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
,6;0 A,6 auww-t
2fisJt; OREGON
JAN. 15, 2002
TODD R. CATTERSON
53270
itswr s I Z %3,/ZS
0 30 60
SCALE 1 " = 30'
