HomeMy WebLinkAboutOCRR 2040OREGON CORNER RESTORATION RECORD
SECTION 02
DESCHUTES COUNTY
CORNER DESIGNATION
TOWNSHIP 16 S. RANGE 12 E.W.M.
DATE 1 1-3-2021
TYPE OF REPORT
T16S R 12E CONDITION ONLY
NOT FOUND
RENEWED
2 UNRECORDED
SURVEYED IN
SW X REFERENCED OUT
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS:
SEE PAGE TWO OF TWO FOR HISTORY.
DESCRIPTION OF CORNER EVIDENCE FOUND:
COUNTY SURVEYOR'S RECEIPT STAMP
INDEX FILE NO. 2, c) ` o
ALPHA/NUMERIC
CORNER NUMBER
16120200
Central Oregon Coordinate System Information:
Real Time Kinematic (RTK) GPS Observations
were taken on this monument in order to add it
to the Central Oregon Coordinate System
(COCS). This point information is available from
the Deschutes County Surveyor's Office.
COCS Point #: 975
COCS Mark Name: 16120200
FOUND 2" DIAMETER BRASS CAP MARKED AS SHOWN BELOW, 0.1' DOWN IN PAVEMENT AT CL INTERSECTION OF
QUARRY AVE AND 77th STREET.
FROM WHICH:
#1002 FOUND DUPLEX NAIL WITH OLD FLAGGING, UP 1.1' IN NORTH SIDE OF CEC POWER POLE# 128858,
BEARS N70'W 57.29' (57.3' BLM 2012)
#1003 FOUND 2" DIAMETER ALUMINUM CAP MARKED "BLM CADASTRAL SURVEYS DOI WP1 S3 S10 2012",
FLUSH IN DIRT, BEARS S89-W 30.01' (30.00' BLM 2012)
#1004 FOUND MAG NAIL UP 0.6' ON EAST SIDE OF 16" DIAMETER JUNIPER STUMP, 0.6' HIGH,
BEARS N16'E 69.35' (69.5' BLM 2012)
#1005 FOUND MAG NAIL UP 0.4' ON WEST SIDE OF 8" DIAMETER HIGH STUMPED JUNIPER, ABOUT 5' HIGH,
BEARS S10'E 100.91' (101.0' BLM 2012) ALSO, HEALED OVER FACE BLAZES, ABOUT 1' UP & 4' UP, NO
VISIBLE MARKINGS, AND A YELLOW BT SIGN NEAR TOP OF SNAG.
MONUMENT DETAIL
All
F
S3 S2
S10 S11
Rt S 6
FOUND 2" DIAMETER
BRASS CAP
BLM WIRE
& T—POST
FENCE x
x
#1002
#1003 O- — \
0
WIRE
MESH x
FENCE I
SKETCH
w
J
Q
0
#1004 0
F-
Il
WOOD POST z
�i x &WIRE FENCES
#1006
TUBE GATE
X
QUARRY AVE
+#(975 FD. 2" BRASS CAP
X
1 BARBWIRE
i x FENCES
L
n
J 1
#1005
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
LOCATION/COMMENTS:
MAG. DECL. 16' E
BEARINGS BY HAND COMPASS
OR MEASURED TO THE NEAREST
DEGREE WITH TOTAL STATION OR
GPS USING DESC-13 COGRID.
SEE D.C.S.O. FIELD
BOOK 2014, PAGE 72
PERSONNEL PRESENT:
KEVIN SAMUEL, PLS
DAVE FOX
JARED KAPP
FD. = FOUND
I.R. = IRON ROD
EP = EDGE OF PAVEMENT
CL = CENTERLINE
YPC = YELLOW PLASTIC CAP
OPC = ORANGE PLASTIC CAP
PP = POWER POLE
JUN = JUNIPER
#1006 SET 1 1 /2" ALUMINUM CAP MARKED "DESCHUTES CO. REF MON" ON 1 /2" SQUARE BAR, FLUSH, 1.3' WEST OF
5" DIAMETER WOOD FENCE POST, BEARS N31'E 43.53'.
FIRM/AGENCY NAME:
SURVEYOR'S
DESCHUTES COUNTY RENEWAL DATE:
SURVEYOR'S OFFICE 1
6-30-2022
61150 S.E. 27TH. ST.
BEND, OR. 97702
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G 0 N
DECEMBER 28, 2009
KEVIN R. SAMUEL
77040PLS
PAGE ONE OF TWO
OREGON CORNER RESTORATION RECORD
COUNTY SURVEYOR'S RECEIPT STAMP
SECTION 02
DESCHUTES COUNTY
TOWNSHIP 16 S
DATE
RANGE 1 2 E.W.M.
1 1-3-2021
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS:
INDEX FILE NO.
ALPHA/NUMERIC
CORNER NUMBER
Z0440
16120200
08-31-1870 (GLO) SUBDIVISIONAL LINES BY GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER CONTRACT NO. 141,
SET STONE, 16"x9"x6". FROM WHICH A JUNIPER 6" IN DIAM. BEARS N56-E 39 LKS DIST (25.74').
NO DATE MANSFIELD'S CORNER BOOK BY E.G. MANSFIELD, PLS 10, LOCATED AT THE DESCHUTES COUNTY
SURVEYOR'S OFFICE, DIAGRAM FOR T16S R12E SEC 11, SHOWS FD. 1/2" I.R. AND TWO REFERENCES:
NAIL 1N P.P. BEARS NW'LY 56.83'; NAIL 1N P.P. BEARS SE'LY 31.18'.
03-01-1969 (CS01776) SURVEY BY RICHARD W. BURTON, PLS 842, FD. 1/2" IRON ROD. FROM WHICH: A NAIL
IN POLE BEARS NW'LY 56.83'; A NAIL IN POLE BEARS SE'LY 31.18'.
03-01-1969 (CS01785) SURVEY BY RICHARD W. BURTON, PLS 842, FD. 1/2" IRON ROD. FROM WHICH: A NAIL
IN P.P. BEARS NW'LY 56.83; A NAIL IN P.P. BEARS SE'LY 31.18'.
06-04-1969 (CS01734) SURVEY BY RICHARD P. HANKINS, PLS 687, FOUND 1/2" IRON PIN, FROM WHICH:
POWER POLE BEARS NW'LY 57.23'; FENCE COR POST BEARS NE'LY 33.56';
POWER POLE BEARS SE'LY 31.58'.
08-10-1978 (CS01731) SURVEY BY RICHARD CLARK, PLS 1632, FD. 5/8" IRON ROD.
08-12-1979 (CS01738) SURVEY BY NORMAN A. NEWTON, PLS 654, FND. 1/2" I.R. REMONUMENT W/BRASS CAP
IN PVMT.
10-23-1979 (CS01781) MP 79-207 BY CLELL GOODWIN, PLS 1078, FD. BRASS CAP. FROM WHICH: A NAIL IN
P.POLE BEARS NW'LY 57.20'; A NAIL IN P.POLE BEARS SE'LY 31.64'.
02-27-1980 SECTION CORNER DESCRIPTION CARD 387, BY D.C. ROAD DEPT. (UNOFFICIAL RECORD), LOCATED AT
THE DESCHUTES COUNTY ROAD DEPT. ENGINEERING VAULT, CIRCA 1980 CORNER REFERENCES.
SHOWS, 2" BRASS CAP SET IN CONCRETE. FROM WHICH: PLACED DUPLEX NAIL 2.4' UP, S. SIDE
OF P.POLE #44, BEARS N72'W 57.27'; PLACED DUPLEX NAIL 2.0' UP, N. SIDE OF P.POLE #110900,
BEARS S41'E 31.19'.
02-09-1984 (CS01769) MJP 83-002 BY ROBERT R. POVEY, PLS 1652, SHOWS 1/2" ROD.
11-15-1985 (CS01787) SURVEY BY EDGAR W. GRAVES, PLS 980, FND. 2" BRASS CAP IN CONC. BY NEWTON.
06-22-1999 (CS13689) PARTITION PLAT NO. 1999-30 BY WILLIAM R. TYE, PLS 1789, FD. 2" BRASS CAP MARKED
'716S R12E S3 S2 S10 S11 RLS 654". FROM WHICH: SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED 'TYE ENGINEERING", BEARS S89'44'41'W 30.00'.
03-12-2007 (CS17245) PARTITION PLAT NO. 2007-13 BY JERRY D. STICHLER, PLS 2527, SHOWS 2" BRASS CAP
PER CS01738.
03-23-2012 (BLM) DEPENDENT RESURVEY EXECUTED BY MICHAEL 0. JONES, CADASTRAL SURVEYOR UNDER
SPECIAL INSTRUCTIONS, GROUP NO. 2658, FOUND BRASS TABLET, 2" DIAM., TOP 1 " BENEATH THE
PAVEMENT, MKD. '716S R12E S3 S2 S10 S11 RLS 64". FROM WHICH AN ACCESSORY MKD. BY
BURTON, A WOODEN UTILITY POLE NO. CEC 128858, 14" DIAM. BEARS N70 3/4 'W 57.3' DIST,
MEASURED TO A NAIL ON RIGHT SIDE CENTER. AND NEW BEARING TREES:
A JUNIPER, 15" DIAM. BEARS N16-E 69.5' DIST, MKD '716S R12E S2 BT".
A JUNIPER, 5" DIAM. BEARS S10 1/2'E 101.0' DIST. MKD "X` AT BREAST HEIGHT AND 'BT" AT BASE.
FROM THE COR. W. 18' DIST. TO A WOODEN FENCE, EXTENDS S. AND W.
04-21-2020 (CS20198) PARTITION PLAT NO. 2020-17 BY DIRK P. DURYEE, PLS 65694, FD. 2" BRASS CAP
MARKED '716S R12E S3 S2 S10 S11 RLS 654". FROM WHICH: FD. 2" ALUMINUM CAP STAMPED
"WP1 ", BEARS S89'4445"W 30.00'.
04-22-2020 (CS20199) PARTITION PLAT NO. 2020-18 BY DIRK P. DURYEE, PLS 65694, FD. 2" BRASS CAP
MARKED '716S R12E S3 S2 S10 S11 RLS 654". FROM WHICH: FD. 2" ALUMINUM CAP STAMPED
'VP1 ", BEARS S89'44'45"W 30.00'.
FIRM/AGENCY NAME: SURVEYOR'S REGISTERED
SEAL PROFESSIONAL
ADDRESS: DESCHUTES COUNTY RENEWAL DATE: LAND SURVEYOR SURVEYOR'S OFFICE 6-30-2022 ,
61150 S.E. 27TH. ST. C loAr
BEND, OR. 97702 o R E G o i:f
DECEMBER 28, 2009
KEVIN R. SAMUEL
PAGE TWO OF TWO 77040PLS