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SECTION 5
S 1/4 COR.
oSECTIION 32
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56.57' PE
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S 89*59'18" E 659.92'
603.35;
S 89°58'46" E
- 22.53'
S 89°58'46" E 330.29'
(S 89°58'45" E 330.33-1
S 89058'46" E 307.76'
S 89058'30" E 330.46'
S 89°58'30" E 324.95'
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N 89°54'43" E 44.88'
IN 89°59'46" W 44.841
(I oo° {N N 89*58'14" W 330.62'
I 88°58' W 330.66') 808-800
v x N 89°58'14" W 345.11' 808-102
N 89°52'46" W 300.50'104-102
[N 89°59'46" W 300.56'1
N 89°56' E 300.60' Ri
S 89°59'18" E 1319.84'
IS 89-59-30" E 1319.97)
<S 89°56'24" E 1319.285
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BOUNDARY SURVEY OF THAT PROPERTYAS DESCRIBED
EAST 1/16 COR. IN THE DEED RECORDED AS
- -
s8s°Ss'16"E659.92' ^oh VOLUME 235 PAGE 113AND BEING THE SW1/4SW1/4
NW1/4-NE1/4 AND THAT PORTION OF
THE SE1/4-SE1/4-NE1/4-NW1/4 LYING EAST OF THE DALLES
- CALIFORNIA HIGHWAY IN
SECTION 5, TOWNSHIP 17 S., RANGE 12 E.W.M.,
DESCHUTES COUNTY, OREGON.
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S 89°58'46" E 330.29'
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66048'
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N 89°58'14" W 1322.49'
IN 89°59'46" W 1322.571
{(N 89°58' W 1322.66'))
\ N 89°58'14" W 1336.98'
IN 89°59'56" W 1337.06-1
BASIS OF BEARINGS NOTE
C-N 1/16 COR. THE BASIS OF BEARINGS IS GPS DERIVED PER THE OREGON
COORDINATE REFERENCE SYSTEM LOCAL DATUM PLANE
BEN D-REDMON D-PRIN EVILLE ZONE
N 89°58'14" W 661.25'
E
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NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO FIND OR SET THE MONUMENTS THAT DEFINE THE
BOUNDARIES OF THE PARCEL OF LAND AS SHOWN.THE NORTH AND EAST LINES OF THE
NW1/4NE1/4 WERE CONTROLLED BY MONUMENTS 100,105, AND 106 WITH THE SOUTH AND WEST
LINES CONTROLLED BY CALCULATING THE CN 1/16 CORNER ATA POINT ON LINE BETWEEN
FOUND MONUMENTS 102 $ 106ATA DISTANCE OF 14.49' EASTERLY OF MON. 102. THEN THE
BREAKDOWN OF THE NW1/4NE1/4 WAS COMPLETED. TO DETERMINE THE EAST R/W LINE OF
THE OLD BEND-REDMOND HIGHWAY I FIRST ROTATED DEJARNATT'S CURVE CHORD BEARING
0°00'49" CW TO MATCH MY BEARINGS THEN CALCULATED HIS POSITION FOR THE SOUTH
END OF THE CURVE (900). NEXT, THE 2894.79' RADIUS POINT WAS CALCULATED WITH A
DISTANCE -DISTANCE INTERSECTION FROM (900) AND FOUND MON. 102. WITH THE RADIUS
POINT CALCULATED THE NORTH END OF THE CURVE WAS DETERMINED BY INTERSECTING
FROM THE RADIUS POINT WITH A LINE FROM POINT (903) ON COLVIN'S BEARING ROTATED
0°01'35" CW.
X TIC MARK- CALCULATED POINT ONLY
SET AN ORANGE PLASTIC CAP (OPC) MARKED WITH LS 2253
O ATOP A#5 REBAR AS DESCRIBED IN THE MONUMENT TABLE
FOUND A MONUMENT AS DESCRIBED IN THE TABLE
FOUND A MONUMENT ON THE SECTION LINE/
WC>da TOWNSHIP LINE
XXXX DATAAS MEASURED OR CALCULATED
() CS02218 BY T. BURTON
{) CS02229 BY R. BURTON
[] CS11849 BY DEJARNATT
< > CS02032 BY HAWTHORNE
R1 CS02224 BY R. BURTON
R2 CS02220 BY T. BURTON
R3 CS02241 BYE. GRAVES
R4 OSHD REDMOND-BEND HIGHWAY MAP DRG NO. 21318-3 DATED 5/30/1920
Curve Table
CURVE
DELTA
RADIUS
ARC
TANGENT
BEARING
HORIZ DIST
C1
2°36'40"
2894.79'
131.93'
65.97'
S 04°01'09" W
131.91'
C2
2°55'20"
2894.79'
147.64'
73.83'
S 06°47'09" W
147.62'
C3
5°32'00"
2894.79'
279.56'
139.89'
S 05°2849" W
279.45'
C3-R4
5°32'
2894.79'
279.56'
N 05'28'E
279.45'
(C2)
2°55'20"
2894.79'
147.64'
S 06'46'20" W
147.62'
C2-R1
2°54'58"
2894.79'
147.38'
S 06°41'31" W
147.32'
MONUMENT TABLE
100) 3-1/4" DCSO ALUM. CAP FLUSH, 9' WEST OF PAVEMENT, 3.5' EAST OF #4 REBAR, 5'+/-
EAST OF LARGE ROCK CRIB
102) #5 REBAR 0.4' UP AT S. EDGE IRRIGATION DITCH, LEANS SLIGHTLY NORTH
103) 1-3/4" OD IRON PIPE 0.6' DOWN, 0.7' N. OF SMOOTH WIRE FENCE
104) #4 REBAR 0.2' DOWN, 0.8' NORTHERLY OF PIPE FENCE CORNER
105) 2-1/2" DIA. BRASS CAP BY M. TYE ON PIPE 0.1' UP, 0.6' SE'LY. OF PIPE FENCE CORNER
106) #5 REBAR 0.1' UP, 1' S. OF "T" POST FENCE CORNER
808) SET OPC ATOP A #5X30" REBAR 0.1' DOWN, V N. OF FENCE
810) SET OPC ATOP A #5X8" REBAR 0.2' UP DRILLED IN BEDROCK, IN OLD N-S FENCE LINE
811) SET OPC ATOP A #5X24" REBAR FLUSH IN ROCK OUTCROP, 14' EAST OF EDGE OF PAVEMENT
NE 1/16 COR.
46 II REGISTERED
PROFESSIONAL
LAND SURVEYOR
C.
SCOTT C. FRESHWATERS
JANUARY 15, 1987
2253
RENEWS 12/31/2023
SCOTT C. FRESHWATERS, PLS
P.O. BOX 4524
SUNRIVER, OR 97707
541.593.1792 OFFICE
JUNE 02, 2022
CLIENT. TED HURD
#10777
N
O
CID
40
CS 20873