HomeMy WebLinkAboutSurvey 20349FOUND 5/8" IRON ROD WITH ��7 48 38„
YELLOW PLASTIC CAP STAMPED 483 „ W 29
"SCE&S", BENT, SHOT AT SPIN N>>'g8. \S�) 22 SS,, 292 45,, (R3) ADJUSTED LOT 3,
POINT PER (R2) S>> 48 3 p��41. W $ 9 21, - E 292 (R2) BLOCK 2, EAGLE
E 768.95. (R' 76' RIDGE PER
(R ) RIDGE
339
� 2)
FOUND 5/8" IRON ROD WITH 123
YELLOW PLASTIC CAP STAMPED S�� SS'
"SCE&S" PER (R2) / / Sj�? 4835?2
48 34 �W 723 S1,
23 49(RR1)
2)
LOT 9
FERGUSON COURT, LOT 8
/ FERGUSON COURT,
PHASE II PHASE II
FOUND 5/8" IRON ROD,
NO CAP PER (R1)
S89'39'12"E 197.10' (R1)
N89'1338"W
197.27'
SCALE: 1 "=50'
INSTRUMENT NO. 2020-32482
FOUND 5/8" IRON ROD „� ��o ry LOT 7
WITH YELLOW PLASTIC FERGUSON COURT,
ry
CAP STAMPED "HWA" �ry�O '�
PER (R1) PHASE 11
10 � 11
E 1 /4 CORNER SECTION 10
2" BRASS CAP, LOCATION PER
CENTRAL OREGON COORDINATE
SYSTEM
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to fif N
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W to n
to
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N 0 CN
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0
40.00'
-- SET NAIL AND 1" BRASS N
WASHER STAMPED "TYE
FOUND 5/8" IRON ROD,
ENG." IN BOULDER
NO CAP, BENT, SHOT AT
SPIN POINT, PER (R1) �
�2
R,Sp,
FOUND MAGNAIL IN
ASPHALT
DRIVEWAY, ORIGIN
UNKNOWN, HELD n
W
LOT 6
FERGUSON COURT,
PHASE II
1 �
I
FOUND 5/8" IRON ROD
WITH YELLOW PLASTIC
C�
CAP STAMPED HWA
/ PER (R1) I
G / LOT 5
i FERGUSON COURT I
PHASE II
i
STEERED
F IONAL
L S RVEYOR
I
OREGON
May 12, 2010 LOT 4
DIRK P. DURYEE FERGUSON COURT
65694PLS SUBDIVISION
RENEWS: 12/31 /21
I -
SECTION CORNER
FERGUSON ROAD FCCAPDPERI OCRR R1310 10 11
15 14
t-~- CALCULATED
POSITION
Lo
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N W
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N
N O
0 b
Z o z
RECORD OF SURVEY
RUSSELL PROPERTY ON FERGUSON COURT
LOT 7, FERGUSON COURT, PHASE II
LOCATED IN THE SE 1 /4 SE 1 /4 OF SECTION 10,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, D ESCH U TES COUNTY, OREGON
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE PROPERTY CORNERS OF LOT 7, FERGUSON COURT, PHASE II (R1).
MONUMENTS FOUND AT THE WESTERLY CORNERS OF SAID LOT 7 AS SHOWN FIT WELL WITH RECORD AND WERE HELD.
TO ESTABLISH THE MISSING CORNERS ALONG THE WESTERLY RIGHT OF WAY OF 27TH STREET WE HELD A LINE OFFSET 40 FEET FROM AND PARALLEL
WITH THE SECTION LINE BETWEEN SECTIONS 10 AND 11. WE CALCULATED THE NORTHEAST CORNER OF LOT 8, ON A LINE FROM THE FOUND
MONUMENTS ALONG THE NORTH LINE OF LOT 9, EXTENDED TO THE 40.00 FOOT RIGHT OF WAY. WE HELD THE RECORD DISTANCES ALONG THE WEST
RIGHT OF WAY OF 27TH STREET TO ESTABLISH THE NORTHEAST CORNER AND POINT OF CURVATURE ALONG THE EAST LINE OF LOT 7. WE HELD THE
RECORD RADIUS FROM THIS CALCULATED POINT OF CURVATURE AND A FOUND MONUMENT AT THE SOUTHEAST CORNER OF LOT 6. WE FUTHER SINGLE
PROPORTIONED THE CURVES C2 AND C3 TO ESTABLISH THE SOUTHEAST CORNER OF LOT 7.
WE ESTABLISHED THE SOUTHERN LINES OF LOT 7 BY PLAT DISTANCES FROM A FOUND MAGNAIL LOCATED IN THE ASPHALT DRIVEWAY AND THE
CALCULATED SOUTHEAST CORNER OF LOT 6. THE ORIGIN OF THE MAGNAIL IS NOT KNOWN BUT IT FIT WELL WITH RECORD AND WAS HELD.
THE BASIS OF BEARING FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM, SEE NOTE BELOW.
LEGEND
0 FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
(R1) FERGUSON COURT, PHASE II BY PHILIP BALDNER,
PLS 2489, FILED 5-19-1994, CS11844
(R2) EAGLE RIDGE BY MICHAEL TYE, PLS 1046, FILED
5-8-1990, CS06959
(R3) FERGUSON COURT SUBDIVISION BY GARY HICKMAN,
PLS 1678, FILED 1-9-1992, CS07195
(R4) SURVEY BY JEFF KERN, PLS 1081, FILED
11-26-1976, CS03901
F
A
DESCHUTES COUNTY SURVEYOR
FILED ///q/2-OzO BY. 2e.�� cof
LINE TABLE
RECORD LINE TABLE
LINE
LENGTH
DIRECTION
LINE
LENGTH
BEARING
L1
50.04'
S63'33'58"W
L1 (R1)
50.00'
S63'11'24"W
L2
103.37'
S69'14'57"E
L2 (R1)
103-37'
S69-33'50"E
L3
111.30'
N62-28'22"E
I L3 (R1) 1
111.30,
N61'59'04"E
CURVE TABLE
RECORD CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1
30.54'
50.00'
15.76'
N18'59'28"W
30.07'
34'59'38"
Cl (R1)
30.47'
50.00'
15.72'
N19'30'06"W
30.00,
34'54'55"
C2
21.16'
1472.43'
10.58'
S00'17'17"W
21.16'
0-49'24"
C2 (R1)
21.18'
1472.43'
10.59'
S00'04'37"E
21.18'
00'49'27"
C3
147.83'
1472.43'
73.98'
S02'59'59"E
147.77'
5-45'08"
C3 (R1)
147.98'
1472-43'
74.05'
S03'22'05"E
147.98'
05'45'30"
C4
168.99'
1472.43'
84.59'
S02'35'17"E
168.90'
6'34'33"
BASIS OF BEARINGS AND CONTROL
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE
STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH TOPCON
HIPER GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED
COORDINATES. THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLODENKSY
TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29
2554_Russell-Ferguson Ct bdry.dwg