HomeMy WebLinkAboutSurvey 21634N
0 30 60 90
ill = 30'
RECORD OF SURVEY
LOT 1, BLOCK 9, TILLICUM VILLAGE THIRD ADDITION
IN THE SW 1/4 OF SECTION 9,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
09/25/2025
1/2" I.R. SET IN (R1)
1 /2" I.R. W/Y. P.C.
STAMPED "SCE&S"
HELD AS NW CORNER LOT 3
SET IN (R2) HELD AS NE CORNER
9°52'16" E
ADJUSTED LOT 3
•
107.11'
S 89°43'50" E, 107.03' (CALCULATED PER R2)
11
NARRATIVE -
THE PURPOSE OF THIS SURVEY WAS TO DETERMINE AND MONUMENT THE BOUNDARY OF LOT 1, BLOCK 9, TILLICUM
VILLAGE THIRD ADDITION. LOT 1, BLOCK 9 DOES NOT CLOSE MATHEMATICALLY.
THE BASIS OF BEARINGS WAS THE NORTH RIGHT-OF-WAY LINE OF AHHA LANE AS MEASURED BETWEEN FOUND
M
MONUMENTS.
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LOT 3
ESTABLISHED THE SOUTHEAST CORNER OF LOT 1 AT ITS RECORD POSITION FROM THE FOUND MONUMENT MARKING
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THE POINT OF CURVATURE IN THE NORTH RIGHT-OF-WAY LINE OF AHHA LANE.
I ESTABLISHED THE WESTERLY END OF THE RIGHT-OF-WAY LINE CURVE MARKED "C2" AT ITS RECORD POSITION PER
(R1) FROM THE FOUND MONUMENT MARKED "A" ON SAID RIGHT-OF-WAY LINE.
ESTABLISHED THE SOUTHWEST CORNER OF LOT 1 AT ITS RECORD POSITION PER (R1) FROM THE NW CORNER OF
LOT 3.
ESTABLISHED THE NORTHEAST CORNER OF LOT 1 AT ITS PROPORTIONATE POSITION ON A LINE FROM THE
NORTHEAST CORNER OF ADJUSTED LOT 3 AND THE THE SOUTHEAST CORNER OF LOT 1.
I
IT DOES NOTAPPEAR THAT DEEDS WERE FILED TO PERFECT (R2).
A CURB LINE CROSSES THE NORTH LINE OF LOT 1.
LEGEND
SET 30" X 5/8" I.R. W/YPC STAMPED "AXIS MAPPING AND SURVEYING", UNLESS OTHERWISE NOTED
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Q FOUND MONUMENTAS NOTED
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Y.P.C. YELLOW PLASTIC CAP
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I.R. IRON ROD
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LOT 2 °O
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(*R) MEASURED = RECORD DATA
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RECORD SURVEYS
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(R1) TILLICUM VILLAGE THIRD ADDITION BY RICHARD H. GRAUE: RECORDED 12/14/1973, CS 10194
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SET AT BOTTOM
(R2) RECORD OF SURVEY BY JAMES R. TYE, FILED 08/29/1989, CS 10196
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SET NAIL AND WASHER STAMPED "LS 78048"
OF NORTH
Q
IN THE TOP OF A CURB
CURB STRADDLES LINE
CURB FACE
CURVE DATA
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W
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N 89007'43" E
104.25'
N 89°19'50" E, 103.23' (R1)
LOT 1
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CD
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CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTAANGLE
C1
73.59'
17.79'
17.74'
S 85006'04" W
13050'59"
C1 R1
73.589'
18.669'
18.619'
S 84059'19" W
14032'08"
C2
139.89'
82.48'
81.29'
S 85003'08" E
33046'59"
C2 R1
139.891'
81.949'
80.782'
N 84044'52" W
33033'51"
C3
139.89'
8.15'
8.15'
I N 66018'06" W
3020'12"
C3 R1
139.891'
8.147'
8.146'
IN 66018'06" W
3020'12"
I 5/8" I.R. "A" SET IN (R1)
HELD
5/8" I.R. SET IN (R1)
C2 HELD AS POINT OF CURVATURE
C1 OF RIGHT-OF-WAY LINE
C3 • CLIENT
S 78°28'12" W 4.15' (*R1) e'`IS/ 5/8" I.R. SET IN (R1) JEFFREY C & LOCKIE E RUSSELL
SOFe HELD AS RIGHT-OF-WAY LINE FAMILY TRUST ,q 40
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�R�� REGISTERED
(40 DESCHUTES COUNTY SURVEYOR PROFS AL
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4ObROON
0VEMBER 9, 2010
JOHN K. LUCEY
78048
AXIS MAPPING & SURVEYING COMPANY 1254 NW FRESNO AVENUE, BEND, OR 97703 541-728-8474 RENEWAL: 12/31/26