HomeMy WebLinkAboutSurvey 21024RECORD OF SURVEY
-PROPERTY LINE ADJUSTMENT -
BETWEEN TRACTS OF LAND IN THE NE 1/4 OF SECTION 10,TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON - PLANNING FILE NO. PLPLAM20211140
DESCHUTIES COUNTY SURVEYOR
01 ZZ3 13Y: Coo l l i s
LEGEND
= FOUND PER NOTED RECORD
p = SET 5/8" IRON ROD WITH YELLOW PLASTIC
CAP MARKED "SCE&S"
(R1) = CAMBRIA P.U.D. BY M. TYE (CS16919)
MONUMENT= 5/8" IRON ROD W/YPC MARKED "SCE&S"
(R2) = SURVEY BY L. MILLER (CS16254)
MONUMENT= 5/8" IRON ROD WITH CAP AS NOTED
MARKED "TYE ENGINEERING"
(R3) = SURVEY BY ROB KARL (CS03877)
(134) = SURVEY BY PATRICK COLE (CS20755)
MONUMENT= 5/8" IRON ROD W/YPC MARKED "HWA"
(R5) = CAMELOT BY GARY DEJARNATT (CS06121)
MONUMENT= 5/8" IRON ROD W/YPC MARKED
"DEJARNATT LS 2208"
(D1) = DOCUMENT NO. 2019-43161
W/YPC= WITH YELLOW PLASTIC CAP
(C) CALCULATED (M) = MEASURED
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY WAS TO MONUMENT A PROPERTY
LINE ADJUSTMENT BETWEEN THOSE TRACTS DESCRIBED IN
DOCUMENT NO. 2020-45996 AND 2020-45997, DESCHUTES
COUNTY OFFICIAL RECORDS, AND AS APPROVED IN CITY
PLANNING FILE PLPLAM20211140, AND PER OUR CLIENT'S
DIRECTION.
THE BASIS OF BEARINGS FOR THIS SURVEY IS A PART OF THE
WEST LINE, BETWEEN RECORD MONUMENTS SET OR FOUND IN
(R1), WITH THE BEARING TAKEN FROM (R1).
THE BASIS OF BEARING MONUMENTS, MONUMENTS ON THE
CENTERLINE OF BAPTIST WAY, AND MONUMENTS TO THE NORTH
FROM (R1) AND (R2), WERE HELD PER (R1) AND HELD FOR THE
WEST LINE AND SW CORNER OF THE SUBJECT PROPERTIES.
THE NW CORNER WAS ESTABLISHED AT RECORD (DEED & R3)
DISTANCE FROM THE SW CORNER.
THE NORTH AND SOUTH LINES WERE HELD AT RECORD (DEED & -
R3) DIRECTION FROM THE WEST LINE.
THE EAST LINE WAS HELD AT RECORD (DEED, R3 & R5)
DIRECTION FROM THE MONUMENTS FOUND TO THE NORTH PER
(R4).
THE ADJUSTED LINE WAS THEN MONUMENTED AS SHOWN.
MONUMENTS SET OR FOUND DURING THE COURSE OF THIS
SURVEY ARE AS SHOWN ON THE SUBJOINED SURVEY MAP.
SURVEYOR'S CERTIFICATE:
I, DANIEL T. BURTON, REGISTERED PROFESSIONAL LAND
SURVEYOR NO. 2248 IN THE STATE OF OREGON, DO HEREBY
CERTIFY THAT I OR THOSE UNDER MY DIRECT SUPERVISION
HAVE MADE A SURVEY OF THE LANDS SHOWN ON THIS PLAT
OF SURVEY AND FURTHER CERTIFY THAT SAID LANDS WERE
CORRECTLY SURVEYED ACCORDING TO STATE STATUTES AND
TIME RULES OF COMMON LAW.
(R1)-CAP GONE
HELD
REED MARKET ROAD
(R2)-CAP GONE
50'
SO' 14'32"W 19.72'(M) 20.00'(R1) S89'24'26"E 60.19'(R4'
S89'45'25" 60.20'(M)
(R2)-W/YPC-HELD --►
S44'20'11 "E 21.42'(M)
N44'45'59"W 21.21'(R1)(R2)
L 11
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G
38.30'(M)--/
38.00'(R1)
(R2)-CAP GONE
HELD
23'
(R1)-CAP GONE
HELD
NORTHERLY CORNER
TRACT 'B'
(R1)-CAP GONE
HELD PER (R1)
AS RNV INTERSECTION
(NOT PROPERTY CORNER)
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PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, 1 C., 920 SE AR OUR RD BEND, OR
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(R4)-HELD
N89'4525"W M R1 R2 R3 155.85' M R4
S89'24'26"E(R4)
i�1�0- 14'09"W 10.00'(M) SO' 15.45"W 10.00'(M)
N00'35'08"E 10.00'(R4) S00 36 38"W 1 0.00(R4)
(R4)-HELD
12.00'
(M)(R1)
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
Cl(M)
155.00
181.93
171.66
N33°52'01 "E
67- 14'57"
C1(R1)
155.00
181.88
171.63
N33°52'03'E
671359'
L 11
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S89'49'51 "E 165.79'(R3)
N89'50'03"W 165.67'(M)
------------------------
SET IN ASPHALT
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ADJUSTED
NORTH TRACT
BEFORE: 21,882 SQ. FT.
AFTER: 32,224 SQ. FT.
DOCUMENT NO_
2023-00823
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1 OLD LINE
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it C4
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NEW LINE
vN 1 ' S89'34'04"E 165.60'(M)
zoo M SET IN CONCRETE
M ADJUSTED
°° T SOUTH TRACT
N
0 N BEFORE: 21,876 SQ. FT.
8, CA o o AFTER: 11,533 SQ. FT.
G� r DOCUMENT NO.
1� iap XN 2
c 0 0 2023-00822
WEST 20.16'(M) 1 " ,
20.00'(R1)(K2-8882
1 N89'58 43 E 165.71 (R3)
' i_ S89'58'55"W 165.58'(M)
--------------------
(R2)-W/1.9'��� (R2)-W/1.5"
ALUMINUM CAP ALUMINUM CAP -HELD
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(R4)-HELD
(R4)-HELD
(R5)
HELD
N89'45'25"W(M)(R5)
135.62'(M) 135.94'(R5)
LO ELpT
C,
TRUE CORNER POSITION
OBSTRUCTED BY FENCE.
SET REFERENCE MONUMENT
SOD 15'45'W 1.00'
GPM��pT
N89'57'22"W 135.55'(M)
S89'4525"W 135.86'(R5) HELD
SET IN
FENCE
CONCRETE
SET IN CONCRETE
CLIENT: KRUGER
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W.O. # 8853-0�
SCALE: 1 "=40'
0 40
JAN UARY 2023
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 15, 1987
DANIEL T. BUKON
11. 2248
RENEWS 12/31 /23
PLATE ONE OF ONE
MM.
CS 21o2a-