HomeMy WebLinkAboutSurvey 2086535 T. 21 S.
/. 72�7(A) T. 22 S.
RECORD OF SURVEY
FOR PROPERTY LINE ADJUSTMENT
SITUATED IN THE NW 1/4 OF THE NE 1/4 (GOVERNMENT LOT 2) OF SECTION 2, TOWNSHIP 22 SOUTH,
RANGE 10 EAST, W.M. CITY OF LA PINE, DESCHUTES COUNTY, OREGON
CITY OF LA PINE FILE NUMBER 01LLA-21
S89033'03"E 1326.88' N89'33'23"W 1326.78' [9]
S89'33'03"E 663.44' BASIS OF BEARING
S89'33'03"E 663.40' [1 ]
S89'33'03"E 663.405 [2]
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168.650
304.14' T
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INST. NUMBER I N
1989-33168
BEFORE = 122,439 SF
AFTER = 111,598 SF
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53'N89'27'30"W 233.11'131-\Il
134.599
(H)
• " IS89'27',95"E
130.50
BURGESS ROAD
S89'33'03"E 663.44'
S89'33'03"E 663.40' [1 ]
S89'33'03"E 663.405 [2]
SURVEY NARRATIVE
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'E\1/16 THE PURPOSE OF THIS SURVEY IS TO ADJUST THE BOUNDARY BETWEEN PROPERTY
DESCRIBED IN INSTRUMENT NUMBER 1989-33168 AND THE PROPERTY DESCRIBED IN
INSTRUMENT NUMBER 2001-52325 PER CITY OF LA PINE FILE NUMBER 01LLA-21, AND
ALSO TO MONUMENT THE CORNERS OF THE PROPERTIES DESCRIBED IN INSTRUMENT
NUMBERS 2019-47834, 2021-8757, 2019-21588, AND 2017-19994.
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195.67'
165.57'
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INST. NUMBER
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INST. NO.
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2001-52325
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2019-47834
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2021-8757 M
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203.74'
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INST. NO.
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2019-21588
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PARCELS
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1 AND 2
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S89'26'52"E 661.10' [2]
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INST. NUMBER
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S89'26'52"E [21
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2018-23917
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INST. NO.
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2017-19994 M
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PARCEL 1 3
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N89'24'33"W 659.94' [3]
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N89'24'04"W 660.01'
•- 165.00" 165.00'
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.- 165.00'
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N4'18'16"W 8.80(M) 204.25'
;
N04'19'56"W 8.92' [3]to (L) 1
0
LEGEND
V_3
N
•
DENOTES MONUMENT FOUND AS SHOWN
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(F) O
DENOTES 5/8" x 30" IRON ROD WITH ORANGE
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PLASTIC CAP INSCRIBED BECON»SET
( )
I
SURVEY RECORD INFORMATION00
I
M
[ ]
SURVEY RECORD REFERENCE
❑
NOTHING FOUND NOTHING SET 1
z 0 100
Zoo YPC
1 "=100'
YELLOW PLASTIC CAP
I
OPC
ORANGE PLASTIC CAP 1
DCSR
DESCHUTES COUNTY 1
SURVEY RECORDS I
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N89'21'04"W 1317.72" N89'21'30"W 11317.59' [1 ] S89'20'39"W 1317.60' [2]
CN 1/16
•r
N89'21'04"W 658.86'
.,. ,,.
N4'38 52 W 1329.78
N04'39'20"W 1329.78' [1 ]
(B) CN 1/4
(0) z
_S89'2349"E
0
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PROJECT NO.: 19148
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CLIENT: SHIELDS
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DATE: 5/19/2022
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DRAWN BY: EJH/GR
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BOUNDARY ELEMENTS WERE DETERMINED AS FOLLOWS: THE EXTERIOR BOUNDARY OF
THE NW 1/4 OF THE NE 1/4 WAS DETERMINED BY HOLDING FOUND MONUMENTS (A),
(B), (C), AND (E) AND BY SINGLE PROPORTION PER RECORD DISTANCES IN [1 ] AND
[2]. THE NORTH -SOUTH CENTERLINE OF SECTION 2 WAS DETERMINED AS THE LINE
BETWEEN (A) AND (B), THE C-N 1/16 CORNER, AND 64TH CORNER ALONG THE
NORTH -SOUTH CENTERLINE WERE DETERMINED BY SINGLE PROPORTION PER DISTANCES
IN [1].
THE CENTERLINE ALIGNMENT OF HUNTINGTON ROAD WAS DETERMINED AS THE LINE
THROUGH FOUND MONUMENT (F) AND 30.00 FEET . SOUTHEASTERLY FROM FOUND
MONUMENT (G).
FOUND MONUMENTS (1) AND (L) WERE HELD TO DETERMINE THE LINE FORMING THE
WEST BOUNDARY OF THAT PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2019-21588.
FOUND MONUMENT (H) WAS HELD AS THE NORTH CORNER OF THE ADJUSTED
BOUNDARY LINE BETWEEN THE SUBJECT PROPERTIES ORIGINALLY DESCRIBED IN
INSTRUMENT NUMBER 1989-33168 AND INSTRUMENT NUMBER 2001-52325.
FOUND MONUMENTS (J), (K), (M), (N), AND (0) WERE HELD AS SHOWN.
THE DEED FOR THE ADJUSTED PARCELS IS RECORDED AS INSTRUMENT NUMBER
2022-27707, DESCHUTES COUNTY OFFICIAL RECORDS.
BASIS OF BEARING
THE BASIS OF BEARING IS THE NORTH LINE OF SECTION 2 BETWEEN THE NORTH
1/4 CORNER OF SECTION 2 (A) AND THE EAST 1/16 CORNER COMMON TO
SECTIONS 2 AND 35 (E) BEING S89'33'03"E PER [1] AND [2].
SURVEY AND DEED REFERENCES
[1]
CS 18113 BY SCOTT C.
FRESHWATERS FILED 02/08/2010 DCSR
[2]
CS 19717 BY ROBERT ALLEN BELL FILED 08/15/2018 DCSR
(3]
CS 18128 BY NORBERT
W. VOLNY FILED 03/04/2010 DCSR
[4]
CS O4776 BY GEORGE
W. COLVIN JR. FILED 02/22/1982 DCSR
[5]
CS 15579 NEWBERRY NEIGHBORHOOD, BY JERRY C. POWELL FILED 10/17/2003
DCSR
[6]
CS 19949 BY MICHAEL
J. BERRY FILED 06/20/2019 DCSR
[7]
CS 16346 BY JEFFREY
A. KERN FILED 03/28/2005 DCSR
[8]
CS 18521 BY SCOTT C.
FRESHWATERS FILED 05/09/2013 DCSR
[9]
CS 14655 BY JERRY C.
POWELL FILED 10/16/2001 DCSR
MONUMENTS
OF RECORD
(A)
FOUND 3-1/4" BRASS
CAP SET BY BLM, FOUND IN [1 ] AND [2] NORTH
1/4 COR.
(B)
FOUND 5/8" IRON ROD
WITH NO CAP SET IN [4] CENTER 1/4 CORNER
(C)
FOUND 3-1/4"' BRASS
CAP SET IN [5] CENTER -EAST 1/16 CORNER
(D)
FOUND 3-1/4- BRASS
CAP SET IN [9], FOUND IN [5], NOT HELD - SEE
NOTE
(E)
FOUND 3-1/4" BRASS
CAP SET BY BLM, FOUND IN [1 ] AND [2] EAST 1/16 COR.
(F)
FOUND 2" ALUMINUM CAP SET IN [6] CENTERLINE HUNTINGTON ROAD
(G)
FOUND 5/8" IRON ROD
WITH YPC INSCRIBED "KERN LS 1081" SET IN [7]
(H)
FOUND 5/8" IRON ROD
WITH OPC INSCRIBED "LS2253" SET IN [8]
(1)
FOUND 5/8" IRON ROD
WITH YPC INSCRIBED "MSC LS58541" SET IN [3]
(J)
FOUND 5/8" IRON ROD
WITH BLUE PLASTIC CAP INSCRIBED "BSM88683"
SET IN [2]
(K)
FOUND 5/8" IRON ROD
WITH BLUE PLASTIC CAP INSCRIBED "BSM88683"
SET IN [2]
(L)
FOUND 5/8" IRON ROD
WITH NO CAP SET IN [3]
(M)
FOUND 1/2" IRON ROD
WITH YPC INSCRIBED "MSC LS58541" SET IN [3]
(N)
FOUND 5/8" IRON ROD
WITH BLUE PLASTIC CAP INSCRIBED "BSM88683"
SET IN [2]
(0)
FOUND 5/8" IRON ROD
WITH BLUE PLASTIC CAP INSCRIBED "BSM88683"
SET IN [2]
3
co
`-4 REGISTERED
NOTE: NE 1/16 CORNER r
CALCULATED BY SINGLE �' PROFESSIONAL
PROPORTION BETWEEN z LAND SURVEYqR
(C) AND (D) PER [2]
�. 549 SW MILL VIEW WAY;
N89 21 04" W 658.86 f4.47 [2] 4.50 (D) SUITE 100
NE 1/16BECON BEND, OREGON 97702 6REGON
(541) 633-3140 DEC. 16, 2009
N4'14'26"W 1334.27' WWW.beconeng.com ERIK J. HUFFMAN
N04'14'50"W 1334.08' [1] CIVIL ENGINEERING 70814
N04'14'09"W 1334.08' [2] (C)/ & LAND SURVEYING RENEWS: JUNE 30, 2023
• CE 1/16
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CS 20$65
DESCHUTES COUNTY SURVEYOR
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