HomeMy WebLinkAboutSurvey 20837MONUMENTS OF RECORD
(A) FOUND 5/8" IRON ROD WITH CAP REMOVED AND LAYING
NEXT TO MONUMENT, INSCRIBED AS SHOWN, SET IN [6].
(B) FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "ARMSTRONG S & E", SET IN [2].
(C) FOUND 5/8" IRON ROD, SET IN [7].
(D) FOUND 5/8" IRON ROD WITH A 1-1/2" ALUMINUM CAP
STAMPED "GREEN EMPIRE, LS 599, 1/4 COR", SET IN [7].
(E) FOUND 5/8" IRON ROD WITH ILLEGIBLE PLASTIC CAP, SET
IN [3]
(F) FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
INSCRIBED "DEJARNATT LS 2208" SET IN [4]
(G) FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
INSCRIBED "DEJARNATT LS 2208" SET IN [4]
(H) FOUND 5/8" IRON ROD WITH 3 1/4" ALUMINUM CAP IN
MONUMENT WELL INSCRIBED AS SHOWN, SET IN [11]
(1) FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP
INSCRIBED "BECON", SET IN [1 ]
(J) FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP
INSCRIBED "BECON", SET IN [1 ]
(K) FOUND 5/8" IRON ROD WITH ALUMINUM CAP STAMPED
"OREGON STATE HWY DIV", SET IN [10].
(L) FOUND 5/8" IRON ROD WITH ALUMINUM CAP STAMPED
"OREGON STATE HWY DIV", SET IN [10].
j Es C 0G
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85.83'
Gov
T171 2\
SEC COR TO CENTERLINE
812E
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{A) (B)
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knIORS
OFF
T.L. 1712350001403
T.L. 1712350001402
SEE DETAIL
AN ADJUSTMENT OF THE BOUNDARY BETWEEN THOSE PROPERTIES DESCRIBED IN INSTRUMENT NUMBER 2019-24591 AND BOOK 308, PAGE 245.
LOCATED IN THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 36, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON.
DESCHUTES COUNTY PLANNING FILE NUMBER 247-21-000375-LL.
SURVEY AND DEED REFERENCES NARRATIVE
DESCHUTES COUNTY SSA YQ [FILM
BY (fC7 4LA
[1] CS 18986 BY ERIK J. HUFFMAN, FILED NOVEMBER 12, THE PURPOSE OF THIS SURVEY WAS TO ADJUST THE BOUNDARY BETWEEN THAT PROPERTY DESCRIBED IN INSTRUMENT
2015, DESCHUTES COUNTY SURVEY RECORDS NUMBER 2019-24591 (TL 800) AND THAT PROPERTY DESCRIBED IN BOOK 308, PAGE 245 (TL 801). THE ADJUSTMENT WAS
PERFORMED PER DESCHUTES COUNTY PLANNING FILE NUMBER 247-21-000375-LL
[2] CS 18645 BY TODD R. CATTERSON, FILED JANUARY 17,
2014 DESCHUTES COUNTY SURVEY RECORDS THE NORTHERLY BOUNDARY OF T.L. 801 WAS DETERMINED AS THE LINE BETWEEN FOUND MONUMENTS (A) AND (C), AND THE
LINE BETWEEN FOUND MONUMENTS (C) AND (D), WITH THE NORTHEAST CORNER DETERMINED BY HOLDING RECORD DISTANCE
[3] CS 13316 NY GEORGE W. COLVIN JR., FILED JUNE 24, PER [13].
1998, DESCHUTES COUNTY SURVEY RECORDS
THE NORTHERLY RIGHT OF WAY OF US HWY 20 WAS DETERMINED AS THE LINE BEING 80 FEET NORTHWESTERLY, WHEN
[4] CS 12602 BY GARY L. DEJARNATT, FILED JUNE 19, 1996, MEASURED AT RIGHT ANGLES TO, THE LINE BETWEEN FOUND MONUMENTS (J) AND (1) AND THE PROLONGATION THEREOF
DESCHUTES COUNTY SURVEY RECORDS SOUTHWESTERLY.
[5]
CS 11021 BY THOMAS E. BLUST, FILED MAY 12, 1992,
THE SOUTHERLY BOUNDARY OF T.L. 801 WAS DETERMINED BY HOLDING RECORD DISTANCE PER [13] FROM THE POINT OF
DESCHUTES COUNTY SURVEY RECORDS
INTERSECTION BETWEEN THE NORTHERLY RIGHT OF WAY OF US HWY 20 AND THE LINE BEING 197.33 FEET AS HELD PER [13]
WESTERLY, WHEN MEASURED AT RIGHT ANGLES TO, THE LINE BETWEEN FOUND MONUMENTS (C) AND (1).
[6]
OREGON CORNER RESTORATION RECORD, INDEX FILE N0.
962, DATED DECEMBER 9, 1988
THE EASTERNMOST BOUNDARIES OF T.L. 801 WERE DETERMINED AS AN ALIGNED FIT OF RECORD BEARINGS AND DISTANCES
BETWEEN THE PREVIOUSLY DETERMINED NORTHEAST AND SOUTHEAST CORNERS.
[7]
CS 03089 BY JAMES E. BUSSARD, DATED AUGUST 14,
1967, DESCHUTES COUNTY SURVEY RECORDS
THE WESTERNMOST BOUNDARY OF T.L. 801 WAS DETERMINED AS THE LINE BETWEEN FOUND MONUMENTS (A) AND (H) AND BY
HOLDING RECORD DISTANCE PER [13].
[8]
CS 03094 BY NORMAN E. HARTMAN, DATED NOVEMBER
1965, DESCHUTES COUNTY SURVEY RECORDS
THE NORTHERNMOST SOUTHERLY BOUNDARY OF T.L. 801 WAS DETERMINED AS THE LINE BETWEEN THE END OF THE
PREVIOUSLY DESCRIBED LINE AND FOUND MONUMENT (F) AND THE PROLONGATION THEREOF TO THE INTERSECTION WITH A LINE
[9]
CS 19249 BY ERIK J. HUFFMAN FILED NOVEMBER 15, 2016,
BEING 197.33 FEET WESTERLY, WHEN MEASURED AT RIGHT ANGLES TO, AS HELD PER [13], THE LINE BETWEEN FOUND
DESCHUTES COUNTY SURVEY RECORDS
MONUMENTS (C) AND (1).
[10]
OREGON STATE HIGHWAY DIVISION SURVEY DRG. NO.
THE SOUTHERLY BOUNDARY OF T.L. 200 WAS DETERMINED BY HOLDING THE BEARING OF THE NORTHERLY BOUNDARY OF SAID
98-25-7.
T.L. 200 AS FROM (G) TO ITS INTERSECTION WITH THE WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 36, BEING THE LINE
BETWEEN FOUND MONUMENTS (A) AND (H).
[11 ]
OREGON CORNER RESTORATION RECORD, INDEX FILE NO.
2018, DATED SEPTEMBER 25, 2019
THE RIGHT OF WAY ALONG T.L. 800 DEEDED IN [12] WAS RECREATED BY HOLDING RECORD STATIONS AND DISTANCES PER
[12]
DEED RECORDED JUNE 09, 2021 AS INSTRUMENT NUMBER
[12]. THE ENGINEER'S CENTERLINE STATIONING WAS DETERMINED BY HOLDING STATION 167+00 PER [10] AT THE INTERSECTION
OF THE PROLONGATION OF THE LINE BEING 40 FEET NORTHWESTERLY, WHEN MEASURED AT RIGHT ANGLES TO, THE LINE
2021-34953, DESCHUTES COUNTY OFFICIAL RECORDS
BETWEEN FOUND MONUMENTS (1) AND (J) WITH THE LINE BETWEEN FOUND MONUMENTS (K) AND (L).
[13]
DEED RECORDED SEPTEMBER 27, 1979 IN BOOK 308, PAGE
THE DEEDS OF THE ADJUSTED PROPERTIES ARE RECORDED AS INSTRUMENT NUMBERS 2022-22233, DESCHUTES COUNTY
245, DESCHUTES COUNTY DEED RECORDS
OFFICIAL RECORDS
BASIS OF BEARING
S89`34'55"E 1320.18' [7]
S89'34'55"E 1320.49'
1005.03'
118.11' S10'3228"W 9.39'
S8934'S5"E 118.07' CALC PER [2]
u / ,
O 30.00'
rn L,
S10'32'28"W 302.94'
," HAMBY ROAD
o it � 60.00'
THE PROPERTIES ARE SUBJECT TO THE RIGHT OF WAY OF HAMBY ROAD.
T.L. 1712360000700
CW 1 /16 COR. SEC 36
(C) S8934'55"E 1320.18' [7]
S89'34'S4"E 1319 95' (D)
T.L. 1712360000801
BOOK 308, PAGE 245
BEFORE ADJUSTMENT 35.64 AC
AFTER ADJUSTMENT 35.62 AC
rn NEW BOUNDARY LINE
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28.57'
STATION=126+85.00
OFFSET=250.00'
&[12]
INST. NO. 2021-34953
80.71'
PT. T.L. 800
T.L. 1712350001600
S88 03 43 W 45 .
NO'35'12"W 151.48'
LINE TO BE ADJUSTED 1�
133.54' 1 S89'38'E 1120' [13] LINE TO BE
®� S89'41'49"E 1121.37' ADJUSTED
r-
)' 360.10'
S89'43'22"E {F)
360.00' [4]
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SO'02'28"W 814.10'
7
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S89'41'49"E 360.05' -.
(G)
IS89'39'51 "E 561.23'
_ 128.32'
517.07' t
145.70'
-98.49' NEW BOUNDARY LINE I a,
T.L. 1712360000800 LO
INST. NO. 2019-24591 1*
BEFORE ADJUSTMENT 7.97 AC I w
AFTER ADJUSTMENT 7.99 AC i
N
N
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1 V)
N80'14'33"E 236.00' 117.70'S80 43•ip"E 118.30'
10g3.00
9'45'27"E 79.68'
`13p 00
"'12.86'
-16.83'
FROM SW COR TO CENTERLINE
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(H)
135+p0
STATION=132+58.00
OFFSET=148.00' &[12]
T.L. 1712360000900
1246.65' /
I ( S89'34'55"E 1246.65' [13] /
197.35' I 100.00' /
197.33' [13] /
N
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I 197.33'
197.33' [13] ( BOOK 128, PAGE 666 / Opp^��
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l 73.30'
C 1/4E
COR973.53' [7]
T.L. 1712360000101
N !� I N N Q / S20'11'59"W 105.25'
z N 00
c� S20'11'40"W 105.30' [13] 155+00
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80.00' _ 150+0
3 �. C PER uI
14 �1 15 E CAL
15"w 104145+00 40.00' US1-jW\( Z� Na014' 1664 52
STATION=137+78.00 S80.14'
OFFSET=50.00' &[12] 1043.14 E 1664-26
"E 2177.32' N
14080,14,33„
p0 N80'14' 33
28.32
S9'45'27"E--(I)�
-10.00'
STATION=135+42.00
OFFSET=50.00' &[12]
BASIS OF BEARINGS
T.L. 1712360001000
THE BASIS OF BEARINGS IS THE LINE BETWEEN FOUND
0 200' 400' MONUMENTS (A) AND (C), BEING S89`34'55"E PER [7].
1 "=200'
LEGEND
DENOTES MONUMENT FOUND, SEE
MONUMENT LIST
SET 5/8" x 30" IRON ROD WITH
ORANGE PLASTIC CAP INSCRIBED
"BECON"
NOTHING FOUND OR SET, FALLS
WITHIN THE RIGHT OF WAY
CALCULATED POSITION, NOTHING
FOUND OR SET
SURVEY MONUMENT INFORMATION
SURVEY RECORD INFORMATION
RIGHT OF WAY
(J)
(A)
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T.L. 1712350001 402
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T.L. 1712350001400
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SCALE: 1 " = 10'
T.L. 1712360000100
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a
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(K)
16 +00
PROJECT NO.: 19159
DATE: 06/08/2022
CLIENT: GALES
DRAWN BY: AJH/EJH
549 SW MILL VIEW WAY
SUITE 100
BECON SEND, OREGON 97702
(541) 633-3140
CIVIL ENGINEERING www.beconeng.com
& LAND SURVEYING
REGISTERED
PROFESSIONAL
LAND SURVEY91
OREGON
DEC. 16, 2009
ERIK J. HUFFMAN
%70814
RENEWS: JUNE 30, 2023
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