|
SCALE: 1" = 200'
<br />%�"_
<br />HORIZONTAL DATUM
<br />THIS SURVEY UTILIZES A LOW DISTORTION PROJECTION (LDP)
<br />WHICH IS RELATIVE TO THE OREGON COORDINATE REFERENCE
<br />SYSTEM (OCRS) OF 1983 (2011), WITH RESPECT TO THE
<br />LOCAL LATITUDE AND GROUND ELEVATION. THE LDP
<br />COORDINATES DEFINE TRUE GROUND DISTANCES.
<br />OREGON COORDINATE REFERENCE SYSTEM
<br />SALEM ZONE
<br />NORTH AMERICAN DATUM OF NAD83/201 1(EPOCH 2010.0000)
<br />UNITS IN INTERNATIONAL FEET
<br />COMBINED SCALE FACTOR: 1.000000
<br />A G.P.S. VECTOR OBSERVED BETWEEN THE MONUMENTS
<br />SHOWN AT POINT "A" AND POINT "B", IS THE BASIS OF
<br />BEARINGS FOR THIS SURVEY, BEARING BEING N 01'06'26" W
<br />WITH A DISTANCE OF 678.47'.
<br />POINT NO.
<br />NORTHING
<br />EASTING
<br />DESCRIPTION
<br />"A"
<br />180481.16
<br />184347.47
<br />1/2" IRON PIPE
<br />"B"
<br />181159.51
<br />184334.35
<br />3" IRON BAR
<br />LEGEND
<br />9 = DENOTES FOUND MONUMENT AS NOTED
<br />0 = DENOTES A 5/8" X 30" IRON ROD WITH YELLOW PLASTIC
<br />CAP MARKED, "S.W.L.S. INC. 503-665-7777",
<br />SET ON MARCH 23, 2021
<br />AG = ABOVE GROUND
<br />BG = BELOW GROUND
<br />IB = IRON BAR
<br />IP = IRON PIPE
<br />MCSR = SURVEY NUMBER, MARION COUNTY SURVEY RECORDS
<br />W/YPC = WITH YELLOW PLASTIC CAP
<br />( ) = RECORD INFORMATION AS REFERENCED
<br />REFERENCE DEEDS
<br />MARION COUNTY DEED RECORDS
<br />D1
<br />= DEED
<br />REEL
<br />4025
<br />PAGE
<br />368
<br />D2
<br />= DEED
<br />REEL
<br />1506
<br />PAGE
<br />253
<br />D3
<br />= DEED
<br />REEL
<br />4467
<br />PAGE
<br />239
<br />D4
<br />= DEED
<br />REEL
<br />4467
<br />PAGE
<br />240
<br />D5
<br />= DEED
<br />REEL
<br />4467
<br />PAGE
<br />241
<br />REFERENCE SURVEYS
<br />MARION COUNTY SURVEY RECORDS
<br />S1 = MCSR 13408
<br />S2 = MCSR 17165
<br />S3 = MCSR 18333
<br />S4
<br />= MCSR
<br />22814
<br />S5
<br />= MCSR
<br />31408
<br />S6
<br />= MCSR
<br />32537
<br />S7
<br />= MCSR
<br />32537A
<br />S8 = LAND CORNER RECORD MCSR #35558
<br />RECEIVED 07/16/2020 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />03/31/2021.
<br />MCSR 39273
<br />RECORD OF SURVEY
<br />FOR A PROPERTY LINE ADJUSTMENT BETWEEN TWO TRACTS OF LAND
<br />SITUATED IN THE NORTHWEST AND SOUTHWEST QUARTER OF SECTION 36 AND THE SOUTHEAST QUARTER OF SECTION 35,
<br />TOWNSHIP 8 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, "=
<br />COUNTY OF MARION, STATE OF OREGON. 1"1 I"1
<br />MONUMENT TABLE
<br />A = 1/2"
<br />IP 0.5'
<br />AG (HELD) SHOWN
<br />ON S2
<br />B = 3" IB
<br />FLUSH
<br />(HELD) SHOWN ON
<br />S3
<br />C = 1 " IP
<br />0.2'
<br />BG (HELD) SET IN S2
<br />D = 1 " IP
<br />0.3'
<br />BG (HELD) SET IN S2
<br />E = 1/2"
<br />IP 0.1'
<br />AG (HELD) SET IN S2
<br />F = 3" IB
<br />0.2'
<br />AG (HELD FOR NORTHING)
<br />SHOWN ON
<br />S1, S 89'21'23" E 0.22'
<br />G = 3" IB
<br />1.7'
<br />BG (HELD) SHOWN ON S3
<br />H = 1/2"
<br />IP 1.0'
<br />AG (HELD) SET IN S3
<br />CURVE TABLE
<br />AREA TABLE
<br />PRE-EXHANGE:
<br />DEED REEL 1506 PAGE 253, PARCEL I:
<br />18.881 ACRES±
<br />DEED REEL 4025 PAGE 368:
<br />9 097 ACRES+
<br />POST -EXCHANGE:/ PARCEL 1
<br />PROPERTY 1: PARCEL VI (D2) DEED REEL 4061 PAGE 475
<br />25.978 ACRES± 4 14
<br />PROPERTY 2: 0 14,
<br />2.000 ACRES± / N ,� aN
<br />N' '`v PARCEL III (D2)
<br />EXCHANGE AREA: SEE DETAIL, C\ ^' '�� o CP
<br />7.097 ACRES± SHEET 2 = �' o
<br />'? `� 250.65'N �, 608.78' (609.04' S6&S7
<br />/ N S 89' 13'08" E 959.90' (S 89'34' E 959.90' D2)
<br />cv
<br />�� // ^Q)
<br />c./ v
<br />_o ^7
<br />�� ^�� hh
<br />Qi
<br />PROPERTY 1 (D4)
<br />CURVE ARC LENGTH
<br />RADIUS
<br />DELTA ANGLE CHORD BEARING
<br />CHORD LENGTH
<br />Cl 709.30'
<br />6875.49'
<br />5'54'39" N 23' 1 1 '41 " E
<br />708.99'
<br />C2 146.84'
<br />6985.49'
<br />1' 12'16" S 25'32'53" W
<br />146.84'
<br />C3 117.26'
<br />7025.49'
<br />0'57'23" N 20'43'03" E
<br />117.26'
<br />LINE TABLE
<br />LINE
<br />BEARING
<br />z
<br />DISTANCE
<br />L1
<br />S
<br />53'21 '59"
<br />E
<br />41.95'
<br />L1
<br />S
<br />53-16' E
<br />�
<br />N 89'21'
<br />42' Dl)
<br />L2
<br />S
<br />47'51'59"
<br />E
<br />65.92'
<br />L2
<br />S
<br />47'46' E
<br />of
<br />66' D1
<br />L3
<br />IS
<br />44'21'59"
<br />E
<br />81.41'
<br />L3
<br />IS
<br />44"16' E
<br />DEED REEL 4061
<br />81.5' Dl)
<br />L4
<br />S
<br />42'21'59"
<br />E
<br />83.11'
<br />L4
<br />S
<br />42-16' E
<br />CD
<br />83.2' Dl)
<br />L5
<br />S
<br />38'21 '59"
<br />E
<br />119.57'
<br />L5
<br />S
<br />38' 16' E
<br />1-=' SEE
<br />119.7' Dl)
<br />L6
<br />S
<br />35'21'59"
<br />E
<br />65.53'
<br />L6
<br />S
<br />35-16' E
<br />w
<br />65.6' Dl)
<br />L7
<br />S
<br />39'21 '59"
<br />E
<br />39.9 1 '
<br />L8
<br />S
<br />39'21'59"
<br />E
<br />122.51'
<br />L9
<br />S
<br />39'21'59"
<br />E
<br />162.42'
<br />L9
<br />I S
<br />39'116' E
<br />162.5' Dl)
<br />L10
<br />IS
<br />53'21'59"
<br />E
<br />76.32'
<br />L10
<br />S
<br />53'16' E
<br />76.4' D1
<br />L11
<br />S
<br />62'21'59"
<br />E
<br />95.59'
<br />L11
<br />S
<br />62'16' E
<br />��
<br />I
<br />95.7' D1
<br />L12
<br />S
<br />78'21'59"
<br />E
<br />98.69'
<br />(Ll 2
<br />S
<br />78' 16' E
<br />O
<br />98.8' Dl)
<br />L13
<br />S
<br />67' 35' 15"
<br />E
<br />40.00'
<br />L13
<br />S
<br />67'56' E
<br />O
<br />40.00' D2
<br />L14
<br />S
<br />67'57'20"
<br />E
<br />148.19'
<br />L14
<br />S
<br />68'18'14"
<br />E
<br />148.19' D2
<br />L15
<br />S
<br />13'27'26"
<br />E
<br />114.17'
<br />L15
<br />S
<br />13'48'20"
<br />E
<br />170.02' D2
<br />L16
<br />S
<br />6 3'5 1 '27"
<br />E
<br />126.39'
<br />L16
<br />S
<br />62' 12'15"
<br />E
<br />126.37' D2
<br />NARRATIVE
<br />AT o
<br />h
<br />•
<br />4c o A!? a DEED REEL 1506 PAGE 253
<br />/f;� i �co mph' PARCEL I & II (D2), UNSURVEYED
<br />Z Z
<br />0)
<br />�v
<br />��
<br />0
<br />oLn�
<br />ow
<br />r_
<br />w
<br />0
<br />�0
<br />Lo
<br />b 00
<br />�a cbh w 1-1 �
<br />N ..
<br />�v// 'ngo
<br />SE CORNER OF
<br />THE SW 1/4 OF
<br />THE NW 1/4 OF
<br />SECTION 36
<br />N
<br />0
<br />Lo
<br />0
<br />Ln
<br />0
<br />W
<br />MARION
<br />T8S R3W
<br />35 36
<br />2 1
<br />T9S R3W
<br />�ouN1�
<br />(S 89 24 E 10.370 CHS=684.42' D1)._� ���� DEED REEL 4025 PAGE 368 (Dl) m 3 Gi
<br />LL -
<br />col ,0 C -4o �� �� ����� �S 89-21'15" E `°o N
<br />176.37' Q
<br />(o m0z
<br />Ln 30 WIDE ACCESS/UTILITY/\AIP
<br />-`" ;n EASEMENT, REEL 4025 `s� \ NEW i-- SW 1/16
<br />N I N PAGE 368 `� `l�' LINE ono CORNER OF
<br />0 1 �6' ��> O SECTION 36
<br />- �� i i �� PROPERTY 2 `A
<br />(D5 - _
<br />�� �� ) w
<br />a
<br />�� I I PARCEL III a, AM
<br />1 DEED REEL 2531 �� m 00w
<br />3 1;4BRASS DISK PAGE 320 �� C'4
<br />`r o
<br />°' o
<br />35 36 (HELD) PER S8 C Ln 12-
<br />o 0
<br />2 15.30' (15.5' S2) z
<br />D
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT A PROPERTY LINE ADJUSTMENT BETWEEN TWO TRACTS OF LAND SITUATED IN SOUTHWEST QUARTER OF SECTION
<br />36 AND SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 8 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, COUNTY MARION, STATE OF OREGON, SAID TRACTS OF
<br />LAND DESCRIBED IN DEED REEL 4025, PAGE 368 (D) AND DEED REEL 1506, PAGE 253 (D2), MARION COUNTY DEED RECORDS.
<br />THE PROJECT BEGAN WITH A SEARCH FOR, AND SURVEY OF EXISTING MONUMENTS CONTROLLING THE SUBJECT PROPERTIES AS SHOWN. UTILIZING SAID
<br />DEED AND EXISTING EVIDENCE FOUND ON THE GROUND, THE DEED LINES DETERMINED AS FOLLOWS:
<br />DEED REEL 1506, PAGE 253 (D2) PARCEL I AND II WERE CALCULATED PER DESCRIPTION, HOLDING THE MONUMENT AT THE COMMENCING CALL THEN
<br />TAKING THE EAST LINE AND CLOSING IT ON THE POB (POINT OF BEGINNING) THEN INSCRIBING THE DEED CALLS FROM DEED REEL 127, PAGE 363,
<br />HOLDING STATION=339+50.00 L=125.00 AT THE ANGLE POINT (AT L13) IN THE WEST LINE OF SAID DEED AS SHOWN ON PAGE TWO, PARCELS III AND VI
<br />ANGLES WERE HELD OVER DISTANCE AS SHOWN. DEED BEARINGS FOR PARCEL I & II OF D2 WERE ROTATED TO THE BASIS OF BEARINGS FOR THIS SURVEY.
<br />DEED REEL 4025, PAGE 368 (D1) THE STARTING CALLS WERE CALCULATED PER DEED THEN ROTATED AND SCALED TO THE CALCULATED POINT OF
<br />BEGINNING. THE LINES WERE DEFINED BY HOLDING MONUMENTS SET AT OR NEAR SUBJECT PROPERTY CORNERS ON THE WEST, EAST AND NORTH
<br />LINES, THE SOUTHWEST LINES WERE ESTABLISHED BY HOLDING DEED CALLS, THEN ROTATING AND SCALING THOSE LINES BETWEEN CALCULATED POINTS
<br />AS SHOWN, MONUMENTS WERE THE CALCULATED AND SET AS SHOWN PER MY CLIENT'S REQUEST AND LAND USE CASE NO. ZC/CP/PLA18-007.
<br />SEE DETAIL, i
<br />SHEET 2 DEED REEL 4086
<br />PAGE 484
<br />REGISTERED
<br />PROF SIONAL
<br />LAND SURVEYOR
<br />6
<br />JULY 18, 1980
<br />DANIEL A. HOEKSTRA
<br />EXPIRES: 06/30/21
<br />SHEET 1 OF 2
<br />MCSR 39273
<br />z
<br />z
<br />z
<br />z
<br />(N 89'42' W
<br />N 89021'15" W 370.70'
<br />o g o
<br />0
<br />V)
<br />OLD LINE
<br />100.00' D2)
<br />(N 89'42' W 370.70' D2)z
<br />�
<br />N 89'21'
<br />15" W 918.90'
<br />(N 89'42'
<br />N 89'21' 15" W
<br />W 918.90' D2) 199.99'
<br />3761
<br />.
<br />�
<br />_ B
<br />Of
<br />of
<br />�cf)'�'
<br />643.28'
<br />-'
<br />,
<br />PARCEL 2
<br />PARCEL VI (D2)
<br />;n
<br />N - `�' o
<br />(N 89'24' W
<br />DEED REEL 4061
<br />r -
<br />0 0
<br />0 „� Ln _
<br />C14C'
<br />640.30' D1)
<br />U
<br />PAGE 475
<br />co b
<br />CD
<br />m
<br />o
<br />o0 N
<br />N
<br />EXCHANGE AREA
<br />(D3) o
<br />0
<br />S 89'21 '55" E 684.81 '
<br />-'
<br />1-=' SEE
<br />DETAIL, SHEET
<br />2 o
<br />zo-
<br />_ O
<br />i
<br />z
<br />,�--
<br />>
<br />L;jz
<br />3
<br />MARION
<br />T8S R3W
<br />35 36
<br />2 1
<br />T9S R3W
<br />�ouN1�
<br />(S 89 24 E 10.370 CHS=684.42' D1)._� ���� DEED REEL 4025 PAGE 368 (Dl) m 3 Gi
<br />LL -
<br />col ,0 C -4o �� �� ����� �S 89-21'15" E `°o N
<br />176.37' Q
<br />(o m0z
<br />Ln 30 WIDE ACCESS/UTILITY/\AIP
<br />-`" ;n EASEMENT, REEL 4025 `s� \ NEW i-- SW 1/16
<br />N I N PAGE 368 `� `l�' LINE ono CORNER OF
<br />0 1 �6' ��> O SECTION 36
<br />- �� i i �� PROPERTY 2 `A
<br />(D5 - _
<br />�� �� ) w
<br />a
<br />�� I I PARCEL III a, AM
<br />1 DEED REEL 2531 �� m 00w
<br />3 1;4BRASS DISK PAGE 320 �� C'4
<br />`r o
<br />°' o
<br />35 36 (HELD) PER S8 C Ln 12-
<br />o 0
<br />2 15.30' (15.5' S2) z
<br />D
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT A PROPERTY LINE ADJUSTMENT BETWEEN TWO TRACTS OF LAND SITUATED IN SOUTHWEST QUARTER OF SECTION
<br />36 AND SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 8 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, COUNTY MARION, STATE OF OREGON, SAID TRACTS OF
<br />LAND DESCRIBED IN DEED REEL 4025, PAGE 368 (D) AND DEED REEL 1506, PAGE 253 (D2), MARION COUNTY DEED RECORDS.
<br />THE PROJECT BEGAN WITH A SEARCH FOR, AND SURVEY OF EXISTING MONUMENTS CONTROLLING THE SUBJECT PROPERTIES AS SHOWN. UTILIZING SAID
<br />DEED AND EXISTING EVIDENCE FOUND ON THE GROUND, THE DEED LINES DETERMINED AS FOLLOWS:
<br />DEED REEL 1506, PAGE 253 (D2) PARCEL I AND II WERE CALCULATED PER DESCRIPTION, HOLDING THE MONUMENT AT THE COMMENCING CALL THEN
<br />TAKING THE EAST LINE AND CLOSING IT ON THE POB (POINT OF BEGINNING) THEN INSCRIBING THE DEED CALLS FROM DEED REEL 127, PAGE 363,
<br />HOLDING STATION=339+50.00 L=125.00 AT THE ANGLE POINT (AT L13) IN THE WEST LINE OF SAID DEED AS SHOWN ON PAGE TWO, PARCELS III AND VI
<br />ANGLES WERE HELD OVER DISTANCE AS SHOWN. DEED BEARINGS FOR PARCEL I & II OF D2 WERE ROTATED TO THE BASIS OF BEARINGS FOR THIS SURVEY.
<br />DEED REEL 4025, PAGE 368 (D1) THE STARTING CALLS WERE CALCULATED PER DEED THEN ROTATED AND SCALED TO THE CALCULATED POINT OF
<br />BEGINNING. THE LINES WERE DEFINED BY HOLDING MONUMENTS SET AT OR NEAR SUBJECT PROPERTY CORNERS ON THE WEST, EAST AND NORTH
<br />LINES, THE SOUTHWEST LINES WERE ESTABLISHED BY HOLDING DEED CALLS, THEN ROTATING AND SCALING THOSE LINES BETWEEN CALCULATED POINTS
<br />AS SHOWN, MONUMENTS WERE THE CALCULATED AND SET AS SHOWN PER MY CLIENT'S REQUEST AND LAND USE CASE NO. ZC/CP/PLA18-007.
<br />SEE DETAIL, i
<br />SHEET 2 DEED REEL 4086
<br />PAGE 484
<br />REGISTERED
<br />PROF SIONAL
<br />LAND SURVEYOR
<br />6
<br />JULY 18, 1980
<br />DANIEL A. HOEKSTRA
<br />EXPIRES: 06/30/21
<br />SHEET 1 OF 2
<br />MCSR 39273
<br />z
<br />z
<br />z
<br />z
<br />0
<br />0
<br />0
<br />0
<br />V)
<br />cf)
<br />V)
<br />cn
<br />w
<br />w
<br />w
<br />w
<br />N
<br />�
<br />af
<br />Of
<br />of
<br />Of
<br />00
<br />O
<br />N
<br />O
<br />O
<br />N
<br />(D
<br />N
<br />N
<br />O
<br />O
<br />O
<br />O
<br />N
<br />N
<br />�
<br />O
<br />r-
<br />1
<br />z
<br />N
<br />0\0
<br />0
<br />N
<br />U
<br />V)
<br />O
<br />r -
<br />O
<br />N
<br />o
<br />U
<br />0
<br />CD
<br />m
<br />o
<br />Q
<br />0
<br />0
<br />wll
<br />V)
<br />z
<br />z
<br />�
<br />>
<br />L;jz
<br />3
<br />w
<br />w
<br />m
<br />Q
<br />>
<br />w
<br />Q
<br />0�
<br />>
<br />0
<br />czn
<br />V
<br />00
<br />N
<br />w:2
<br />(D
<br />o000G
<br />O
<br />N
<br />O
<br />r-
<br />1
<br />z
<br />N
<br />U
<br />V)
<br />O
<br />O
<br />w
<br />U
<br />0
<br />CD
<br />m
<br />o
<br />\
<br />w<
<br />o
<br />O
<br />0
<br />V)
<br />z
<br />z
<br />�
<br />>
<br />3
<br />W
<br />w
<br />m
<br />Q
<br />>
<br />w
<br />0
<br />0�
<br />0
<br />czn
<br />■
<br />u
<br />c
<br />%m
<br />19
<br />C
<br />W
<br />w
<br />0
<br />0
<br />3 w
<br />z
<br />U
<br />w
<br />0
<br />z
<br />C w
<br />E U
<br />J
<br />w:2
<br />o000G
<br />Q
<br />r-
<br />1
<br />z
<br />0
<br />U
<br />m�>c�
<br />0
<br />w<
<br />O
<br />0
<br />V)
<br />Q
<br />o
<br />>
<br />W
<br />w
<br />w V)
<br />Qo
<br />0
<br />V
<br />Q
<br />i
<br />w
<br />Q
<br />��
<br />I
<br />co
<br />Z
<br />O
<br />-�
<br />Q
<br />m
<br />Lu
<br />I-
<br />O
<br />w
<br />3:
<br />
|