PROPERTY LINE ADJUSTMENT SURVEY � 3/4" I.P. DOWN 6"
<br />i [BARNES, 13019]
<br />FOR
<br />FRUITLAND COMMUNITY CHURCH
<br />IN LOT 36 OF CAPITAL CITY FRUIT FARM, S01-082 �
<br />IN THE SE 1/4 of SECTION 21, T. 7 S., R. 2 W., W.M.
<br />MARION COUNTY, OREGON
<br />JUNE 8, 2017
<br />BRIAN N. SATER AND URMILA BARUAH-SATER
<br />REEL 3430 PAGE 328
<br />LEGEND
<br />•
<br />= Found Monument as noted, flush
<br />00
<br />with ground surface and in good
<br />N
<br />condition unless otherwise noted
<br />O
<br />= Set 5/8"X30" Iron Rod with Yellow
<br />�w
<br />Plastic Cap Marked "AZIMUTH
<br />N �
<br />O
<br />SURVEYING"
<br />( )
<br />= Data of Record
<br />€
<br />= Data Computed from one or more
<br />AREA
<br />M �
<br />Record Sources as noted
<br />[ ]
<br />= Surveyor, File Number for survey in
<br />0 I
<br />which monument probably originated
<br />I.P.
<br />= Iron Pipe
<br />I.R.
<br />= Iron Rod
<br />I.B.
<br />= Iron Bar
<br />SCALE : 1 " = 40'
<br />1/2" I.P.
<br />[UNKNOWN, S01-082]
<br />f
<br />l:o
<br />u�
<br />.�
<br />IN
<br />RECEIVED 06/26/2017 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />07/14/2021.
<br />MCSR 38723
<br />JOHN PAUL CLEVELAND
<br />REEL 2572 PAGE 423
<br />5/8" I.R. BENT, FLUSH
<br />SHOT DOWN 12"
<br />[BARKER, 31352]
<br />S89.22'48"W 0.14' rn
<br />N89058'1 4"E 330.39'
<br />(5.00 CHAINS €330.00'i – UNKNOWN, S01-082)
<br />AZIMUTH SURVEYING
<br />2015 Market Street, NE
<br />Salem, Ore on 97301
<br />Phone (50S) 364-0026
<br />Project No. 16-035
<br />g
<br />09
<br />N
<br />Of
<br />m
<br />o -U)
<br />rn00
<br />N
<br />rn
<br />N
<br />w
<br />04
<br />0
<br />GAYLE R.L. SU TTLE
<br />REEL 3884 PAGE 304
<br />1/2" I.R. BENT, FLUSH S89.56'14"W 301.08' I.R TO I.R 1/2" I.R. WITH YPC MARKED
<br />SHOT DOWN 8" BASIS OF BEARINGS "LANDMARKERS LS 1831"
<br />[MONTGOMERY, 29873] S89056'1 4"W 300.74' [MONTGOMERY, 29873]
<br />S89.56'14"W 0.66' (S89 -56'14"W 301.07' - MONTGOMERY, 29873) S89.56'14"W 0.32'
<br />in
<br />N89'56'14"E 150.70' T S89.56'14"W 150.03'
<br />O
<br />06
<br />00
<br />0
<br />0
<br />u7
<br />J�
<br />1/2" I.R. BENT DOWN 8" N89056'04"E 150.03'
<br />SHOT DOWN 16" 00
<br />[MONTGOMERY, 29873] N89'58'33"E 300.54' o6
<br />S89 58 33 W 1.09 (S89 -56'14"W 301.07 MONTGOMERY, 29873) N on
<br />----------—————— — — ——— —— — —— -A
<br />�N89•58,33„E 310.54, 1/2” I.R. DOWN 4"
<br />(1309.96'1 - VOLUME 662 PAGE 650) IN FENCE
<br />C)^ ADJUSTED TRACT 1 [MONTGOMERY, 29873]
<br />W 2.06 ACRES S89'58'33"W 0.42'
<br />L,, 1.78 ACRES LESS ROAD
<br />0
<br />EXISTING PROPERTY LINE
<br />O N
<br />O
<br />ow
<br />3J
<br />O
<br />N_ >
<br />t\ �
<br />O
<br />z Q'
<br />Qi
<br />LO
<br />Li
<br />rn
<br />ADJUSTED TRACT 2
<br />0.65 Acres
<br />r-20.00'
<br />00
<br />/
<br />1
<br />N
<br />I
<br />(0
<br />00
<br />N
<br />�w
<br />N �
<br />O
<br />rn
<br />3
<br />M
<br />NZ
<br />OF ADJUSTMENT
<br />AREA
<br />M �
<br />G�
<br />0.85 ACRES J�
<br />•
<br />xx
<br />0 I
<br />�O
<br />O
<br />Lo
<br />O
<br />LOc�
<br />00
<br />w
<br />04
<br />cj �o
<br />O
<br />06
<br />00
<br />0
<br />0
<br />u7
<br />J�
<br />1/2" I.R. BENT DOWN 8" N89056'04"E 150.03'
<br />SHOT DOWN 16" 00
<br />[MONTGOMERY, 29873] N89'58'33"E 300.54' o6
<br />S89 58 33 W 1.09 (S89 -56'14"W 301.07 MONTGOMERY, 29873) N on
<br />----------—————— — — ——— —— — —— -A
<br />�N89•58,33„E 310.54, 1/2” I.R. DOWN 4"
<br />(1309.96'1 - VOLUME 662 PAGE 650) IN FENCE
<br />C)^ ADJUSTED TRACT 1 [MONTGOMERY, 29873]
<br />W 2.06 ACRES S89'58'33"W 0.42'
<br />L,, 1.78 ACRES LESS ROAD
<br />0
<br />EXISTING PROPERTY LINE
<br />O N
<br />O
<br />ow
<br />3J
<br />O
<br />N_ >
<br />t\ �
<br />O
<br />z Q'
<br />Qi
<br />LO
<br />Li
<br />rn
<br />ADJUSTED TRACT 2
<br />0.65 Acres
<br />SALEM FRUITLAND CHURCH OF
<br />THE EVANGELICAL CHURCH OF
<br />NORTH AMERICA
<br />VOLUME 662 PAGE 650
<br />S89.58'14"W 310.42'
<br />FRUITLAND ROAD
<br />MARKET ROAD 64 (60')
<br />N89.58'14"E 330.39'
<br />(5.00 CHAINS 1330.00'1 - UNKNOWN, S01-082)
<br />• 3/8" I.R
<br />� [UNKNOV
<br />tD
<br />U
<br />W
<br />Z
<br />W
<br />1
<br />Q
<br />cD
<br />1
<br />r-20.00'
<br />I
<br />/
<br />1
<br />I
<br />(0
<br />00
<br />N
<br />00
<br />o
<br />rn
<br />\
<br />M
<br />o
<br />o
<br />0
<br />I >
<br />•
<br />O
<br />N
<br />of
<br />UJ
<br />o
<br />00n
<br />)-
<br />Lo
<br />O
<br />LOc�
<br />00
<br />w
<br />Ln ~
<br />�
<br />N M
<br />0
<br />0
<br />0
<br />3.,0I
<br />SALEM FRUITLAND CHURCH OF
<br />THE EVANGELICAL CHURCH OF
<br />NORTH AMERICA
<br />VOLUME 662 PAGE 650
<br />S89.58'14"W 310.42'
<br />FRUITLAND ROAD
<br />MARKET ROAD 64 (60')
<br />N89.58'14"E 330.39'
<br />(5.00 CHAINS 1330.00'1 - UNKNOWN, S01-082)
<br />• 3/8" I.R
<br />� [UNKNOV
<br />tD
<br />U
<br />W
<br />Z
<br />W
<br />1
<br />Q
<br />cD
<br />1
<br />-v�
<br />rn
<br />Qi
<br />LO
<br />MCSR 38723
<br />. D 0 WN 4"
<br />VN]
<br />NOTE:
<br />1) PROPERTY LINE ADJUSTMENT DEED
<br />RECORDED IN REEL 3969, PAGE 464.
<br />NARRATIVE
<br />The survey was made to monument an
<br />adjustment of the property line between
<br />the lands described in Reel 3691, Page
<br />20 and in Volume 662, Page 650, as
<br />approved in Property Line Adjustment
<br />Case No. 16-017. These properties are
<br />located in Lot 36 of Capital City Fruit
<br />Farm (Volume 1, Page 82, Book of
<br />Town Plats). These lands are bounded
<br />on the west, south, and southerly part
<br />of the east line by the lines of Lot 36.
<br />The north and northerly east lines are
<br />the result of a partitioning Survey by Richard
<br />Montgomery, Survey No. 29873. The
<br />locations of the boundaries of Lot 36
<br />where identified as follows:
<br />A 3/4" iron pipe that was correctly set
<br />on the west line of Lot 36 by Ralph
<br />Barnes in Survey 13019 and the
<br />prorated position between the southeast
<br />corner of Lot 36 and the monument
<br />referencing the southwest corner of Lot
<br />37 were held for the west line.
<br />The 3" Brass Disk at the intersection of
<br />is thought to have been set at the
<br />position of an iron pipe that was set
<br />next to the stone that marked the actual
<br />corner. The iron pipe was located to the
<br />west of a stone. The survey
<br />measurements of Survey No 9358 and
<br />Survey No. 10904 support this
<br />position. The prorated location of the
<br />southwest corner and the former
<br />position of the stone were held for the
<br />south line. For the east line of Lot 36,
<br />the former location of the stone and an
<br />iron bar on the centerline of 63rd
<br />Avenue were held.
<br />The internal boundary lines were
<br />located by holding the monuments set
<br />by Richard Montgomery in Survey
<br />29873 for lines and intersecting with the
<br />West line of Lot 36 and the west line of
<br />63rd Avenue.
<br />Monuments were set for the adjusted
<br />lines as shown. The adjusted tracts and
<br />associated easements were described
<br />based on this survey.
<br />REGISIEM
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />qeus� A 7Jyo�
<br />OREGM
<br />JULY 25, 1990
<br />JAMES S. HEPLER
<br />2451
<br />EXPIRES: 6-30-23
<br />1 N89.58'14"E 658.68' OR 9.98 CHAINS
<br />(9.968 CHAINS - BATES, 9358)
<br />\ (EAST 659.16' - GRAHAM, 2590)
<br />I MARION COUNTY 3" BRASS DISK
<br />MARION COUNTY 3" BRASS DISK MARKED "T7S R2W
<br />I MARKED "7S R2W MR 64 747 CR S21 S22
<br />+
<br />746 CR +", IN MONUMENT SEC COR
<br />BOX, DOWN 8" IN MONUMENT
<br />S89'58'14"W 0.40' BOX, DOWN 8"
<br />[GRAHAM, 2950] [GRAHAM, 2950]
<br />r-20.00'
<br />I
<br />/
<br />1
<br />I
<br />(0
<br />00
<br />N
<br />00
<br />O
<br />rn
<br />M
<br />N
<br />o
<br />0
<br />I >
<br />•
<br />O
<br />N
<br />of
<br />UJ
<br />o
<br />00n
<br />)-
<br />Lo
<br />O
<br />LOc�
<br />00
<br />w
<br />Ln ~
<br />�
<br />N M
<br />0
<br />0
<br />0
<br />3.,0I
<br />3::2
<br />o
<br />O
<br />oz
<br />00
<br />Ift
<br />0 I
<br />Lo
<br />0
<br />z
<br />o I
<br />o
<br />06
<br />Or,
<br />z
<br />z Ln
<br />O
<br />�
<br />I �
<br />0
<br />I
<br />I
<br />I
<br />1
<br />30 00'
<br />-v�
<br />rn
<br />Qi
<br />LO
<br />MCSR 38723
<br />. D 0 WN 4"
<br />VN]
<br />NOTE:
<br />1) PROPERTY LINE ADJUSTMENT DEED
<br />RECORDED IN REEL 3969, PAGE 464.
<br />NARRATIVE
<br />The survey was made to monument an
<br />adjustment of the property line between
<br />the lands described in Reel 3691, Page
<br />20 and in Volume 662, Page 650, as
<br />approved in Property Line Adjustment
<br />Case No. 16-017. These properties are
<br />located in Lot 36 of Capital City Fruit
<br />Farm (Volume 1, Page 82, Book of
<br />Town Plats). These lands are bounded
<br />on the west, south, and southerly part
<br />of the east line by the lines of Lot 36.
<br />The north and northerly east lines are
<br />the result of a partitioning Survey by Richard
<br />Montgomery, Survey No. 29873. The
<br />locations of the boundaries of Lot 36
<br />where identified as follows:
<br />A 3/4" iron pipe that was correctly set
<br />on the west line of Lot 36 by Ralph
<br />Barnes in Survey 13019 and the
<br />prorated position between the southeast
<br />corner of Lot 36 and the monument
<br />referencing the southwest corner of Lot
<br />37 were held for the west line.
<br />The 3" Brass Disk at the intersection of
<br />is thought to have been set at the
<br />position of an iron pipe that was set
<br />next to the stone that marked the actual
<br />corner. The iron pipe was located to the
<br />west of a stone. The survey
<br />measurements of Survey No 9358 and
<br />Survey No. 10904 support this
<br />position. The prorated location of the
<br />southwest corner and the former
<br />position of the stone were held for the
<br />south line. For the east line of Lot 36,
<br />the former location of the stone and an
<br />iron bar on the centerline of 63rd
<br />Avenue were held.
<br />The internal boundary lines were
<br />located by holding the monuments set
<br />by Richard Montgomery in Survey
<br />29873 for lines and intersecting with the
<br />West line of Lot 36 and the west line of
<br />63rd Avenue.
<br />Monuments were set for the adjusted
<br />lines as shown. The adjusted tracts and
<br />associated easements were described
<br />based on this survey.
<br />REGISIEM
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />qeus� A 7Jyo�
<br />OREGM
<br />JULY 25, 1990
<br />JAMES S. HEPLER
<br />2451
<br />EXPIRES: 6-30-23
<br />1 N89.58'14"E 658.68' OR 9.98 CHAINS
<br />(9.968 CHAINS - BATES, 9358)
<br />\ (EAST 659.16' - GRAHAM, 2590)
<br />I MARION COUNTY 3" BRASS DISK
<br />MARION COUNTY 3" BRASS DISK MARKED "T7S R2W
<br />I MARKED "7S R2W MR 64 747 CR S21 S22
<br />+
<br />746 CR +", IN MONUMENT SEC COR
<br />BOX, DOWN 8" IN MONUMENT
<br />S89'58'14"W 0.40' BOX, DOWN 8"
<br />[GRAHAM, 2950] [GRAHAM, 2950]
<br />r-20.00'
<br />/
<br />1
<br />I
<br />(0
<br />00
<br />N
<br />rn
<br />O
<br />>
<br />of
<br />w
<br />o0)
<br />o
<br />M
<br />U7 0 I
<br />•
<br />V_ M
<br />O
<br />I
<br />Ln
<br />-v�
<br />rn
<br />Qi
<br />LO
<br />MCSR 38723
<br />. D 0 WN 4"
<br />VN]
<br />NOTE:
<br />1) PROPERTY LINE ADJUSTMENT DEED
<br />RECORDED IN REEL 3969, PAGE 464.
<br />NARRATIVE
<br />The survey was made to monument an
<br />adjustment of the property line between
<br />the lands described in Reel 3691, Page
<br />20 and in Volume 662, Page 650, as
<br />approved in Property Line Adjustment
<br />Case No. 16-017. These properties are
<br />located in Lot 36 of Capital City Fruit
<br />Farm (Volume 1, Page 82, Book of
<br />Town Plats). These lands are bounded
<br />on the west, south, and southerly part
<br />of the east line by the lines of Lot 36.
<br />The north and northerly east lines are
<br />the result of a partitioning Survey by Richard
<br />Montgomery, Survey No. 29873. The
<br />locations of the boundaries of Lot 36
<br />where identified as follows:
<br />A 3/4" iron pipe that was correctly set
<br />on the west line of Lot 36 by Ralph
<br />Barnes in Survey 13019 and the
<br />prorated position between the southeast
<br />corner of Lot 36 and the monument
<br />referencing the southwest corner of Lot
<br />37 were held for the west line.
<br />The 3" Brass Disk at the intersection of
<br />is thought to have been set at the
<br />position of an iron pipe that was set
<br />next to the stone that marked the actual
<br />corner. The iron pipe was located to the
<br />west of a stone. The survey
<br />measurements of Survey No 9358 and
<br />Survey No. 10904 support this
<br />position. The prorated location of the
<br />southwest corner and the former
<br />position of the stone were held for the
<br />south line. For the east line of Lot 36,
<br />the former location of the stone and an
<br />iron bar on the centerline of 63rd
<br />Avenue were held.
<br />The internal boundary lines were
<br />located by holding the monuments set
<br />by Richard Montgomery in Survey
<br />29873 for lines and intersecting with the
<br />West line of Lot 36 and the west line of
<br />63rd Avenue.
<br />Monuments were set for the adjusted
<br />lines as shown. The adjusted tracts and
<br />associated easements were described
<br />based on this survey.
<br />REGISIEM
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />qeus� A 7Jyo�
<br />OREGM
<br />JULY 25, 1990
<br />JAMES S. HEPLER
<br />2451
<br />EXPIRES: 6-30-23
<br />1 N89.58'14"E 658.68' OR 9.98 CHAINS
<br />(9.968 CHAINS - BATES, 9358)
<br />\ (EAST 659.16' - GRAHAM, 2590)
<br />I MARION COUNTY 3" BRASS DISK
<br />MARION COUNTY 3" BRASS DISK MARKED "T7S R2W
<br />I MARKED "7S R2W MR 64 747 CR S21 S22
<br />+
<br />746 CR +", IN MONUMENT SEC COR
<br />BOX, DOWN 8" IN MONUMENT
<br />S89'58'14"W 0.40' BOX, DOWN 8"
<br />[GRAHAM, 2950] [GRAHAM, 2950]
<br />
|