Wim"01 110A
<br />The purpose of this survey was to set monuments at the corners of that tract of land
<br />described in Reel 4409, Page 372, Marion County Deed Records. The basis of bearings for this
<br />survey is between found monuments "A" and "B" as shown on Marion County Survey Record
<br />34228, said monuments were also held for the centerline of a road as shown on Marion County
<br />Survey 4918 being 40 feet in width and the East property line. The North right of way line of
<br />Pine Street Northeast and the South line of the subject property was established by holding
<br />found monuments "K" and "C" and projecting to the East property line to establish the
<br />Southeast property corner. The North line of the subject property was established by holding
<br />found monument "J" and a point at the record distance of 436.00' Northerly of the Southeast
<br />corner as shown on Marion County Survey Record 6758. The West line of the subject property
<br />was established by holding the record distance of 100.00' easterly of found monument "D" on
<br />said North right of way as shown in Marion County Survey 6758 and a bearing parallel to the
<br />East property line. Monuments were then set at the intersection of said North, South, West and
<br />East property lines.
<br />EQUIPMENT AND PROCEDURE
<br />A LEICA TS12 Electronic Total Station Survey System;
<br />CARLSON SURVEY Data Collector with supplemental
<br />hand-written field survey notes were used in this survey.
<br />150-12"'r*-, 100-06'iT`-�
<br />[50'] R6, [ 100.00'] C R1,
<br />IR8 R7
<br />50' � � 0)
<br />LQ
<br />QA
<br />to
<br />IP [1" IP] R2, R4, DOWN 0.4', O.U., AS SHOWN IN R11
<br />Z
<br />O
<br />to
<br />©
<br />(6
<br />co M
<br />cocr-
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<br />O
<br />©
<br />5/8"
<br />O
<br />0
<br />O
<br />S02'01'29"W OF EAST -WEST LINE [0.14' S40'41'41 "E] R5,
<br />II
<br />Z
<br />N
<br />O
<br />QH
<br />5/8"
<br />IR WITH YPC MARKED "ANDREWS RLS 1626", UP 0.2, SET IN R10
<br />o
<br />1/2"
<br />IR [3/4" IP] R1, DOWN 0.2', 0.25' NO2-01'29"E [0.24' S27 -11'44"W]
<br />MCSR
<br />V)
<br />0
<br />�\
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<br />5/8"
<br />IR WITH YPC MARKED "BEI LS 1162", 0.11' N00'03'06"W OF R/W,
<br />record
<br />Y
<br />from
<br />MCSR
<br />29808.
<br />R8
<br />Indicates
<br />record
<br />55'
<br />from
<br />MCSR
<br />22536.
<br />0
<br />214.96'
<br />[215.00'] C R1
<br />[215.04'1 R10
<br />0'
<br />Of U
<br />U r--,
<br />0 O
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<br />M
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<br />u
<br />[315.04'] C R5
<br />[315.00'] C R1, R3, R6
<br />1 315.10' 1
<br />[N87'55'W 1303.6'1 C R6
<br />[N87'55'00"W] R1, R7, R1 1
<br />© (D N87'58'31 "W 1303.83'
<br />100.19'� -
<br />[100.00'j R 1, R6 599.72'
<br />I [600'] C R6
<br />[700'] C R3, R6
<br />700.01" I
<br />© � t
<br />PINE ST NE"60' 30'
<br />MR 26 S87'58'44"E 1253.68' __T
<br />[S87'58'32"E] R2
<br />[N87.55'W 1253.6] C R3, R6
<br />I[N87055'W] R7
<br />0 100 200
<br />SCALE /N FEET
<br />1 *"=100'
<br />RECEIVED 08/02/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />09/14/2021.
<br />MCSR 39470
<br />NOTES
<br />N
<br />rn
<br />1'
<br />00
<br />[20'] R6
<br />20.01'
<br />0 [218.6'] C R6-----.
<br />218.76' 1
<br />000.2R06 1118.57'
<br />[ �] [ 1 18.6'] R6
<br />20.00'
<br />N
<br />QA
<br />co
<br />IP [1" IP] R2, R4, DOWN 0.4', O.U., AS SHOWN IN R11
<br />O
<br />O
<br />�--,
<br />©
<br />(6
<br />co M
<br />cocr-
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<br />r7
<br />5/8"
<br />w
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<br />u
<br />0
<br />O
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<br />0
<br />N
<br />IR WITH YPC MARKED "DLT & ASSOC LS 1362",
<br />MCSR
<br />O
<br />o
<br />O
<br />•
<br />©
<br />5/8"
<br />O
<br />o
<br />W
<br />r
<br />S02'01'29"W OF EAST -WEST LINE [0.14' S40'41'41 "E] R5,
<br />in MCDR
<br />DOWN
<br />N
<br />O
<br />QH
<br />5/8"
<br />IR WITH YPC MARKED "ANDREWS RLS 1626", UP 0.2, SET IN R10
<br />0
<br />O
<br />1/2"
<br />IR [3/4" IP] R1, DOWN 0.2', 0.25' NO2-01'29"E [0.24' S27 -11'44"W]
<br />MCSR
<br />V)
<br />01/2
<br />R6 R6
<br />` [ 100'] R3. [ 1 18.6'] R3, `
<br />100.00' "- 118.579 `�;
<br />O \218.57' ©-
<br />R W:-"7 VARIES 30' [218.6'j C R3, R6 .
<br />1. All monuments found erect, flush, in good
<br />condition and useable unless otherwise noted.
<br />2. MCSR - Marion County Survey Records
<br />3. MCDR - Marion County Deed Records
<br />4. PG - Page
<br />5. R/W - Right-of-way
<br />6. O.U. - Origin unknown
<br />7. 0 - Set 5/8" X 30" iron rod with a YPC
<br />marked "PETERSEN PLS 61408" on June 28, 2021
<br />20.01'
<br />[20.01'] R2
<br />MCSR 39470
<br />RECORD OF SURVEY
<br />LOCATED IN THE
<br />NORTHEAST QUARTER OF SECTION 33 AND
<br />NORTHWEST QUARTER OF SECTION 34,
<br />TOWNSHIP 6 SOUTH, RANGE 1 WEST, OF THE WILLAMETTE MERIDIAN,
<br />MARION COUNTY, OREGON
<br />of 0
<br />r= ?
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<br />u
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<br />%3.89'
<br />[4.00'] C R2 34 64'
<br />[4.00'] R4 T j
<br />"This map does not guarantee that any
<br />particular use may be made of the
<br />property illustrated hereon. Parties
<br />should check with the City or County
<br />planning department to verify approved
<br />to
<br />uses.
<br />MONUMENT REFERENCES
<br />QA
<br />1/2"
<br />IP [1" IP] R2, R4, DOWN 0.4', O.U., AS SHOWN IN R11
<br />©
<br />5/8"
<br />IR WITH YPC MARKED "AZIMUTH SURVEYING", SET IN R2
<br />©
<br />3/4"
<br />IP [1" IP] R1, R5 [3/4" IP] R2, DOWN 0.4', AS SHOWN IN R11
<br />QD
<br />5/8"
<br />IR WITH YPC MARKED "DLT & ASSOC LS 1362", DOWN 0.3, O.U.
<br />QE
<br />5/8"
<br />IR WITH YPC MARKED "DLT & ASSOC LS 1362", O.U.
<br />0
<br />5/8"
<br />IR WITH YPC MARKED "DLT & ASSOC LS 1362",
<br />MCSR
<br />0.15'
<br />S02001'29"W OF EAST -WEST LINE, DOWN 0.4, SET IN R1
<br />©
<br />5/8"
<br />IR WITH YPC MARKED "DLT & ASSOC LS 1362",
<br />from
<br />0.15'
<br />S02'01'29"W OF EAST -WEST LINE [0.14' S40'41'41 "E] R5,
<br />in MCDR
<br />DOWN
<br />0.4', SET IN R1
<br />QH
<br />5/8"
<br />IR WITH YPC MARKED "ANDREWS RLS 1626", UP 0.2, SET IN R10
<br />record
<br />1/2"
<br />IR [3/4" IP] R1, DOWN 0.2', 0.25' NO2-01'29"E [0.24' S27 -11'44"W]
<br />MCSR
<br />OF EAST -WEST LINE, SET IN R9
<br />01/2
<br />to
<br />IP, [0.05' NORTH] R1 [0.16 N85028'07"E] R5, UP 0.2', SET IN R8
<br />QK
<br />1/2"
<br />IR, [0.06' WEST & 0.04' SOUTH] R1, DOWN 0.4', SET IN R9
<br />©
<br />5/8"
<br />IR WITH YPC MARKED "BEI LS 1162", 0.11' N00'03'06"W OF R/W,
<br />record
<br />SET IN R5
<br />SURVEY AND DEED REFERENCES
<br />R1
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />31994.
<br />R2
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />34228.
<br />R3
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />5808.
<br />R4
<br />Indicates
<br />record
<br />information
<br />from
<br />Partition Plat 90-69, as recorded
<br />in MCDR
<br />Reel 808, Page 182.
<br />R5
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />33948.
<br />R6
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />6758.
<br />R7
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />29808.
<br />R8
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />22536.
<br />R9
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />22561.
<br />R10
<br />Indicates
<br />record
<br />information
<br />from
<br />Partition Plat 2002-086, as
<br />recorded
<br />in MCDR
<br />Reel 2037, Page
<br />325.
<br />R11
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />4918.
<br />D1
<br />Indicates
<br />record
<br />information
<br />from
<br />MCDR
<br />Reel 4409, Pg 372.
<br />
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