|
0 60 120
<br />SCALE /N FEET
<br />1 "=60'
<br />0
<br />0
<br />0
<br />N87'52'55"W 227.93'
<br />[N
<br />rk "0 9 6%1
<br />1. All monuments found erect, flush, in good \
<br />condition and useable unless otherwise noted.
<br />2. MCSR - Marion County Survey Record
<br />3. MCDR - Marion County Deed Record
<br />4. PG - Page
<br />5. R/W - Right-of-way
<br />6. sq ft -Square Feet -
<br />7. -x-x- - Existing Fence
<br />RECEIVED 01/26/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />03/05/2021.
<br />MCSR 39361
<br />RECORD OF SURVEY
<br />LOCATED IN THE
<br />NORTHWEST QUARTER OF SECTION 34,
<br />TOWNSHIP 6 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN,
<br />MARION COUNTY, OREGON
<br />[16.01'] R1
<br />16.0l'--,
<br />X135.50' [135.47' C] R1;
<br />1
<br />\ 135.50' C I
<br />16.01'-)
<br />[16.01'] R1
<br />.14-
<br />o-
<br />0
<br />M
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<br />a -
<br />)8'27"W 57.70'] R1
<br />479'12'44"W 57. 3'
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<br />73.94'
<br />(1.03 CH=67.98')
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<br />(16.00') D1
<br />- 16.00'
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<br />[S88'08'E] R2
<br />FS87'58'32"E] R1, R6
<br />D2 S87*52'55"E 604.62'
<br />1 J 1
<br />EXISTING FENCE
<br />E. IS 1.7' EAST
<br />OF SET MONUMENT
<br />I
<br />LAND MARKERS
<br />SURVEYING HAS
<br />NO KNOWLEDGE
<br />r-� VOF OWNERSHIP
<br />OF EXISTING
<br />FENCE
<br />c0
<br />r -
<br />EXISTING FENCE
<br />[32.68'] R1 IS 4.3' EAST OF
<br />r
<br />32.79' SET MONUMENT
<br />035 86. . /- 17.49'
<br />142.59' 1 ..
<br />S79-09,,5 4 G
<br />[N;7
<br />N 7908'2 7 W 4p 40.23 68.64'
<br />[S79-091 El R2� C R1 (1.04 CH=68.64') D2
<br />[S00'01'42"E 4.00'] R3
<br />S02'07'05"W 4.00'
<br />0
<br />n
<br />385.12'
<br />PINE
<br />ST MR 26
<br />NARRATIVE
<br />N8752'55"W 19.88'
<br />[20.01] R1
<br />SO2.07'05"W
<br />RIW= 60 ' n 34.71'
<br />MCSR 39361
<br />The purpose of this survey is to show the locations of monuments for a proposed
<br />property line adjustment between those tracts of lands described in Reel 3151, Page
<br />272, and Parcel 1 of Reel 3983, Page 143, Marion County Deed Records as approved
<br />by Marion County Planning Case No. 20-020. The deeds for the property line
<br />adjustment are unable to be recorded at this time so the property line adjustment
<br />has not been completed. The basis of bearing for this survey is between found
<br />monuments "D" and "J" as shown on Marion County Survey Record 34539. Found
<br />monuments "A"and "D" were held for the South right of way of Pine St. The South
<br />right of way was then offset 30' Northerly to establish the centerline of said Pine St.
<br />Found monuments "D", "J", "K", "N", "P", and a point 16.00' N89'50'17"W from found
<br />monument "D" were held for the original property lines of said Parcel 1. The North
<br />end of the East line of the adjusted parcel was held at the deed distance of 67.98'
<br />Easterly of the West along the centerline of Pine St. and the South end of the East
<br />line was held at the deed distance of 68.64' Southeasterly of the West line. The new
<br />line were then placed at my clients design.
<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 />SURVEY AND DEED REFERENCES
<br />R1
<br />Indicates
<br />record
<br />information
<br />from
<br />�
<br />N
<br />of
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR 6536.
<br />R3
<br />Indicates
<br />o-
<br />^Of
<br />from
<br />Partition Plat No.
<br />90-69, as recorded in Reel
<br />808,
<br />PG 182, MCDR.
<br />R4
<br />00
<br />M
<br />N
<br />N
<br />MONUMENT REFERENCES
<br />R5
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<br />information
<br />0)
<br />QA
<br />5/8"
<br />IR
<br />WITH YPC, MARKED "PETERSEN PLS 61408", SET IN R4
<br />information
<br />from
<br />rn
<br />`�
<br />D1
<br />w
<br />©
<br />3/4
<br />IP,
<br />DOWN 0.5% 0.15 N00'09 43 E [N00'09 43 E 0.42'] R1,
<br />SET IN R2
<br />w
<br />=
<br />�''
<br />►�
<br />©
<br />5/8"
<br />IR,
<br />DOWN 0.2', 0.33' S89'50'17"E OF LINE, SET IN R1
<br />0
<br />V
<br />No
<br />�
<br />-t
<br />�
<br />0)0
<br />QD
<br />5/8"
<br />IR
<br />WITH YPC, MARKED "AZIMUTH SURVEYING", DOWN 0.3',
<br />SET IN R1
<br />0
<br />CDo
<br />0
<br />OF
<br />5/8"
<br />IR
<br />WITH YPC, MARKED "R.A. WRIGHT ENGINEERING", SET IN
<br />R3
<br />0
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<br />z
<br />©
<br />5/8"
<br />IR
<br />WITH YPC, MARKED "AZIMUTH SURVEYING", SET IN R1
<br />z
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<br />oz
<br />z
<br />`J
<br />QH
<br />5/8"
<br />IR
<br />WITH YPC, MARKED "AZIMUTH SURVEYING", SET IN R1
<br />`J
<br />0
<br />5/8"
<br />IR,
<br />UP 0.3', SET IN R1
<br />QK
<br />5/8"
<br />IR
<br />WITH YPC, MARKED "AZIMUTH SURVEYING", DOWN 1.8',
<br />SET IN R1
<br />©
<br />BENT
<br />1/2"
<br />IP, 2.24' N00'09'43"E [2.24' N00'09'43"E] R1, DOWN
<br />0.3', SET IN
<br />R2
<br />QN
<br />5/8"
<br />IR
<br />WITH DESTROYED YPC, LEANING NE, DOWN 0.2', SET IN
<br />R1
<br />©
<br />5/8"
<br />IR,
<br />DOWN 0.3', SET IN R1
<br />[N
<br />rk "0 9 6%1
<br />1. All monuments found erect, flush, in good \
<br />condition and useable unless otherwise noted.
<br />2. MCSR - Marion County Survey Record
<br />3. MCDR - Marion County Deed Record
<br />4. PG - Page
<br />5. R/W - Right-of-way
<br />6. sq ft -Square Feet -
<br />7. -x-x- - Existing Fence
<br />RECEIVED 01/26/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />03/05/2021.
<br />MCSR 39361
<br />RECORD OF SURVEY
<br />LOCATED IN THE
<br />NORTHWEST QUARTER OF SECTION 34,
<br />TOWNSHIP 6 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN,
<br />MARION COUNTY, OREGON
<br />[16.01'] R1
<br />16.0l'--,
<br />X135.50' [135.47' C] R1;
<br />1
<br />\ 135.50' C I
<br />16.01'-)
<br />[16.01'] R1
<br />.14-
<br />o-
<br />0
<br />M
<br />t(
<br />N
<br />a -
<br />)8'27"W 57.70'] R1
<br />479'12'44"W 57. 3'
<br />00
<br />O
<br />o �
<br />0
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<br />73.94'
<br />(1.03 CH=67.98')
<br />67.98'__-"1-I'-
<br />1�
<br />(16.00') D1
<br />- 16.00'
<br />af
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<br />67.60'
<br />N88'57'34
<br />© 1
<br />LO
<br />M
<br />LO
<br />[S88'08'E] R2
<br />FS87'58'32"E] R1, R6
<br />D2 S87*52'55"E 604.62'
<br />1 J 1
<br />EXISTING FENCE
<br />E. IS 1.7' EAST
<br />OF SET MONUMENT
<br />I
<br />LAND MARKERS
<br />SURVEYING HAS
<br />NO KNOWLEDGE
<br />r-� VOF OWNERSHIP
<br />OF EXISTING
<br />FENCE
<br />c0
<br />r -
<br />EXISTING FENCE
<br />[32.68'] R1 IS 4.3' EAST OF
<br />r
<br />32.79' SET MONUMENT
<br />035 86. . /- 17.49'
<br />142.59' 1 ..
<br />S79-09,,5 4 G
<br />[N;7
<br />N 7908'2 7 W 4p 40.23 68.64'
<br />[S79-091 El R2� C R1 (1.04 CH=68.64') D2
<br />[S00'01'42"E 4.00'] R3
<br />S02'07'05"W 4.00'
<br />0
<br />n
<br />385.12'
<br />PINE
<br />ST MR 26
<br />NARRATIVE
<br />N8752'55"W 19.88'
<br />[20.01] R1
<br />SO2.07'05"W
<br />RIW= 60 ' n 34.71'
<br />MCSR 39361
<br />The purpose of this survey is to show the locations of monuments for a proposed
<br />property line adjustment between those tracts of lands described in Reel 3151, Page
<br />272, and Parcel 1 of Reel 3983, Page 143, Marion County Deed Records as approved
<br />by Marion County Planning Case No. 20-020. The deeds for the property line
<br />adjustment are unable to be recorded at this time so the property line adjustment
<br />has not been completed. The basis of bearing for this survey is between found
<br />monuments "D" and "J" as shown on Marion County Survey Record 34539. Found
<br />monuments "A"and "D" were held for the South right of way of Pine St. The South
<br />right of way was then offset 30' Northerly to establish the centerline of said Pine St.
<br />Found monuments "D", "J", "K", "N", "P", and a point 16.00' N89'50'17"W from found
<br />monument "D" were held for the original property lines of said Parcel 1. The North
<br />end of the East line of the adjusted parcel was held at the deed distance of 67.98'
<br />Easterly of the West along the centerline of Pine St. and the South end of the East
<br />line was held at the deed distance of 68.64' Southeasterly of the West line. The new
<br />line were then placed at my clients design.
<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 />SURVEY AND DEED REFERENCES
<br />R1
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR 34539.
<br />R2
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR 6536.
<br />R3
<br />Indicates
<br />record
<br />information
<br />from
<br />Partition Plat No.
<br />90-69, as recorded in Reel
<br />808,
<br />PG 182, MCDR.
<br />R4
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR 38974.
<br />R5
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR 6758.
<br />R6
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR 34228.
<br />D1
<br />Indicates
<br />record
<br />information
<br />from
<br />Reel 3983, PG 143,
<br />MCDR
<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 />uses."
<br />
|