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0'
<br />r`
<br />00 rn
<br />N LO
<br />�U')
<br />00
<br />00
<br />uZ
<br />BASIS OF BEA RINGS
<br />[N89'38'30"E 380.58'] R1
<br />/ N89038'30"E 380.34'
<br />0 [N89038'30"E 202.67'] R3 22.06'
<br />A 202.94' [202.59'] R1
<br />1— 225.00'1-
<br />155.34' _/T__
<br />�H
<br />— 225.00' —`
<br />N89'34' 12"E 358.37'
<br />[N89'38'30"E 357.67'] R1
<br />S8 5058,00„W" 127.71'] R1
<br />I 127.71' —. .4,00"E X9;9 R2
<br />1 1, N83 56 20 E N -76.54,W �g.95
<br />C3 CSS 6 5
<br />0 50 100
<br />SCALE /N FEET
<br />1 "=50'
<br />RECEIVED 08/02/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />09/02/2021.
<br />MCSR 39471
<br />CURVE TABLE
<br />60 ,
<br />\s8 a
<br />F
<br />8•
<br />ti��a
<br />�'
<br />110N 0 6
<br />i
<br />RECORD OF SURVEY
<br />LOCATED IN THE
<br />SOUTHEAST QUARTER OF SECTION 14,
<br />TOWNSHIP 9 SOUTH, RANGE 1 EAST, OF THE WILLAMETTE MERIDIAN,
<br />MARION COUNTY, OREGON
<br />S74.49,,8"
<br />E 134,p1,
<br />41
<br />W,A
<br />N89'38'30"E 380.17'
<br />[N89'38'30"E 380.23] R1
<br />i
<br />�. L 0 T 1
<br />LOT 2
<br />v /
<br />S02056'47"W AD �, 4P,
<br />135.05
<br />[S02054'55"W 4.4�, PJ4 � 2�
<br />135.22'] R1 ,p�154R� �0 G �2
<br />.�°`•o ,� � ''R P OSP
<br />A J�
<br />NOTES
<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. BOTP – Book of Town Plats
<br />5. VOL – Volume
<br />6. PG – Page
<br />7. R/W – Right–of–way
<br />8. WPC – White Plastic Cap
<br />9. 0 – Set 5/8" IR with YPC marked "PETERSEN
<br />PLS 61408"
<br />10. PT – Point of Tangent
<br />11. PC – Point of Curvature
<br />MONUMENT REFERENCES
<br />QA
<br />5/8"
<br />IR,
<br />UP 0.1', SET IN R3
<br />^^ Q?
<br />U-)�
<br />o'
<br />o o
<br />'too
<br />0 r-
<br />'0
<br />a;
<br />N O
<br />N N
<br />N O
<br />1� R)
<br />00
<br />1" IP,
<br />oo
<br />�E
<br />3/4"
<br />N N
<br />BENT, UP 0.6', 0.15' S62'02' 13"W FROM COMPUTED PC, SET IN R2
<br />)
<br />O
<br />u
<br />0
<br />.-
<br />0 /
<br />©
<br />5/8"
<br />IR
<br />WITH WPC, MARKED "RP GORMAN LSO 1196", SET IN R1
<br />O
<br />z
<br />� Z
<br />IR,
<br />DOWN 0.2', SET IN R1
<br />1
<br />�H
<br />— 225.00' —`
<br />N89'34' 12"E 358.37'
<br />[N89'38'30"E 357.67'] R1
<br />S8 5058,00„W" 127.71'] R1
<br />I 127.71' —. .4,00"E X9;9 R2
<br />1 1, N83 56 20 E N -76.54,W �g.95
<br />C3 CSS 6 5
<br />0 50 100
<br />SCALE /N FEET
<br />1 "=50'
<br />RECEIVED 08/02/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />09/02/2021.
<br />MCSR 39471
<br />CURVE TABLE
<br />60 ,
<br />\s8 a
<br />F
<br />8•
<br />ti��a
<br />�'
<br />110N 0 6
<br />i
<br />RECORD OF SURVEY
<br />LOCATED IN THE
<br />SOUTHEAST QUARTER OF SECTION 14,
<br />TOWNSHIP 9 SOUTH, RANGE 1 EAST, OF THE WILLAMETTE MERIDIAN,
<br />MARION COUNTY, OREGON
<br />S74.49,,8"
<br />E 134,p1,
<br />41
<br />W,A
<br />N89'38'30"E 380.17'
<br />[N89'38'30"E 380.23] R1
<br />i
<br />�. L 0 T 1
<br />LOT 2
<br />v /
<br />S02056'47"W AD �, 4P,
<br />135.05
<br />[S02054'55"W 4.4�, PJ4 � 2�
<br />135.22'] R1 ,p�154R� �0 G �2
<br />.�°`•o ,� � ''R P OSP
<br />A J�
<br />NOTES
<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. BOTP – Book of Town Plats
<br />5. VOL – Volume
<br />6. PG – Page
<br />7. R/W – Right–of–way
<br />8. WPC – White Plastic Cap
<br />9. 0 – Set 5/8" IR with YPC marked "PETERSEN
<br />PLS 61408"
<br />10. PT – Point of Tangent
<br />11. PC – Point of Curvature
<br />MONUMENT REFERENCES
<br />QA
<br />5/8"
<br />IR,
<br />UP 0.1', SET IN R3
<br />©
<br />3/4"
<br />IP,
<br />UP 0.1', SET IN R5
<br />©
<br />5/8"
<br />IR
<br />5/8" WITH WPC, MARKED "RP GORMAN LSO 1196", UP 0.60, SET IN R1
<br />QD
<br />1" IP,
<br />DOWN 0.6', 0.26' N38'41'29"W FROM COMPUTED PT, SET IN R2
<br />�E
<br />3/4"
<br />IP,
<br />BENT, UP 0.6', 0.15' S62'02' 13"W FROM COMPUTED PC, SET IN R2
<br />QF
<br />5/8"
<br />IR
<br />WITH WPC, MARKED "RP GORMAN LSO 1196" DOWN 0.2, SET IN R1
<br />©
<br />5/8"
<br />IR
<br />WITH WPC, MARKED "RP GORMAN LSO 1196", SET IN R1
<br />QH
<br />5/8"
<br />IR,
<br />DOWN 0.2', SET IN R1
<br />CURVE RADIUS
<br />ARC LENGTH
<br />CHORD LENGTH
<br />CHORD BEARING
<br />DELTA ANGLE
<br />C1 382.85'
<br />160.37'
<br />159.20'
<br />N51054'05"E
<br />24'00'00"
<br />382.85' R1
<br />from
<br />"RIVERHAVEN ADDITION",
<br />24'00' R1
<br />C2 268.87'
<br />173.62'
<br />170.62'
<br />S58'24'03"W
<br />36'59'55"
<br />268.87' R1
<br />information
<br />from
<br />MCSR
<br />37'00' R1
<br />C3 521.09'
<br />128.03'
<br />127.71'
<br />S83'56'20"W
<br />14'04'39"
<br />521.09' R1
<br />17511.
<br />R5
<br />Indicates
<br />15'30']R 1
<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 />MCSR 39471
<br />N00' 1455'W
<br />66.59'
<br />[66.76'] R1
<br />NE CORNER OF
<br />LOT 1, "RIVERHAVEN
<br />ADDITION", VOL. 23,
<br />PAGE 32, BOTP
<br />NARRA TIVE
<br />The purpose of this survey is to show where monuments were set
<br />for a property line adjustment between Parcel 1 and Parcel 2 of
<br />Reel 3851, Page 184, Marion County Deed Records and Reel 4132,
<br />Page 215, Marion County Deed Records as approved by Marion
<br />County Planning for property line adjustment case no. 19-025 that
<br />was never completed. The deeds were never recorded so the
<br />property line adjustment was never completed. The basis of bearings
<br />for this survey is between found monuments "A" and "C" as shown
<br />on Marion County Survey Record 29301, said points were also held
<br />for the North line. Found monuments "A" and "G" were held for the
<br />West line. Record information from Marion County Survey 29301 and
<br />found monument "G" was held to establish the North right of way
<br />of Riverhaven Lane as shown hereon. This was the best "fit"
<br />resolution for found monuments "D" and "E". The East corner was
<br />then established by projecting the North line Easterly and
<br />intersecting with the tangent leaving curve 1. The adjusted lines
<br />were then set at my clients design.
<br />EQUIPMENT AND PROCEDURE
<br />A LEICA TCR405 Electronic Total Station Survey System;
<br />and a CARLSON SURVEY Data Collector with
<br />supplemental hand–written field survey notes were used
<br />in this survey.
<br />SURVEY AND DEED REFERENCES
<br />R1
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />29301.
<br />R2
<br />Indicates
<br />record
<br />information
<br />from
<br />"RIVERHAVEN ADDITION",
<br />Vol 23,
<br />Pg 32,
<br />Book of Town Plats.
<br />R3
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />22429.
<br />R4
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />17511.
<br />R5
<br />Indicates
<br />record
<br />information
<br />from
<br />MCSR
<br />9304.
<br />D1
<br />Indicates
<br />record
<br />information
<br />from
<br />MCDR
<br />Reel 1218, Pg 242.
<br />
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