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NARRATIVE
<br />= Found Monument as noted, flush
<br />S00'36'37"W
<br />= O
<br />0�I� N
<br />This survey was made to
<br />monument a
<br />property
<br />line adjustment between the
<br />tracts of land described
<br />in Reel 2582,
<br />Page 310
<br />and Reel 3303, Page 52. In
<br />addition, the survey was
<br />made to identify
<br />the westerly south line of the
<br />southerly tract and place
<br />stakes along
<br />that line.
<br />The adjustment was approved
<br />by Marion County in Notice of Decision,
<br />Property
<br />Line Adjustment Case No.
<br />20-015.
<br />MwM�
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<br />Both original tracts were surveyed by William Shull (see Survey No. 27612).
<br />Later, the Scism Road was surveyed in a pre -construction and post -
<br />construction survey by Bauer (see survey 32963). Bauer replaced
<br />monuments that were destroyed during construction. For the lines
<br />intersecting the adjusted line, monuments and record information from these
<br />surveys were used. Monument for the adjusted line were set as shown.
<br />The south line was identified as follows: Deeds adjacent to the south line are.
<br />described from different directions. Despite this, both deeds agree on
<br />location of the line according to all past surveys. Early deeds north of the
<br />line, for example Volume 91, Page 120, call for Weisner s north line. In
<br />1905, County Surveyor B.B. Herrick surveyed the line. At the east end of the
<br />line he set a yew stake. At the west end of the original line he set a stone.
<br />Deeds south of the line are described by metes and bounds from the south
<br />with no call for a line. However, the courses match with a 1923 survey for
<br />E.G. Wiesner by Deputy County Surveyor Hugh Fisher (see survey No.
<br />6738). In 1979, William Shull found the yew stake and remains of two
<br />bearing trees that Herrick had marked. From this evidence he set an iron rod.
<br />It is his iron rod that I have used for the east end of the line. At the west end
<br />of the line, Herricks stone was soon lost. Subsequent survey by Fisher,
<br />Herrick, and Knox all agree upon a post that apparently memorialized the
<br />former position of the stone. The post is missing, but other remaining
<br />monuments from Survey No. 7257 give reference to its position. Based on
<br />that location, the monuments set on the line by Herrick in the survey of Scism
<br />Road (County Road Record No. 535) were set on the line as he indicates.
<br />Herrick's iron rod at the easterly angle was replaced by Bauer. I have
<br />accepted Bauer's iron rod for the east end of the line. Stakes were set at
<br />intervals along the line. DETAIL
<br />SCALE 1" = 50'
<br />rn
<br />Q ) ,
<br />PROPERTY LINE ADJUSTMENT SURVEY
<br />FOR
<br />ROBERT YACHTER
<br />in the SE 1 /4 and SW 1 4 of SECTION 19, T. 6 S. R. 1 W. W.M.
<br />MAR ON COUNTY, OREGON
<br />JUNE 4, 2020
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<br />SEE DETAIL N88'57'06"E
<br />�J (N88'23'37"E - REEL 3178, PAGE 250)
<br />407.95' T 606.97'
<br />ARC=192.46' 192.46'
<br />RADIUS=200.00' ((200.00'
<br />DELTA= 55'08'04" (55'08'04"
<br />CHORD=N28'30'21 'W 185.12
<br />(N29'25'15"W 185.11' -
<br />BAUER, 32963)
<br />2" ALUMINUM CAP I�
<br />101+13.45
<br />(100+83.41 -
<br />BAUER, 32963)
<br />N00'56'41 "W 369.96'
<br />(NO1'51'31 "W 369.94' - BAUER, 32963) M
<br />R
<br />o') .�'I'`I'I 216 2� RADIUS A 000 009 (1000.00'
<br />V)NW cD `56$ vL�-, DELTA= 1'32'33" (01'32'36"
<br />D _ LO LO Q < SN CHORD= N00'05'19"W 26.92
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<br />- (S88'23'37"W 172.20' - SHULL, 27612) -
<br />\_ OLD ROAD CENTERLINE _
<br />N89'22'04"E 185.17'
<br />(S88'25'47"W 185.12' - BAUER, 32963)
<br />(205.00' -
<br />N56'07'11 "W 36.04'
<br />(N56'59'05"W 36.00' - BAUER, 32963)
<br />AZIMUTH SURVEYING
<br />2015 Market Street, NE
<br />Salem, Oren 97301
<br />Phone (503 364-0026
<br />Project No. 20-008
<br />RECEIVED 06/30/2020 BY
<br />MARION COUNTY SURVEYOR
<br />APPROVED FOR FILING ON
<br />05/27/2021.
<br />MCSR 39263
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<br />(NO1'04'55"W 26.94' -
<br />BAUER, 32963)
<br />2" ALUMINUM CAP
<br />97+43.49
<br />(97+13.47 - BAUER, 32963)
<br />N00'36'32"E 588.18'
<br />(NO1'18'37"W 618.21' -
<br />BAUER, 32963)
<br />--568.15'
<br />99+80.00 26.74 RIGHT
<br />(99+50.00 26.74' RIGHT -
<br />BAUER, 32963)
<br />rBAUEER,
<br />MARION COUNTY
<br />REEL 992, PAGE 52
<br />80.00 44.00 RIGHT
<br />50.00 44.00 RIGHT 32963)
<br />J
<br />5/8" I.R. DOWN 4"
<br />96+50.36 20.12 RIGHT
<br />2" ALUMINUM CAP 96+20.22 20.00 RIGHT)
<br />97+16.56 [BAUER, 32963]
<br />(96+86.53 - BAUER, 32963) / ---------------------
<br />2"ALUMINUM CAP / o
<br />to CAN READ "OTAK" 14
<br />96+30.02 0.04 RIGHT N
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<br />= Found Monument as noted, flush
<br />S00'36'37"W
<br />= O
<br />0�I� N
<br />with ground surface and in good
<br />S10'44'15"E
<br />UONr7
<br />condition unless otherwise noted
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<br />5/8" I.R. WITH YELLOW
<br />PLASTIC CAP MARKED \
<br />"OTAK INC"
<br />[BAUER, 32963]
<br />j 1511.19' OR 22.896 CHAINS
<br />(WEST 22.90 CHAINS - FISHER, 6738)
<br />1
<br />1/4" X 1/2" I.B. DOWN 4"
<br />[KNOX, 7257]
<br />�6 RR
<br />I S.E. COR.
<br />O
<br />D.L.C. 39
<br />3" BRASS DISK FLUSH IN CONCRETE CYLINDER
<br />CONCRETE CYLINDER UP 4"
<br />MARKED AS SHOWN
<br />[MARION COUNTY, 4409BO20]
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<br />ADJUSTED TRACT 1
<br />8.71 ACRES
<br />7.91 ACRES LESS ROAD
<br />385.90'
<br />S89'24'34"E 405.91'
<br />ADJUSTED PROPERTY LINE
<br />MCSR 39263
<br />`FFS 46,
<br />4 3
<br />8 44, >
<br />1 qcF 3
<br />0
<br />I__NI-c40
<br />to II N
<br />a (S88'29'37"W 609_30 - REEL 3178, PAGE 250)
<br />J II II aa. NUSOM ROAD NE CR 634
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<br />ADJUSTED TRACT 2
<br />t 92.80 ACRES
<br />5/8" I.R. DOWN 2.5'
<br />EXISTING PROPERTY LINE [SHULL, 27612]
<br />---------------------------------------------------------------------------�
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<br />BASIS OF BEARINGS
<br />`L x NAD 83 (2011), EPOCH 2010.00,
<br />(b�ga OREGON COORDINATE REFERENCE SYSTEM,
<br />SALEM ZONE
<br />1025.00'
<br />S88'59'51 "W 1025.20' - SHULL, 27612)
<br />t N88'39'36"E 1025.13' - BAUER, 32963)
<br />N
<br />cD
<br />PROPERTY LINE ADJUSTMENT DEED
<br />N
<br />RECORDED IN REEL 4393, PAGE 68
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<br />VACH TER RLT N
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<br />1 1/4" I.P.
<br />[BARNES, 14873]
<br />LATH SET AT INTERVALS ALONG UNE
<br />1203.38' OR 18.233 CHAINS _ _ _ _ _ I
<br />(WESTN18 20 EST CHAINS 20 AINSREELI 4069, PAGE 119) I
<br />5/8" I.R. WITH YELLOW PLASTIC CAP
<br />MARKED "OTAK INC" /
<br />[BAUER, 32963] VOGEL/ MULLANE
<br />S44'44'52"E 28.13' REEL 3516, PAGE 245
<br />S89'35'39"W 2714.57' OR 41.13 CHAINS
<br />(WEST €41.10 CHAINSI - FISHER, 6738)
<br />N00'07'39"W 95.73'
<br />(NO1'02'32"W 95.72' - BAUER, 32963)
<br />5/8" I.R. WITH YELLOW PLASTIC CAP
<br />MARKED "OTAK INC."
<br />[BAUER, 32963]
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<br />3/4" I.R. BENT
<br />N N 44'56' W 0.49'
<br />`-'[UNKNOWN]
<br />5/8" I.R. DOWN 10"
<br />[SHULL, 27612]
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />JULY 25, 1990
<br />JAMES S. HEPLER
<br />2451
<br />EXPIRES: 6-30-21
<br />S89'46'1 4"E 1369.33'
<br />(N89'37'37"E 1369.33' - SHULL, 27612)
<br />LEGEND
<br />•
<br />= Found Monument as noted, flush
<br />S00'36'37"W
<br />337.68'
<br />with ground surface and in good
<br />S10'44'15"E
<br />101.48'
<br />condition unless otherwise noted
<br />S05'32'40"W
<br />■
<br />= Found 2" Aluminum Cap, under
<br />S00'35'41 "W
<br />225.80'
<br />chip seal, unreadable unless
<br />otherwise noted [Bauer, 32963]
<br />0
<br />= Set 5/8"X30" Iron Rod with Yellow
<br />1/4" X 1/2" I.B. DOWN 4"
<br />[KNOX, 7257]
<br />�6 RR
<br />I S.E. COR.
<br />O
<br />D.L.C. 39
<br />3" BRASS DISK FLUSH IN CONCRETE CYLINDER
<br />CONCRETE CYLINDER UP 4"
<br />MARKED AS SHOWN
<br />[MARION COUNTY, 4409BO20]
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<br />ADJUSTED TRACT 1
<br />8.71 ACRES
<br />7.91 ACRES LESS ROAD
<br />385.90'
<br />S89'24'34"E 405.91'
<br />ADJUSTED PROPERTY LINE
<br />MCSR 39263
<br />`FFS 46,
<br />4 3
<br />8 44, >
<br />1 qcF 3
<br />0
<br />I__NI-c40
<br />to II N
<br />a (S88'29'37"W 609_30 - REEL 3178, PAGE 250)
<br />J II II aa. NUSOM ROAD NE CR 634
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<br />ADJUSTED TRACT 2
<br />t 92.80 ACRES
<br />5/8" I.R. DOWN 2.5'
<br />EXISTING PROPERTY LINE [SHULL, 27612]
<br />---------------------------------------------------------------------------�
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<br />� /
<br />BASIS OF BEARINGS
<br />`L x NAD 83 (2011), EPOCH 2010.00,
<br />(b�ga OREGON COORDINATE REFERENCE SYSTEM,
<br />SALEM ZONE
<br />1025.00'
<br />S88'59'51 "W 1025.20' - SHULL, 27612)
<br />t N88'39'36"E 1025.13' - BAUER, 32963)
<br />N
<br />cD
<br />PROPERTY LINE ADJUSTMENT DEED
<br />N
<br />RECORDED IN REEL 4393, PAGE 68
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<br />VACH TER RLT N
<br />REEL 2582, PAGE 4100 (0
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<br />1 1/4" I.P.
<br />[BARNES, 14873]
<br />LATH SET AT INTERVALS ALONG UNE
<br />1203.38' OR 18.233 CHAINS _ _ _ _ _ I
<br />(WESTN18 20 EST CHAINS 20 AINSREELI 4069, PAGE 119) I
<br />5/8" I.R. WITH YELLOW PLASTIC CAP
<br />MARKED "OTAK INC" /
<br />[BAUER, 32963] VOGEL/ MULLANE
<br />S44'44'52"E 28.13' REEL 3516, PAGE 245
<br />S89'35'39"W 2714.57' OR 41.13 CHAINS
<br />(WEST €41.10 CHAINSI - FISHER, 6738)
<br />N00'07'39"W 95.73'
<br />(NO1'02'32"W 95.72' - BAUER, 32963)
<br />5/8" I.R. WITH YELLOW PLASTIC CAP
<br />MARKED "OTAK INC."
<br />[BAUER, 32963]
<br />i
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<br />3/4" I.R. BENT
<br />N N 44'56' W 0.49'
<br />`-'[UNKNOWN]
<br />5/8" I.R. DOWN 10"
<br />[SHULL, 27612]
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />JULY 25, 1990
<br />JAMES S. HEPLER
<br />2451
<br />EXPIRES: 6-30-21
<br />S89'46'1 4"E 1369.33'
<br />(N89'37'37"E 1369.33' - SHULL, 27612)
<br />LEGEND
<br />•
<br />= Found Monument as noted, flush
<br />S00'36'37"W
<br />337.68'
<br />with ground surface and in good
<br />S10'44'15"E
<br />101.48'
<br />condition unless otherwise noted
<br />S05'32'40"W
<br />■
<br />= Found 2" Aluminum Cap, under
<br />S00'35'41 "W
<br />225.80'
<br />chip seal, unreadable unless
<br />otherwise noted [Bauer, 32963]
<br />0
<br />= Set 5/8"X30" Iron Rod with Yellow
<br />Plastic Cap Marked "AZIMUTH
<br />SURVEYING"
<br />( )
<br />= Data of Record
<br />=
<br />Data Computed from one or more
<br />Record Sources as noted
<br />[ ] =
<br />Surveyor, File Number for survey in
<br />which monument probably originated
<br />I.P.
<br />= Iron Pipe
<br />I.R.
<br />= Iron Rod
<br />1. B.
<br />= Iron Bar
<br />-x-x- =
<br />Fence
<br />SCALE 1 " =
<br />200'
<br />LINE BEARING DISTANCE
<br />L1
<br />S00'36'37"W
<br />337.68'
<br />L2
<br />S10'44'15"E
<br />101.48'
<br />L3
<br />S05'32'40"W
<br />231.67'
<br />L4
<br />S00'35'41 "W
<br />225.80'
<br />
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