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<br />_824.93' (825.00)A&C&F&G -
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<br />S 00006'00" W / 1
<br />N 89054'00" W 21.84' (21.84)D
<br />117.11'(117.03)D (S 00003'57" W)D /
<br />(N 89°56'03" W)D VAN LIEU, LLC � � 4.95' TO CENTER
<br />� LINE PER A & 8
<br />R.2976 P.105 -
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<br />COUNTY RD. 431, 30' R/W
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<br />R.2976 P.105
<br />SEE DETAIL
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<br />AURORA
<br />CEMETERY
<br />MCSR 39386
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<br />R.54 P.275
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<br />R.4342 P.172
<br />N 90000'00" W 447.61'
<br />(N 90°00'00" W) (447.61)E
<br />(N 89056'03" W) (2640.80)D
<br />(N 89054'00" W) (2640.76)E
<br />- - - - N 89054'00" W 2640.80' - - - -
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<br />N 79 12 „ E) (1828.39)1
<br />(N 7g°12'06 FOUND MONUMENT TABLE
<br />THIS SURVEY IS THE RESULT OF, AND IS IN COMPLIANCE WITH
<br />MARION COUNTY PROPERTY LINE ADJUSTMENT CASE No. 20-006.
<br />RECORD INFORMATION AND MONUMENTS SHOWN ON MCSR
<br />39258 WERE HELD FOR THIS ADJUSTMENT. THE NEW LINES
<br />FOR RESULTANT PROPERTY 1 WERE DETEMINED IN THE FIELD
<br />AS PER OUR CLIENTS REQUEST, AND MONUMENTS WERE SET.
<br />RESULTANT PROPERTY 2 WAS CALCULATED USING SAID RECORD
<br />INFORMATION, BUT MONUMENTS FOR THE ENTIRE PARCEL
<br />WERE NOT SET AND IS THUS UNSURVEYED AS SHOWN.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />►- F, , ©
<br />tDAVID
<br />OREGON
<br />JUNE 10, 2014
<br />LEE SCHLOSSER JR.
<br />u, 72617
<br />rj RENEWS: 06/30/2022
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<br />RECORD OF SURVEY
<br />for
<br />1411L /Mn E• BAFVILL
<br />in the
<br />NORTHEAST 1/4 of SECTION 14,
<br />TOWNSHIP 4 SOUTH, RANGE 1 WEST,
<br />WILLAMETTE MERIDIAN,
<br />MARION COUNTY, OREGON
<br />FEBRUARY 26, 2020
<br />PLA CASE No. 20-006
<br />MpRIO,y'
<br />T45R1 W
<br />11 12
<br />SEC
<br />12 14 1 13
<br />Oq C�UNTN(
<br />13
<br />Q ..... 3" BRASS DISK IN CONCRETE PER MCSR 32717, UP 0.3', 3.3'N OF PAVEMENT ON KALE LANE.
<br />(1) 518" IRON ROD WITH "LAND MARKERS" YPC PER (E), FLUSH, 1.5W OF FENCE "T".
<br />Q ..... 1-118" COPPER DISK IN CURB PER (D), FLUSH, 20'W TO POWER POLE #C41 -14A.
<br />0 ..... 518" IRON ROD PER (E), NO CAP, DOWN 0.1', 3.31E OF EAST EDGE OF GRAVEL.
<br />© ..... 2" IRON PIPE PER (A) AND (E), DOWN 0.4', 3.61E OF EAST EDGE OF GRAVEL.
<br />® ..... 112" IRON ROD PER (A), DOWN 02, 5'N OF SOUTH EDGE OF GRAVEL.
<br />© ..... 112" iron pipe per (B), DOWN 0.91, 1.31N & 1.01E OF 6" WOOD FENCE POST.
<br />© ..... 112" iron pipe per (8), FLUSH, 1.7'W OF NORTH -SOUTH FENCE LINE.
<br />..... 112" iron pipe per (B), FLUSH, 1.0'NW OF FENCE POST.
<br />Q ..... 112" IRON PIPE PER (A) & (B), DOWN 0.8, IN ASPHALT DRIVEWAY CENTERLINE..
<br />© ..... 112" IRON PIPE PER (C), MAG NAIL IN TOP, FLUSH, 10'SE OF APEX OF GRAVEL ROAD CORNER.
<br />Q ..... 112" IRON PIPE PER (C), TOP BENT 0.2'W, DOWN 0.8, LIES S 29°18'16" W 0.39' FROM COMPUTED CORNER.
<br />® ..... 112" IRON PIPE PER (C), DOWN 0.5', 0.21N OF 8" WOOD FENCE POST.
<br />®..... 1/2" IRON PIPE PER (C), FLUSH, 0.2'N OF 8" WOOD FENCE POST.
<br />i
<br />DETAIL
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<br />SCALE: 1"=60' M
<br />N
<br />NEW LINE
<br />S 8905937" E 220.00'
<br />©
<br />QUARTER CORNER POSITION AT RECORD DISTANCE FROM (A) PER E,
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<br />S 8905937" E 200.00'
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<br />(EAST) (200.00)C&G
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<br />RECORD PERPENDICULAR DISTANCE FROM (C) PER RECORD CALCULATIONS PER E.
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<br />OLD LINE
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<br />I POSITION IN ROOTS
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<br />RESULTANT PROPERTY
<br />1
<br />2.79 Acres
<br />1
<br />DEEo : R EeL 44W& PA&d 9I
<br />(200 00)C&F&G
<br />U O 200.00' Q`
<br />CALCULATED POSITION TABLEW L - - - N 8905937" W 210.05' - - -
<br />Z O (WEST) (210.05)C&F&G
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<br />QUARTER CORNER POSITION AT RECORD DISTANCE FROM (A) PER E,
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<br />AND ON THE LINEA TO 2 .
<br />() ()
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<br />1/2" PIPE LIES
<br />I S 29018'16" W 0.39
<br />2O .....
<br />RECORD PERPENDICULAR DISTANCE FROM (C) PER RECORD CALCULATIONS PER E.
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<br />FROM COMPUTED
<br />I POSITION IN ROOTS
<br />3
<br />Z
<br />Q ..... RECORD BEARING AND DISTANCE FROM (D) PER E.
<br />® ..... RECORD BEARING AND DISTANCE FROM (3) PER E.
<br />© ..... RECORD BEARING AND DISTANCE FROM (4) PER E.
<br />® ..... INTERSECTION OF SECTION LINE (1) TO (A) WITH LINE (5) TO (F).
<br />© ..... INTERSECTION OF LINE (5) TO (F) WITH LINE (9) TO (8).
<br />® ..... DEED RECORD DISTANCE ALONG R/W LINE FROM (N) PER REEL 54, PG 275, MCDR,
<br />SET PER MCSR 39258.
<br />Q ..... DEED RECORD DISTANCE FROM (M), PARALLEL TO R/W LINE, PER REEL 54, PG 275, MCDR,
<br />MONUMENT DISTURBED. SET PER MCSR 39258
<br />10 ..... INTERSECTION OF LINE (M) TO (9) WITH NORTH R/W LINE FROM (K).
<br />11 INTERSECTION OF THE RECORD DISTANCES FROM (G) AND (I) PER B.
<br />OR 97330
<br />(D-tl j iii-yv:)u rwt (:)-rl j iii-IDIO
<br />www.northstarsurvevina.com Nstar Job No. 20060
<br />LEGEND
<br />FOUND MONUMENT PER REFERENCES SHOWN IN MONUMENT TABLE.
<br />0
<br />SET " 518"X 30" REBAR WITH RED PLASTIC CAP STAMPED "NORTHSTAR SURVEYING".
<br />COMPUTED POSITION - NOTHING FOUND OR SET BY THIS SURVEY.
<br />() ..... DATA OF, OR COMPUTED FROM, THE FOLLOWING RECORD:
<br />A ... MCSR 5525; B ... MCSR 13956; C ... MCSR 25283; D ... MCSR 38709;
<br />E ... MCSR 34853; F ... REEL 40, PG 1230 & REEL 217, PG 1264, MCDR;
<br />G ... REEL 54, PG 275, MCDR;
<br />Q ..... EXAMPLE OF MONUMENT REFERENCE LETTER PER THE "NARRATIVE" & THE "MONUMENT TABLE".
<br />0 ..... EXAMPLE OF CALCULATED POSITION NUMBER PER THE "NARRATIVE"& "CALCULATED POSITION TABLE".
<br />R/W ..... RIGHT-OF-WAY; MCSR..... MARION COUNTY SURVEY RECORD; MCDR..... MARION COUNTY DEED RECORDS.
<br />R.X)= PX= ..... REEL NUMBER & PAGE NUMBER PER MCDR.
<br />NOTE: IRON PIPE DIAMETERS ARE MEASURED INSIDE.
<br />N 81040'38" E
<br />IN 36 CEDAR
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<br />PER A&B
<br />20.21'201.99)C&F
<br />(N 81o4o,38(201-990F 202.11'
<br />N81
<br />(CO '
<br />N 81040'38" E 261_64 -
<br />6 5 N 82° 1) (266.64)A
<br />_ W
<br />_ - - 5 81°`0 38 ° X38„ W 261.49'
<br />/ . S 8N 84o02, E) (261.49)6
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<br />MCSR 39386
<br />-10.05'
<br />OAK LANE
<br />COUNTY RD 431
<br />30' WIDE R/W
<br />i
<br />(SOUTH)C
<br />F / 15.27'(15.15)C
<br />S 00001'52" E
<br />©\ S 8901929" E
<br />13.22'(12.90)B
<br />(N 89°50' E)B
<br />
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