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RECORD OF
<br />SURVEY
<br />A TRACT OF LAND LOCA TED IN THE
<br />S.E. 1/4 OF SEC710N 33 AND THE
<br />S. W. 1/4 SECTION 34, T. 6S., R.1 E., W.M.
<br />MARION COUNTY, OREGON
<br />JUNE 71, 2021 SCALE 1"--1000
<br />SURVEY PERFORMED FOR:
<br />EDWARD SHINEN
<br />GRAPHIC SCALE
<br />NAR
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE
<br />BOUNDARIES OF THAT TRACT OF LAND CONVEYED BY DEED
<br />RECORDED IN REEL 4390, PAGE 338, MARION COUNTY DEED
<br />RECORDS. THE DESCRIPTIONS WITHIN WERE APPARENTLY
<br />WRITTEN TO FOLLOW SURVEYS RECORDED AS 18292 AND
<br />37210, MARION COUNTY SURVEY RECORDS.
<br />FOR THE WEST LINE OF THE SUBJECT TRACT, AND MY BASIS
<br />OF BEARINGS, I HELD SOUTH 00'11 '00" WEST BETWEEN FOUND
<br />MONUMENTS "A" AND "B'; PER 15103, 15105, AND 18292,
<br />MCSR.
<br />FOR THE NORTH LINE OF THE SUBJECT TRACT, I HELD FOUND
<br />MONUMENTS "A" "C" "D', "E', "F" AND "G'; PER 15105,
<br />18138, 18292, 25355, 28402, AND 27461, MCSR. ALTHOUGH
<br />HIS TORI CALL Y THIS HAS BEEN CALLED A STRAIGHT LINE, THE
<br />MONUMENTS DO NOT FORM A STRAIGHT LINE.
<br />100 0 5o 100 200 FOR THE SOUTH LINE OF THE SUBJECT TRACT, I HELD FOUND
<br />MONUMENTS "B', "H'; AND "I'; AND EXTENDED THIS LINE
<br />EASTERL Y TO THE RIGH T OF WA Y LINE OF TIMBER TRAIL
<br />(IN FEET) ROAD, AKA COUNTY ROAD NO 774 (A 60.00 FOOT WIDE
<br />1 INCH = ioo FT. RIGHT OF WAY), PER 15105 AND 18292, MCSR.
<br />;q" 3WF ON LINE PARCEL 2
<br />HELD MAJOR PAR TI TION NO. 76-7
<br />FD 1/2" IP (S89.4652 "W(S7)(S8))
<br />UP 0.40'I I „ N89'30'26 "E (S89 '2 7' W(S 1) (S2) (S4)) (N89 '34 'E(S5)) 897.87'
<br />S1
<br />CN CNo
<br />�N _
<br />N �
<br />�
<br />�( �� �v-
<br />L�
<br />N Lo
<br />�Lo
<br />(3) o
<br />N N
<br />�o
<br />FD 1/2" IP
<br />DOWN 0.20'
<br />N89'49'00 "W
<br />0.17 ; S5-
<br />REEL 726
<br />PAGE 64
<br />10-25-1989
<br />0
<br />3WF ON
<br />LINE
<br />Z�41 /
<br />O
<br />O
<br />I
<br />I
<br />1
<br />I
<br />I
<br />I
<br />I
<br />40,
<br />3WF 0.7' EAST
<br />OF LINE
<br />"B S69'39'40"W
<br />HELD
<br />FD 1/2" IP
<br />DOWN 0.30'
<br />S2
<br />RECEIVED 04/30/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />06/22/2021.
<br />MCSR 39423
<br />779.49(779.95(S5))(779.51 '(S7)(S8))
<br />"C"
<br />HELD
<br />FD 1/2" IP
<br />DOWN 0.40'
<br />S5
<br />FOR THE NOR THERL Y SEGMEN T OF THE
<br />EAST LINE OF THE SUBJECT TRACT, I
<br />HELD FOUND MONUMENTS "F'; "J'; AND
<br />"K'; PER 25355, MCSR. THIS SURVEY
<br />APPEARS TO BE THE BASIS FOR THE
<br />DESCRIPTIONS IN ADJOINING DEEDS
<br />RECORDED AS REEL 3748, PAGE 15,
<br />AND REEL 4130, PAGE 388.
<br />FOR THE SOU THERL Y SEGMENT OF THE
<br />EAST LINE, BEING THE SOUTHERLY LINES
<br />OF SAID DEED REEL 3748, PAGE 15, I
<br />HELD FOUND MONUMENTS "K'; "L" "0"
<br />AND "N'; PER SAID DEED AND 18138,
<br />18282, 25355, AND 37210 (PROPERTY
<br />LINE ADJUSTMENT SURVEY), MCSR.
<br />FOR THE CENTERLINE OF SAID TIMBER
<br />TRAIL ROAD, I HELD RECORD BEARINGS,
<br />DISTANCES, AND CURVE DATA PER
<br />2599, MCSR, AND FIT THIS
<br />ESTABLISHMENT TO THE AS -TRAVELED
<br />CENTERLINE OF THE EXISTING ROAD WA Y.
<br />LEGEND:
<br />0 SET 5/8" x 30" IRON ROD W/ RED PLASTIC
<br />CAP MARKED "CENTERLINE CONCEPTS"
<br />ON JUNE 7, 2021
<br />• FOUND MONUMENT AS NOTED
<br />AL FOUND 5/8" IRON ROD W/ ORANGE PLASTIC
<br />CAP MARKED "STACY PLS 57191" FROM
<br />S9
<br />TAB
<br />= TIED
<br />A T BASE
<br />3WF
<br />= 3' WIRE FENCE
<br />NR =
<br />NO RECORD
<br />Sl =
<br />MCSR
<br />15103
<br />S2 =
<br />MCSR
<br />15105
<br />S3 =
<br />MCSR
<br />2599
<br />S4 =
<br />MCSR
<br />18138
<br />S5 =
<br />MCSR
<br />18292
<br />S6 =
<br />MCSR
<br />25355
<br />S7 =
<br />MCSR
<br />27461
<br />S8 =
<br />MCSR
<br />28402
<br />S9 =
<br />MCSR
<br />37210
<br />S10
<br />- MCSR 33242
<br />( ) = RECORD DISTANCES & BEARINGS
<br />IR = IRON ROD
<br />IP = IRON PIPE
<br />FD = FOUND
<br />W/ = W1 TH
<br />R/W = RIGHT OF WAY
<br />MCSR = MARION COUNTY SURVEY RECORD
<br />* = RECORD MEASUREMENT CAL CULA TED FROM CHAINS TO FEET
<br />** = RECORD MEASUREMENT CALCULATED FROM RECORD
<br />(S89.4652 "W(S7)(S8))
<br />(S89 '2 7' W(S 1) (S2) (S 4)) (N 8 9 '34 'E(S 5)
<br />N89'33'35"E (405.75'(S7)(S8))
<br />118.38'
<br />(118.68'
<br />(S7)(S8))
<br />„D„
<br />HELD
<br />FD 5/8" IR
<br />NO CAP
<br />S7
<br />„H„
<br />HELD HELD
<br />FD 1/2" IP FD 1/2" IP
<br />DOWN 0.30'
<br />DOWN 0.40'
<br />S5
<br />(98.87'(S5)) S5
<br />REEL 3451
<br />PAGE 90 (S89'46'52"W(S7)(S8)) HELD FOR NOR Tf l LINE
<br />12-5-2012 (S89'27'W(S1)(S2)(S4)) FD 1/2" IP, DOWN 0.20'
<br />405.96' N89'32'29"E 563.17' S1
<br />90.22' 472.95(473.60'(S4))(**472.76(S6))(473.10'(S7)(S8))
<br />3WF 3.8' (90.30'(S5))
<br />SOUTH OF ►►E„ (90.32' "F"
<br />HELD
<br />LINE HELD (S7)(S8)) FD 1/2" IP
<br />FD 1/2" IP DOWN 0.20'
<br />DOWN 0.10 N S4
<br />S5
<br />N
<br />A8921'31.
<br />L=236.92'
<br />co �ur)-- N
<br />CH. =S5228'50"W
<br />o cV
<br />213.63'
<br />�- N
<br />REEL 3748
<br />PA GE 15
<br />o�
<br />(200.00'(S9))
<br />Loo
<br />0
<br />195.96
<br />�Lo
<br />co � �-
<br />`•� o
<br />Q3 L.
<br />N
<br />6 co
<br />0
<br />00
<br />os°0
<br />N
<br />/�co
<br />"K"
<br />HELD
<br />Z clq
<br />FD 1/2" IP
<br />N
<br />DOWN 0.10'
<br />S4
<br />„J,►
<br />HELD
<br />FD 1/2" IP
<br />DOWN 0.10'
<br />S6
<br />REEL 4130
<br />PA GE 388
<br />10-11-2018
<br />30,
<br />MCSR 39423
<br />FD 1/2" IP W/ I
<br />THREADED CAP
<br />UP 0.60 ; S6 I O
<br />A
<br />S89'18'23"W 460.69'
<br />(S89'11 'W 460.65(S6))
<br />FD 1/2" IP
<br />UP 1.00 REEL 3748
<br />LEANING, TAB PAGE 15
<br />N06'32'00"E 10-5-2015
<br />0.19' s1
<br />„L if FD
<br />NIS
<br />(N86 20'W(S5)) FD 1/2" IP
<br />(S86 2O'E(S1)(S2) HELD DOWN 1.5 ; S1
<br />(S4)(S6)(S9)) (**459.59'
<br />S8679'24"E 459 ' (S6))
<br />(**45.01 '(S4)(S5))(44.83'(S9))44.95'� `� 1 194-81'
<br />(S06'30'S2 "W 95.7 ;**194.83(59))
<br />0 (S9)) S06.34:270W 91.56t.
<br />MONUMENT FALLS
<br />N00'20'20 "W 0.35'
<br />699.39'(700.00'(S5)) Il 98.88' 438.44(438.80'(S9))
<br />(S89'49'W(S2)(S4)(*l 433.39(S2))(1433.38(S4)) 1432.67'
<br />SIGNED ON: Z
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />JULY 13, 2004
<br />TOBY G. BOLDEN
<br />60377LS
<br />RENEWS: DECEMBER 31, 2021
<br />REEL 1873
<br />PAGE 71
<br />12-7-2001
<br />R=151.91'----"
<br />A8921'31.
<br />L=236.92'
<br />3
<br />CH. =S5228'50"W
<br />o cV
<br />213.63'
<br />Q
<br />REEL 3748
<br />PA GE 15
<br />5N
<br />(200.00'(S9))
<br />195.96
<br />SO7'48'04 "W (N06'32'40 "E(S3)
<br />�p,RIOti
<br />T6S R1E
<br />33 34
<br />4 3
<br />\OUW/
<br />.34 (461.47(54))
<br />264.53'(**264.65(Sg))
<br />149.86'(150.00'(59))
<br />IN„
<br />HELD FOR EAST LINE
<br />FD 1/2" IR, NO CAP
<br />;� N
<br />- UP 0.20' S06'34'27"W
<br />o cV
<br />1. 72 ; NR
<br />Q
<br />REEL 3748
<br />PA GE 15
<br />�-
<br />R=121.91 '(S3)
<br />A=126'03'05 "(S3)
<br />L=268.19'(S3)
<br />CH. = S70'4937"W
<br />217.29'
<br /><N>
<br />Y
<br />10-5-2015 R= 85.52(S3)
<br />6-125'13'20 "(S3)
<br />L=186.90'(S3)
<br />CH. =N71 '1429 "E
<br />151.87'
<br />�S46 '08'51 "E 100.72'
<br />(S47.24'15 "E 100.72(S3))
<br />__�-S06'32'OO-W (N06'32"E *1211.76'(S1)(S2)) 1214.25'
<br />�---FD 3" BRASS DISC
<br />MARKED AS SHOWN
<br />s10
<br />i
<br />CENTERLINE CONCEPTS
<br />LAND SURVEYING, INC.
<br />19376 MOLALLA AVE., SUITE 120
<br />OREGON CITY, OREGON 97045
<br />PHONE 503.650.0188 FAX 503.650.0189
<br />
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