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NARRATIVE
<br />THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH CORNERS FOR THAT CERTAIN PROPERTY AS DESCRIBED IN DEED VOLUME 750
<br />PAGE 780 RECORDED IN MARION COUNTY DEED RECORDS. WORK BEGAN OCTOBER 16, 2020 WITH DUSTIN STACY AND BEN
<br />OVERLUND IN THE FIELD UNDER MY DIRECT SUPERVISION. A TRIMBLE S7 TOTAL STATION AND R10 GNSS RECEIVER WERE USED FOR
<br />MEASUREMENTS.
<br />1) CENTERLINE OF STATE HIGHWAY 211 WAS ESTABLISHED BY HOLDING (1 13) FOR THE POINT OF TANGENT AT STATION 54+04.27
<br />TOGETHER WITH RECORD DATA PER MCSR 2327, WEST FROM 11 TO (ffo WHICH WAS HELD FOR LINE. MCSR 2327 WAS
<br />HELD FOR RIGHT OF WAY WIDTHS, WHICH VARY.
<br />2) CENTERLINE OF KILLIAM ROAD WAS ESTABLISHED HOLDING STATION 21+86.70 PT, COMMON WITH STATE HIGHWAY 211 ALONG
<br />THE CENTERLINE ESTABLISHED ABOVE, TOGETHER WITH RECORD DATA PER MCSR 2328. A 60.00' ROAD WIDTH WAS HELD FOR
<br />THE RIGHT OF WAY.
<br />3) THE WEST PROPERTY LINE WAS ESTABLISHED HOLDING A TANGENT BEARING WITH STATION 44+50.58 PSC PER DEED (VOLUME
<br />750 PAGE 780). THE NORTH RIGHT OF WAY FOR KILLIAM ROAD WAS INTERSECTED TO ESTABLISH 130. THE SOUTH RIGHT OF
<br />WAY LINE OF STATE HIGHWAY 211 WAS INTERSECTED TO ESTABLISH 31 OFFSET 95.00' SOUTH.
<br />4) THE EAST PROPERTY LINE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT POINTS (2B) AND (5�) PER MCSR
<br />9494. POINT 133 WAS ESTABLISHED BY INTERSECTING LINE ®5 - 118 WITH THE SOUTHERLY 95.00 FOOT RIGHT OF
<br />WAY LINE OF STATE HIGHWAY 211.
<br />5) THE SOUTH PROPERTY LINE WAS ESTABLISHED BY OFFSETTING LINE 25 - 25 20.00' NORTH PER DEED REEL 3502
<br />PAGE 77. THE OFFSET LINE WAS THEN INTERSECTED WITH LINE (ja TO ESTABLISH POINT 34 AND THE
<br />NORTHERLY LINE OF KILLIAM ROAD TO ESTABLISH 129 .
<br />6) 0 WAS SET AT STATION 49+04.27 PCS, 95.00' OFFSET FROM CENTERLINE.
<br />7) ALL CORNERS WERE SET ON NOVEMBER 10, 2020.
<br />LEGEND
<br />0 MONUMENT FOUND AS NOTED.
<br />0 5/8 X 30 INCH IRON REBAR SET WITH YELLOW PLASTIC
<br />CAP INSCRIBED "CASWELLHERTEL 503-644-3179"
<br />( ) RECORD BEARING AND/OR DISTANCE PER MCSR 28322A UNLESS
<br />OTHERWISE NOTED.
<br />[ ] PROBABLE ORIGIN OF MONUMENT BY SURVEY NUMBER.
<br />CD COMPUTER POINT NUMBER.
<br />c CENTERLINE
<br />PC POINT OF CURVE
<br />PT POINT OF TANGENT
<br />PS POINT OF SPIRAL
<br />PSC POINT OF SPIRAL TO CURVE
<br />PCS POINT OF CURVE TO SPIRAL
<br />POS POINT ON SPIRAL
<br />RSRD REFORM SCHOOL ROAD (KILLIAM RD, CO. RD. NO. 57)
<br />MCSR MARION COUNTY SURVEY RECORD
<br />CENTERLINE CURVE HWY 211
<br />LENGTH=50.00'
<br />RADIUS=1909.86'
<br />DELTA= 01'30'02" (01'30'02" MCSR 2327)
<br />Z5SONCq\ R1 W
<br />S10
<br />C4V
<br />_2010_ /
<br />21+86.70 PT HWY 211 CHORD LENGTH=50.02
<br />CENTERLINE CURVE
<br />21+86.70 PT RSRD CHORD BEARING=N87'55'51"E
<br />LENGTH=453.69'
<br />DEGREE= 03'00'00"
<br />(03'00'00"
<br />MCSR
<br />2327)
<br />CENTERLINE SPIRAL
<br />1
<br />o
<br />RADIUS=1909.86'
<br />200' SP (200' MCSR 2327)
<br />S=3'00 (3'00 MCSR 2327) o �
<br />w
<br />o
<br />CENTERLINE SPIRAL
<br />>
<br />a=1.5 (1.5 MCSR 2327) cin �,�
<br />N o
<br />IN
<br />200 SP (200 MCSR 2327)
<br />�1
<br />I o 1+
<br />IN
<br />S=3'00 (3'00 MCSR 2327)
<br />0l
<br />(EB)a NI
<br />IN 1`°
<br />to
<br />a=1.5 (1.5 MCSR 2327)
<br />FOUND 3 BRASS DISC NI _0
<br />Ln
<br />v
<br />1
<br />I
<br />2327)u -)
<br />+
<br />124
<br />FOUND 3/4" IRON PIPE
<br />DOWN 6" [MCSR 28322A]
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />' OREGON V
<br />JANUARY 14, 2003
<br />BENJAMIN S. STACY
<br />57191
<br />RENEWS: 6/30/2022
<br />FOUND 3 3/8" ALUMINUM DISC /
<br />DOWN 36" WITH REMNANTS OF
<br />CARSONITE PADDLE BOARD 1'
<br />WEST [MCSR 37910]
<br />MCSR 39330
<br />RECORD OF SURVEY
<br />FOR JANEY STEELE
<br />IN THE NORTHWEST 1/4 OF SECTION 10, T. 5 S., R. 1 W., W.M.
<br />MARION COUNTY OREGON
<br />SCALE 1 " = 200' NOVEMBER 10, 2020
<br />SHEET 1 OF 2
<br />CASWELLIHERTEL
<br />SURVEYORS INC.
<br />6150 S.W. 124TH AVE.
<br />BEAVERTON, OR 97008
<br />(503) 644-3179
<br />info@chsurveyinc.com
<br />www. caswellhei telsurveyors. com
<br />118
<br />FOUND 1" IRON PIPE, FLUSH,
<br />0.5' NE OF FENCE
<br />INTERSECTION [MCSR 9494]
<br />(N89'45'E 625.02') (N89'49'24"E 694.92')
<br />-- S88'24'35"E 624.85' - S88'21'00"E 695.83'
<br />t'ss.
<br />ss. 0>1
<br />0�337J
<br />rn
<br />(D O it
<br />c6 ai v)
<br />M M Z
<br />Q
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<br />3300
<br />n o
<br />Lo 7 N
<br />Co00
<br />cn z
<br />vo
<br />V)
<br />IN MONUMENT BOX 1
<br />27+70.74 POT (27+71.02 P.S.) of =) I= I� I , 01 o Vyp�DB /� CENTERLINE SPIRAL
<br />+ I o / CHORD o URN_E
<br />HELD NORTH -SOUTH [9B-3-11] NI �i IN to I� o STAG 500' SP (599' MCSR 2327)
<br />I J I-� " MCSR 2327) I _ N86'40 49 E 499.62 I o_ STgTE HwY 211 DA,N / o S=7'30' (7'30' MCSR 2327)
<br />HORD Ngo' 11 03 E
<br />(S88'18'55"E MCSR 2327) \S8CHORD
<br />19 08"E I IN85 10'50"EV' ,_ N84'10_50�9'56- / �1 N (MOLgLLA ROAD a=0.6 (0.6 MCSR 2327)
<br />1
<br />60.00' 1 15 [9B-3-11]
<br />FOUND 5/8" IRON ROD
<br />WITH ALUMINUM CAP
<br />FLUSH, PADDLE BOARD
<br />0.5' WEST 27+70.90
<br />30.26' RIGHT
<br />RECEIVED 11/20/2020 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />03/10/2021.
<br />MCSR 39330
<br />9.98TT 199.98 w o / 19 42 3 y0�,0
<br />214.60 oil S84'S5 Og E-- / I ° F
<br />N84 10' 52"E IT �81 1.80 RS � - SEE SHEET 2 r 4
<br />RSRD, I ) f- I �-'�� F�NN°�h11 89 62 .
<br />C" a o OF ,2
<br />Ul
<br />N
<br />CENTERLINE CURVE RSRD v70i +
<br />u7
<br />LENGTH=187.50' o n
<br />RADIUS=1432.39'
<br />DELTA=07'30'00" CENTERLINE CURVE RSRD
<br />CHORD LENGTH=187.37' LENGTH=218.00'
<br />CHORD BEARING=N87'55'52"E RADIUS=1145.92'
<br />DELTA= 10'54'00"
<br />CHORD LENGTH=217.67'
<br />CHORD BEARING=N89'57'31"E
<br />U
<br />Ia
<br />CENTERLINE CURVE RSRD
<br />LENGTH=331.30'
<br />RADIUS=358.10'
<br />DELTA= 53'00'29"
<br />CHORD LENGTH=319.61'
<br />CHORD BEARING=S58'24'54"E
<br />\N88'36© 484.84 -_
<br />FOUND 1" IRON PIPE, DOWN
<br />10", HELD [MCSR 94941
<br />.30.00'
<br />442.74 . 01
<br />N$8 36 0$ W 695.4
<br />(N89'33 57"E 695
<br />`VACATED KILIAM RD.
<br />30.00' ` CO. RD. NO. 57
<br />`�\ \\(REFORM SCHOOL ROAD)
<br />I
<br />119
<br />,FOUND 1" IRON PIPE, FLUSH,
<br />0.5' EAST OF FENCE
<br />INTERSECTION [MCSR 9494]
<br />rn
<br />�r
<br />rn
<br />U
<br />_'t
<br />u�
<br />N N
<br />M M
<br />V
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<br />M U
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<br />w
<br />co
<br />100
<br />113 HELD %'� 11
<br />FOUND 3" BRASS DISC FOUND 5 8" IRON ROD
<br />IN MONUMENT BOX WITH ALUMINUM CAP DOWN
<br />EQUATION STATION: 15", PADDLE BOARD 0.5' SE
<br />54+04.27 P.T. BACK 55+99.92 99.92' LEFT
<br />53+85.70 POT AHEAD [913-3-11]
<br />[9B-3-11] I
<br />54
<br />FOUND 1" IRON PIPE, DOWN
<br />6", HELD FOR CENTER OF
<br />SECTION [MCSR 9494]
<br />252.68' 57+26.47 92.17' LT
<br />N67<137"
<br />kp 2
<br />W 44Ic
<br />2,32 j�
<br />JOB NO. 9739
<br />CENTERLINE CURVE
<br />LENGTH=453.69'
<br />(453.69' MCSR 2327)
<br />1
<br />o
<br />RADIUS=1909.86'
<br />I o
<br />v
<br />DELTA= 13'36'39"
<br />100
<br />N 1
<br />(28'36'39" MCSR 2327)
<br />1-0
<br />0-1
<br />CHORD LENGTH=452.63
<br />ci>
<br />I CENTERLINE SPIRAL
<br />oo I
<br />CHORD BEARING=S81'30'51 "E
<br />/v
<br />11:1 500' SP (599' MCSR
<br />I
<br />2327)u -)
<br />+
<br />DEGREE=03'00'00"/
<br />(03'00'00" MCSR 2327)
<br />a
<br />/N
<br />I-< S=7'30' (7'30' MCSR
<br />2327)
<br />1 � a=0.6 (0.6 MCSR 2327) �
<br />rn
<br />(D O it
<br />c6 ai v)
<br />M M Z
<br />Q
<br />U
<br />3300
<br />n o
<br />Lo 7 N
<br />Co00
<br />cn z
<br />vo
<br />V)
<br />IN MONUMENT BOX 1
<br />27+70.74 POT (27+71.02 P.S.) of =) I= I� I , 01 o Vyp�DB /� CENTERLINE SPIRAL
<br />+ I o / CHORD o URN_E
<br />HELD NORTH -SOUTH [9B-3-11] NI �i IN to I� o STAG 500' SP (599' MCSR 2327)
<br />I J I-� " MCSR 2327) I _ N86'40 49 E 499.62 I o_ STgTE HwY 211 DA,N / o S=7'30' (7'30' MCSR 2327)
<br />HORD Ngo' 11 03 E
<br />(S88'18'55"E MCSR 2327) \S8CHORD
<br />19 08"E I IN85 10'50"EV' ,_ N84'10_50�9'56- / �1 N (MOLgLLA ROAD a=0.6 (0.6 MCSR 2327)
<br />1
<br />60.00' 1 15 [9B-3-11]
<br />FOUND 5/8" IRON ROD
<br />WITH ALUMINUM CAP
<br />FLUSH, PADDLE BOARD
<br />0.5' WEST 27+70.90
<br />30.26' RIGHT
<br />RECEIVED 11/20/2020 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />03/10/2021.
<br />MCSR 39330
<br />9.98TT 199.98 w o / 19 42 3 y0�,0
<br />214.60 oil S84'S5 Og E-- / I ° F
<br />N84 10' 52"E IT �81 1.80 RS � - SEE SHEET 2 r 4
<br />RSRD, I ) f- I �-'�� F�NN°�h11 89 62 .
<br />C" a o OF ,2
<br />Ul
<br />N
<br />CENTERLINE CURVE RSRD v70i +
<br />u7
<br />LENGTH=187.50' o n
<br />RADIUS=1432.39'
<br />DELTA=07'30'00" CENTERLINE CURVE RSRD
<br />CHORD LENGTH=187.37' LENGTH=218.00'
<br />CHORD BEARING=N87'55'52"E RADIUS=1145.92'
<br />DELTA= 10'54'00"
<br />CHORD LENGTH=217.67'
<br />CHORD BEARING=N89'57'31"E
<br />U
<br />Ia
<br />CENTERLINE CURVE RSRD
<br />LENGTH=331.30'
<br />RADIUS=358.10'
<br />DELTA= 53'00'29"
<br />CHORD LENGTH=319.61'
<br />CHORD BEARING=S58'24'54"E
<br />\N88'36© 484.84 -_
<br />FOUND 1" IRON PIPE, DOWN
<br />10", HELD [MCSR 94941
<br />.30.00'
<br />442.74 . 01
<br />N$8 36 0$ W 695.4
<br />(N89'33 57"E 695
<br />`VACATED KILIAM RD.
<br />30.00' ` CO. RD. NO. 57
<br />`�\ \\(REFORM SCHOOL ROAD)
<br />I
<br />119
<br />,FOUND 1" IRON PIPE, FLUSH,
<br />0.5' EAST OF FENCE
<br />INTERSECTION [MCSR 9494]
<br />rn
<br />�r
<br />rn
<br />U
<br />_'t
<br />u�
<br />N N
<br />M M
<br />V
<br />LoQ
<br />io _
<br />M U
<br />No
<br />O
<br />N
<br />w
<br />co
<br />100
<br />113 HELD %'� 11
<br />FOUND 3" BRASS DISC FOUND 5 8" IRON ROD
<br />IN MONUMENT BOX WITH ALUMINUM CAP DOWN
<br />EQUATION STATION: 15", PADDLE BOARD 0.5' SE
<br />54+04.27 P.T. BACK 55+99.92 99.92' LEFT
<br />53+85.70 POT AHEAD [913-3-11]
<br />[9B-3-11] I
<br />54
<br />FOUND 1" IRON PIPE, DOWN
<br />6", HELD FOR CENTER OF
<br />SECTION [MCSR 9494]
<br />252.68' 57+26.47 92.17' LT
<br />N67<137"
<br />kp 2
<br />W 44Ic
<br />2,32 j�
<br />JOB NO. 9739
<br />
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