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NARRATIVE
<br />128 60 AND 26
<br />RECORD
<br />OF SURVEY
<br />THE PURPOSE OF
<br />THIS SURVEY
<br />WAS TO ESTABLISH CORNERS FOR THAT
<br />CERTAIN PROPERTY DESCRIBED BY DEED RECORDED ON
<br />REEL 3502 PAGE
<br />77 IN MARION
<br />COUNTY DEED RECORDS. WORK BEGAN
<br />NOVEMBER 10, 2020 WITH DUSTIN STACY AND BEN
<br />OVERLUND IN THE
<br />FIELD UNDER
<br />MY DIRECT SUPERVISION. A TRIMBLE S7
<br />TOTAL STATION AND R10 GNSS RECEIVER WERE USED FOR
<br />MEASUREMENTS.
<br />SURVEYORS INC.
<br />SET AT THE INTERSECTION OF THE NORTH
<br />AND
<br />1) HELD THE RESOLUTION PER
<br />MCSR 39330 FOR THE CENTERLINE AND
<br />RIGHT OF WAY OF STATE HWY 211 AND KILLIAM ROAD
<br />(COUNTY ROAD
<br />NO. 57).
<br />MARION COUNTY
<br />OREGON
<br />2) PARCEL 1, REEL 3502 PAGE 77
<br />HELD LINE5® - (2 AND ITS EXTENSION WEST TO ESTABLISH THE NORTH LINE OF THE E. HENDRYX D.L.C. AND NORTH
<br />LINE OF PARCEL 1, REEL 3502 PAGE 77 AND INTERSECTED THE SOUTH RIGHT OF WAY LINE OF STATE HWY 211 TO ESTABLISH
<br />THE NORTHEAST CORNER AT © .
<br />INTERSECTED THE WESTERLY AND EASTERLY RIGHT OF WAY LINES OF KILLIAM ROAD TO ESTABLISH 128 AND 61
<br />INTERSECTED THE EXISTING NORTH TOP OF BANK OF THE PUDDING RIVER TO ESTABLISH THE NORTH WEST CORNER AT
<br />INTERSECTED THE EXISTING NORTH TOP OF BANK OF THE PUDDING RIVER WITH THE SOUTHERLY RIGHT OF WAY OF STATE HWY
<br />211 TO ESTABLISH THE SOUTHEAST CORNER AT Q
<br />HELD LINE 54 - 141 FOR THE NORTH LINE OF PARCEL 1, AND SET � AT THE EXISTING NORTH TOP OF BANK OF
<br />THE PUDDING RIVER PER DEED. HELD 54 FOR THE NORTHWEST CORNER OF PARCEL 3. SET © AT THE INTERSECTION OF
<br />THE EXISTING TOP OF THE NORTH BANK OF THE PUDDING RIVER AND THE NORTH RIGHT OF WAY LINE OF STATE HWY 211.
<br />HELD LINE 19 - 54 AND INTERSECTED THE NORTH RIGHT OF WAY LINE OF STATE HWY 211 TO SET 0 .
<br />MCSR 39348
<br />SURVEY NOTES
<br />1. REFERENCE MATERIAL
<br />MCSR: 2327, 2328, 6346, 9494, 15128, 20606, 28322A, 32900, 37910, 39330.
<br />DEEDS: VOLUME 750 PAGE 780, REEL 3502 PAGE 77.
<br />2. BASIS OF BEARING:GRID BEARING, OREGON NORTH ZONE FROM GNSS MEASUREMENTS UTILIZING THE OREGON
<br />COORDINATE REFERENCE SYSTEM, WITH REFERENCE TO GEOID 12A (NAD 83(201 1) EPOCH 2010): SEE OAR
<br />734-005-0015 (3)(gg). BASED BETWEEN MONUMENTS 19 - 54 (S01'36'35"W 1325.62')
<br />3) A PORTION OF PARCEL 2, REEL 3502 PAGE 77
<br />128 60 AND 26
<br />RECORD
<br />OF SURVEY
<br />PARCEL 2, PER MCSR 39330. HELD (2g) FOR THE SOUTHEAST CORNER OF
<br />FOUND 3/4" IRON PIPE
<br />PARCEL 2, PER MCSR 39330. HELD LINE
<br />54
<br />EGISTERED
<br />DOWN 6" [MCSR 28322A]
<br />ESTABLISH THE SOUTH LINE OF PARCEL 2,
<br />AND
<br />OFESSIONAL
<br />D SURVEYOR
<br />F
<br />CASWELLHERTEL
<br />CL
<br />FOR PATRICK AND
<br />ROSANNE MCFARLANE
<br />TO ESTABLISH THE NORTHWEST CORNER AT 59 .ADDITIONAL IRONS WERE
<br />(
<br />SURVEYORS INC.
<br />SET AT THE INTERSECTION OF THE NORTH
<br />AND
<br />SOUTH LINES PER PARCEL 2, WITH THE EAST AND WEST RIGHT OF WAY LINES OF
<br />6150 S.W. 124THAVE.
<br />IN THE NW, NE, SE AND SW 1/4 OF SECTION 10, T. 5 S., R. 1 W., W.M.
<br />':%,
<br />BEAVERTON, OR 97008
<br />MARION COUNTY
<br />OREGON
<br />OREGON
<br />(503) 644-3179
<br />mfo@chsurveyinc.com
<br />SCALE 1 " = 200'
<br />DECEMBER 10, 2020
<br />JANUARY 14, 2003
<br />BENJAMIN S. STACY
<br />www.caswellhertelsurveyors.com
<br />o' 200'
<br />400 600'
<br />57191
<br />RENEWS: 6/30/2022
<br />SHEET 1 OF 4
<br />SURVEY NOTES
<br />1. REFERENCE MATERIAL
<br />MCSR: 2327, 2328, 6346, 9494, 15128, 20606, 28322A, 32900, 37910, 39330.
<br />DEEDS: VOLUME 750 PAGE 780, REEL 3502 PAGE 77.
<br />2. BASIS OF BEARING:GRID BEARING, OREGON NORTH ZONE FROM GNSS MEASUREMENTS UTILIZING THE OREGON
<br />COORDINATE REFERENCE SYSTEM, WITH REFERENCE TO GEOID 12A (NAD 83(201 1) EPOCH 2010): SEE OAR
<br />734-005-0015 (3)(gg). BASED BETWEEN MONUMENTS 19 - 54 (S01'36'35"W 1325.62')
<br />3) A PORTION OF PARCEL 2, REEL 3502 PAGE 77
<br />128 60 AND 26
<br />124
<br />HELD 34 FOR THE NORTHEAST CORNER OF
<br />PARCEL 2, PER MCSR 39330. HELD (2g) FOR THE SOUTHEAST CORNER OF
<br />FOUND 3/4" IRON PIPE
<br />PARCEL 2, PER MCSR 39330. HELD LINE
<br />54
<br />- 25 AND RECORD DISTANCE PER MCSR 28322A WEST FROM 0 TO
<br />DOWN 6" [MCSR 28322A]
<br />ESTABLISH THE SOUTH LINE OF PARCEL 2,
<br />AND
<br />THE SOUTHWEST CORNER AT 58 . HELD A PARALLEL BEARING WEST FROM
<br />z
<br />134 AND INTERSECTED LINE 5 -
<br />O ®
<br />11
<br />TO ESTABLISH THE NORTHWEST CORNER AT 59 .ADDITIONAL IRONS WERE
<br />(
<br />(N89'45'E 625.02')
<br />SET AT THE INTERSECTION OF THE NORTH
<br />AND
<br />SOUTH LINES PER PARCEL 2, WITH THE EAST AND WEST RIGHT OF WAY LINES OF
<br />588'24'35"E 624.85'
<br />KILLIAM ROAD AT
<br />128 60 AND 26
<br />HOLDING THE FOUND IRON AT 129 ALSO SET 0 AND 29 AT THE
<br />�0 Lp
<br />EXISTING NORTH
<br />TOP OF BANK OF THE PUDDING
<br />RIVER.
<br />P
<br />�`�'-'
<br />76 WAS ALSO
<br />O
<br />SET AT RECORD DISTANCE WEST
<br />FROM 52 PER MCSR 15128 AT THE N.W. CORNER OF THE HENDRIX D. ..
<br />LC
<br />14 _.
<br />4) ALL CORNERS WERE SET ON DECEMBER 10, 2020.
<br />CENTERLINE CURVE HWY 211
<br />LENGTH=50.00'
<br />RADIUS=1909.86'
<br />DELTA=01'30'02" (01'30'02" MCSR 2327)
<br />CHORD LENGTH=50.02'
<br />CHORD BEARING=N87055'51 "E
<br />DEGREE= 03'00'00" (03'00'00" MCSR 2327)
<br />CENTERLINE SPIRAL CENTERLINE SPIRAL
<br />200' SP (200' MCSR 2327) 200' SP (200' MCSR 2327)
<br />S=3'00' (3'00' MCSR 2327) S-3'00' (3'00' MCSR 2327)
<br />21+86.70 PT HWY 211 a=1.5 (1.5 MCSR 2327) w a-1.5 (1.5 MCSR 2327)
<br />21+86.70 PT RSRD + -
<br />+to W IN
<br />a:l of 16 1O IN
<br />116 N I.
<br />"\� 2010 ��/
<br />o V-'-
<br />tp
<br />.bl_
<br />11 J/
<br />FOUND 3 3/8" ALUMINUM DISC
<br />DOWN 36" WITH REMNANTS OF
<br />CARSONITE PADDLE BOARD 1'
<br />WEST [MCSR 37910]
<br />/ UI
<br />I+ CENTERLINE SPIRAL 001
<br />l 0 500' SP (599' MCSR 2327) It?
<br />S=7'30' (7'30' MCSR 2327) u I
<br />I00 a-0 6 (0 6 MCSR 2327) +
<br />�6s• /
<br />O ,
<br />650 7
<br />CENTERLINE CURVE
<br />LENGTH=453.69'
<br />(453.69' MCSR 2327)
<br />RADIUS=1909.86'
<br />DELTA= 13'36'39"
<br />(28'36'39" MCSR 2327)
<br />CHORD LENGTH=452.63'
<br />CHORD BEARING= S81'30'51
<br />"E /
<br />DEGREE= 03'00'00"
<br />, „
<br />/N
<br />118
<br />FOUND 1" IRON PIPE, FLUSH,
<br />0.5' NE OF FENCE
<br />INTERSECTION [MCSR 9494]
<br />(N89'49'24"E 694.92')
<br />S88'21 '00"E 695.83'
<br />'_-
<br />rn
<br />rn
<br />U
<br />rn
<br />co O II
<br />00 m to
<br />rN7 N z
<br />r- r-
<br />00
<br />n
<br />n 00
<br />��o
<br />CN
<br />mow
<br />00-00
<br />cn z
<br />o
<br />O
<br />119
<br />,FOUND 1" IRON PIPE, FLUSH,
<br />0.5' EAST OF FENCE
<br />INTERSECTION [MCSR 9494]
<br />rn
<br />rn
<br />O
<br />„ Q-1 '`' I i I�, o .o - 't 1 (03 00 00 MCSR 2327) /
<br />FOUND 3 BRASS DISC N v l 1 I IN I�, � / 0 1 13 HELD I 1 1
<br />IN MONUMENT BOX of I 1= I� I� o l WOOD /� CENTERLINE SPIRAL FOUND 3" BRASS DISC FOUND 5/8" IRON ROD
<br />27+70.74 POT (27+71.02 P.S.) rnl �I 1 Icon I= to / CHORD 62,_\0) 0 S BURN-ESrACAD 500' SP (599' MCSR 2327) IN MONUMENT BOX WITH ALUMINUM CAP DOWN
<br />HELD NORTH SOUTH [MCSR 2327] Ni �I 1N to I� " 729.56 Ic _ N86 40 49 E 499• o TATE HWY A N o S-7'30' 7'30' MCSR 2327 EQUATION STATION: 15", PADDLE BOARD 0.5 SE
<br />I HORD �,,, N84' 10 50 E SR 2327) / •`� �� 1 `� / _ ( ) 55+99.92 99.92 LEFT
<br />CHORD ( 1 I� _ N84•11 03 E MC in w/ I a 0.6 (0.6 MCSR 2327) 54+04.27 P.T. BACK
<br />(S88 18 55"E MCSR 2327) S89'19'OS"E N85 10 50 E ( -- --- — / �1 0 �MO�ALLA RO,gp :'� ' S 53+85.70 POT AHEAD [MCSR 2327]
<br />19 10 E - 584.32 HWY 211 - 199.98 o / I69 42 3 y0/�� (MCSR 2327]
<br />199 98
<br />1 115
<br />60.00' 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 />[MCSR 2327]
<br />MCSR 39348.
<br />214.60 w 584'55 08 E / If) I 4 E
<br />54
<br />Ngo' 10'52-"E 1 +o v,1 81 1.80'-RSRD —
<br />996 FOUND 1" IRON PIPE DOWN
<br />RSRD__-_I �1 FOUND 1" IRON PIPE, DOWN FOUND
<br />CENTERLINE CURVE RSRD 14' °-� �� �`jo 10 , HELD [MCSR 9494] �j`,p� �� 6 , HELD FOR CENTER OF
<br />LENGTH=187.50' -v '� _ mmm�-- la i °� �°� 4 fps ; SECTION [MCSR 9494] �'
<br />RADIUS=1432.39' N 42 7 S
<br />DELTA=07030'00" +
<br />CHORD LENGTH=187.37 C; "'
<br />CHORD BEARING= N87'55'52"E CENTERLINE CURVE RSRD
<br />LENGTH=218.00'
<br />RADIUS=1145.92'
<br />DELTA= 10'54'00"
<br />CHORD LENGTH=217.67'
<br />CHORD BEARING=N89'57'31 "E
<br />LEGEND
<br />• 4 Q 252.68' 57+26.47 92.17 LT
<br />/ fk: �� 10 -\• 484.84' ----- -----
<br />SEE S,XE 1� N88'36'08"O� 1015.74' � •�^iN88'36'08;;V1�695.42;� N6�' SSE
<br />E?' ,2 `1, �\ �5��\ �; .��� (N89 33 57 E 695.52) iNs�ifj; >>
<br />I 1, ; SEE SHEET 3 2�8" ?9
<br />PUDDING RIVER
<br />CENTERLINE CURVE RSRD ✓�`� X30.00✓--`-�.��' `� �� 232/9
<br />LENGTH=331.30'
<br />O MONUMENT FOUND AS NOTED.
<br />0 FOUND 5/8 X 30 INCH IRON REBAR SET WITH YELLOW
<br />PLASTIC CAP INSCRIBED "CASWELLHERTEL 503-644-3179"
<br />SET IN MCSR 39330.
<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
<br />UNLESS OTHERWISE NOTED.
<br />VACATED � �
<br />RADIUS=358.10' KILIAM RD.
<br />�` �DELTA=53 00 29�� 30.00 ,A
<br />CHORD LENGTH=319.61' ` CO. RD. N0. 57
<br />� CO.`\(REFORM SCHOOL ROAD)
<br />CHORD BEARING=S58'24'54"E
<br />PROBABLE ORIGIN OF MONUMENT PT POINT OF TANGENT
<br />BY SURVEY NUMBER. PS POINT OF SPIRAL
<br />PSC POINT OF SPIRAL TO CURVE \ �'
<br />CD COMPUTER POINT NUMBER. PCS POINT OF CURVE TO SPIRAL
<br />CENTERLINE POS POINT ON SPIRAL
<br />DEED
<br />PC
<br />REEL 3502 PAGE 77 RSRD REFORM SCHOOL ROAD (KILLIAM RD, CO. RD. NO. 57)
<br />POINT OF CURVE MCSR MARION COUNTY SURVEY RECORD
<br />JOB NO. 9786
<br />
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