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ROCKHAVEN SUBDIVISION SEE DETAIL 'B' ON SHEET 2 N 88*57'22" E 2638.66' (CENTER OF SECTION TO 1/4 CORNER)
<br />205
<br />(VOLUME 39, PAGE 92, BOTP)
<br />[S 89'11'47" W 2638-67' (R2)] EAST 1/4 COR OF SEC 11
<br />LOT 1 LOT 2
<br />OAKR/DGE VIST [N 89'11'46" E 2638.81' (R3)]
<br />A S
<br />398.99, 00 r-
<br />0 C; [N 89'11'46" E 2638.81p (R7)] ARIDN
<br />c;
<br />(20 7 14- MONUMEN LOT 4
<br />398.25(;� LOT 3 UllDl ME
<br />7g74�V27'
<br />D T# 205 VlS/0N NOW TS Rl WO
<br />3)] No -r LOT 5 PACE loo 11 0 12
<br />HELD I o (0.
<br />9.0 Q c� 0
<br />MARION ro
<br />P)
<br />2. 44' No' FALLING. LOT 6 BOT do)c
<br />R TH OF C�_ COUNTY
<br />LOT
<br />T9S RlW 9 SANT/Am STREET 0. W. 7 LOT 8 * 15
<br />65-54.' c�
<br />CENTER Rj<E N S 79024'54" E S 79*52'42" E�-
<br />®
<br />lqf
<br />MA 7952'42" LOT 9
<br />T RD 166.35' 15 TO �0LOT 11
<br />79'52 1., (m 59.95' L6
<br />'42 wW -1482-26' co 00
<br />SEC 11 TP 2 �12 (�®• c11=34 02-2:00 R0.0S 10*07'18 W
<br />REEL 3089 C; W.) 0
<br />COUNTY MONUMENTS c; to 60.9czg 40.06' MD
<br />[s 1_� - -
<br />PAGE 409,p _d!�_ LOT S 10'07 '18 W;:�\_
<br />SEARCHED 8010 E co
<br />MCDR 10 U)/ a- 0
<br />cm FOR, NOT 165.00, N 0 39.98 0 Lo cn
<br />7952 0
<br />753 7- '42"
<br />FOUND S 8n y) w 455 -CIIJ i r; 211 0 r1l,
<br />S H E E T I N D E X
<br />SHEET 1: PLA MAP, LINE TABLE, REFERENCES, LEGEND, ABBREVIATIONS
<br />SHEET 2: DETAIL A, DETAIL, B, DETAIL C
<br />SHEET 3: MONUMENT TABLE & NARRATIVE
<br />LEGEND
<br />FOUND BRASS CAP (AS NOTED)
<br />FOUND IRO N'PIPE OR IRON REBAR (AS NOTED)
<br />A FOUND 2" ALUMINUM CAP IN ASPHALT (AS NOTED)
<br />0 SET 5/8" DIAMETER BY 30" LONG, IRON REBAR W/ YPC MARKED:
<br />BOUNDARY LINE
<br />- - - - - - - - 0 IGINAL PROPERTY LIN
<br />PROPERTY A
<br />DEED: REEL 2389, PAGE 169
<br />65.01 ACRES± (BEFORE PLA)
<br />64.08 ACRES± (ADJUSTED AREA AFTER PLA)
<br />UNSURVEYED
<br />PLA DEED: REEL 4572, PAGE 147, MCDR
<br />CENTERLINE
<br />PROPERTY LINE
<br />QUARTER SECTION / SECTION LINE
<br />RIGHT-OF-WAY LINE
<br />RIVER BANK (SURVEYED 6-4-21)
<br />RIVER EDGE OF WATER (NOT -SURVEYED)
<br />SURVEY REFERENCE
<br />RECORD DATA PER SURVEY NOTED
<br />RECORD AND MEASURED
<br />C CALCULATED RECORD DATA FROM RECORD NOTED
<br />SAME DEED
<br />M low] m alk, i m 71 Fil I I
<br />BD
<br />BRASS DISK
<br />BOTP
<br />BOOK OF TOWN PLATS
<br />CALC
<br />CALCULATED RECORD
<br />CL
<br />CENTERLINE
<br />CS
<br />COUNTY SURVEY
<br />FND/FD
<br />FOUND
<br />ID
<br />INSIDE DIAMETER (OF PIPE)
<br />IP
<br />IRON PIPE
<br />IR
<br />IRON REBAR
<br />MCDR
<br />MARION COUNTY DEED RECORDS (OFFICIAL RECORDS)
<br />MCSR
<br />MARION COUNTY SURVEY RECORDS (OFFICIAL RECORDS)
<br />MON
<br />MONUMENT
<br />PLA
<br />PROPERTY LINE ADJUSTMENT
<br />R
<br />RECORD (IN EXAMPLE; (Rl) IS RECORD (1) FROM REFERE
<br />R.O.W.
<br />RIGHT OF WAY
<br />W/
<br />WITH
<br />YPC
<br />YELLOW PLASTIC CAP (SURVEYOR'S CAP)
<br />SURVEY
<br />00
<br />& DEED
<br />REFERENCE
<br />Z
<br />TABLE
<br />PROPERTY LINE ADJUSTMENT
<br />TRANSFER PROPERTY AREA:
<br />40,544 SQUARE FEET (0.93 ACRES"
<br />TRANSFER PROPERTY, EXHIBIT E
<br />REEL 4572, PAGE 147,
<br />W,
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<br />I
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<br />FMA
<br />loill
<br />-1 \1� - bA\l
<br />(6) SURVEY 33745, MCSR, FILED MAY 03, 1995, WILLIAM LULAY, PLS <5
<br />(7) PLAT VOLUME 44, PAGE 100, BOTP, RECORDED AUGUST 14, 2002, CLARENCE E. BARKER, PLS co 65 el5l.,C4 1�
<br />DEED, REEL 227, PG 617, MCDR, RECORDED MARCH 08, 1937
<br />(8) C6 0
<br />0- p g4 \lk k,,, e�
<br />(9) WARRANTY DEED, REEL 2200, PAGE 169, MCDR, RECORDED SEPTEMBER 18, 2003
<br />(10) WARRANTY DEED, REEL 2389, PAGE 169, MCDR, RECORDED OCTOBER 15, 2004
<br />,)�
<br />.16
<br />S
<br />(11) SURVEY 6631, MCSR, DATED OCTOBER 03, 1922, B.B HERRICK, SURVEYOR b PI*
<br />CALCULATED POINT OF BEGINNING
<br />RECEIVED 12/23/2021 BY OF VOLUME 227, PAGE 617, MCDR
<br />G
<br />MARION COUNTY SURVEYOR. (ALSO POINT OF CALCULATION
<br />FOR MATHEMATICAL CLOSURE s
<br />APPROVED FOR FILING ON PURPOSES ONLY) -7f, DFFn (Pi
<br />02/18/2022.
<br />121,11191210.1
<br />(THIS PORTION
<br />SURVEYED ON 6-4-21)
<br />MCSR 39558
<br />BANK OF NORTH CHANNEL
<br />NORTH BANK NOT SURVEYED
<br />S 85-40P46" E
<br />DOTTED LINE FOR CLOSURE CALCULATION PURPOSES ONLY
<br />62157' CALCULATED
<br />WESTERLY ALONG BANK"
<br />751 '* 7" c;
<br />E 506.81' p cn
<br />[s 80 lo' E 50
<br />204
<br />DEED' REEL 2200, p,4GE
<br />[20.00' (R8)] 169
<br />CDR
<br />FALLING: 2.91' NORTH OF R.O.
<br />[(R4) FALLING: c;
<br />02
<br />0 2.90' N 00*37'47" E OF R.O.Wj-
<br />C-4 oj coN 79'52'42 W
<br />111(o ,d- X
<br />uj 0 ro _, 59.862
<br />i5
<br />10
<br />MCSR,
<br />DATED MAY
<br />02,
<br />1955,
<br />WARREN CLARK, PLS
<br />(2)
<br />SURVEY
<br />36931,
<br />MCSR,
<br />FILED JANUARY
<br />23, 2006, JOHN PETERSON, PLS
<br />(3)
<br />SURVEY
<br />36093,
<br />MCSR,
<br />FILED JUNE
<br />28,
<br />2002,
<br />CLARENCE BARKER, PLS
<br />(4)
<br />SURVEY
<br />28458,
<br />MCSR,
<br />FILED JUNE
<br />09,
<br />1980,
<br />ALBERT SOLBERG, PLS
<br />5)
<br />PLAT VOLUME 39, PAGE
<br />92 BOTP,
<br />RECORDED
<br />NOVEMBER 4, 1991, WILLIAM LULAY, PLS
<br />PROPERTY LINE ADJUSTMENT
<br />TRANSFER PROPERTY AREA:
<br />40,544 SQUARE FEET (0.93 ACRES"
<br />TRANSFER PROPERTY, EXHIBIT E
<br />REEL 4572, PAGE 147,
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<br />-1 \1� - bA\l
<br />(6) SURVEY 33745, MCSR, FILED MAY 03, 1995, WILLIAM LULAY, PLS <5
<br />(7) PLAT VOLUME 44, PAGE 100, BOTP, RECORDED AUGUST 14, 2002, CLARENCE E. BARKER, PLS co 65 el5l.,C4 1�
<br />DEED, REEL 227, PG 617, MCDR, RECORDED MARCH 08, 1937
<br />(8) C6 0
<br />0- p g4 \lk k,,, e�
<br />(9) WARRANTY DEED, REEL 2200, PAGE 169, MCDR, RECORDED SEPTEMBER 18, 2003
<br />(10) WARRANTY DEED, REEL 2389, PAGE 169, MCDR, RECORDED OCTOBER 15, 2004
<br />,)�
<br />.16
<br />S
<br />(11) SURVEY 6631, MCSR, DATED OCTOBER 03, 1922, B.B HERRICK, SURVEYOR b PI*
<br />CALCULATED POINT OF BEGINNING
<br />RECEIVED 12/23/2021 BY OF VOLUME 227, PAGE 617, MCDR
<br />G
<br />MARION COUNTY SURVEYOR. (ALSO POINT OF CALCULATION
<br />FOR MATHEMATICAL CLOSURE s
<br />APPROVED FOR FILING ON PURPOSES ONLY) -7f, DFFn (Pi
<br />02/18/2022.
<br />121,11191210.1
<br />(THIS PORTION
<br />SURVEYED ON 6-4-21)
<br />MCSR 39558
<br />BANK OF NORTH CHANNEL
<br />NORTH BANK NOT SURVEYED
<br />S 85-40P46" E
<br />DOTTED LINE FOR CLOSURE CALCULATION PURPOSES ONLY
<br />62157' CALCULATED
<br />WESTERLY ALONG BANK"
<br />751 '* 7" c;
<br />E 506.81' p cn
<br />[s 80 lo' E 50
<br />204
<br />DEED' REEL 2200, p,4GE
<br />[20.00' (R8)] 169
<br />CDR
<br />FALLING: 2.91' NORTH OF R.O.
<br />[(R4) FALLING: c;
<br />02
<br />0 2.90' N 00*37'47" E OF R.O.Wj-
<br />C-4 oj coN 79'52'42 W
<br />111(o ,d- X
<br />uj 0 ro _, 59.862
<br />I
<br />11mromf
<br />/- ONUME T# 216,
<br />1/2 " REBAR, NO CAP, UP 0.18
<br />,
<br />GOOD CONDITION,
<br />0.15' WEST OF
<br />�=)N 90-00,00- W EAST -SOUTH -NORTH FENCE
<br />INTERSECTION
<br />(NOT OF RECORD- NOT HELD)
<br />0
<br />MONUMENT FALLS 0.35' WEST OF
<br />LINE 202-215.
<br />`-N 60'27'00" E 45.98'
<br />SURVEYOR'S NOTES
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />MAY 9, 2017
<br />NEHEMIAH WILLIAMS
<br />78470PLS
<br />I =I
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<br />,
<br />GOOD CONDITION,
<br />0.15' WEST OF
<br />�=)N 90-00,00- W EAST -SOUTH -NORTH FENCE
<br />INTERSECTION
<br />(NOT OF RECORD- NOT HELD)
<br />0
<br />MONUMENT FALLS 0.35' WEST OF
<br />LINE 202-215.
<br />`-N 60'27'00" E 45.98'
<br />SURVEYOR'S NOTES
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />MAY 9, 2017
<br />NEHEMIAH WILLIAMS
<br />78470PLS
<br />I =I
<br />MCSR 39558
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<br />DATE: JANUARY 24, 20
<br />DESIGN: NAW
<br />DRAWN: NAW
<br />CHECKED: RRJ
<br />SCALE: 1"=100' I
<br />7
<br />PROJECT NUMBER:
<br />DRAWING FILE:
<br />CALCULATED POINT FOR PURPOSE OF MATHEMATICAL CLOSURE
<br />-CALCULATED POINT LIES 1382.00'(R8) DUE SOUTH FROM INTERSECTION SHEET NO.
<br />OF CENTERLINE OF E. SANTIAM ST (MR#31) AND SUBJECT PROPERTIES EAST LINE.
<br />-CALCULATED POINT LIES 4.11' DUE SOUTH FROM MONUMENT 202.
<br />SEE DETAIL C ON SHEET 2,
<br />INCLUDES SOUTHERLY PORTION
<br />OF VOLUME 227, PAGE 617, MCDR
<br />
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