|
ME
<br />T NON
<br />PARTITION PLA
<br />IN THE SW 1/4 OF SECTION 9, TOWNSHIP 8 SOUTH, RANGE 2 WESTO �� NARRATIVE:
<br />PVT. ACCESS EASEMENT OF THE WILLAMETTE MERIDIAN, MARION COUNTY, OREGON
<br />R. 1198, P. 150 THE PURPOSE OF THIS SURVEY IS TO MAP AND MONUMENT THE
<br />SEE DETAIL "A" PARTITION CASE NO. 16-025 PARTITIONING OF THE LAND SHOWN HEREON AS ALLOWED BY PARTITION
<br />CASE NO. 16-025.
<br />JUNE 15,2021 THE BASIS OF BEARINGS WAS DERIVED BY HOLDING MONUMENTS
<br />00
<br />WHURFIR gn (qFrTION (.nRNFR) AND MONUMENT NUMBER 12 AS PER THE
<br />W \TG\ � i / cl
<br />2
<br />NOO*21'w) C9
<br />10,
<br />'
<br />-U-) 235.65 l
<br />0
<br />N00*28120"E
<br />23b.bb �� 1 � � �v?BQ,..-
<br />00
<br />I
<br />V_
<br />R. 4727, P. 161
<br />0)
<br />(EAST 150.00')1 —
<br />TI
<br />S89*01'032'E I I of � �,
<br />.01O
<br />Z�tz)
<br />BOUNDARY CURVE
<br />& LINE DATA TABLE
<br />CURVE
<br />RADIUS
<br />1
<br />DELTALENGTH
<br />112*05'34"it
<br />RADIUS
<br />CHORD BEARING & DISTANCE.,
<br />cl
<br />572.96"
<br />& DISTANCE
<br />120-93'
<br />S55'13 55 E 120.70
<br />00*20'13"
<br />3.34'
<br />S61 *26"43"E
<br />(S56 -25E 120.45 1
<br />12
<br />JUN
<br />AVE
<br />28 �IUEASEIVIENT D7
<br />R. 4127, P. 272 C3
<br />U)
<br />m 4pNR 10,
<br />PARCELl SEE DETAIL "A" 29
<br />2.50 AC. GROSS T8S R2W
<br />2.09 AC. NET 10' WIDE P.U.E. STA 34+82.3 PC 4NR 10jV
<br />FOR THE BENEFIT T8S R2W
<br />OF PARCEL 2
<br />SEE DETAIL "B"
<br />I IKITI� STA 37+84.45 PT
<br />lloffim�mffi
<br />R. 3949,
<br />P. 476j
<br />ui
<br />0
<br />0
<br />20' WIDE PVT. ACCESS
<br />0,)l EASEMENT FOR THE
<br />V_
<br />r6l BENEFIT OF PARCEL 2
<br />04SEE DETAIL "A"
<br />-0
<br />N
<br />BOATWRIGHT SURVEY MCSR 18362.
<br />THE WEST LINE WAS RETRACED BY HOLDING MONUMENTS 20, 12, 28.
<br />AND 11 THE LINE FROM MONUMENT 28 TO 11 WAS THEN EXTENDED TO THE
<br />CALCULATED CENTERLINE OF AUMSVILLE HWY (MR 89).
<br />THE EAST LINE IS PARALLEL WITH THE WEST LINE BETWEEN
<br />MONUMENTS 20 AND 12. THIS BEARING THEN WAS APPLIED TO MONUMENT
<br />30 EXTENDING NO TO THE CALCULATED CENTERLINE OF AUMSVILLE
<br />HIGHWAY (MR 89).
<br />THE NORTH LINE BEING THE CENTERLINE OF AUMSVILLE HIGHWAY (MR
<br />89) WAS DERIVED BY HOLDING MONUMENTS 27 AND 29 THEN DRAWING A
<br />LINE FROM MONUMENT 27 TO A POINT ON CENTERLINE 30 FEET
<br />PERPENDICULAR WITH FOUND MONUMENT 10, USING THE RECORD DATA AS
<br />PER MCSR 36833 AND MCSR 19350. FROM THIS POINT THE CENTERLINE
<br />WAS CALCULATED RUNNING NORTHWEST USING RECORD DATA. THE DISTANCE
<br />FROM MONUMENT 11 TO CENTERLINE CHECKS WELL TO THE RECORD DATA
<br />SHOWN IN MCSR 18362.
<br />THE SOUTH LINE WAS DERIVED BY HOLDING MONUMENTS NUMBER 20
<br />AND 30 AS PER MCSR 18362. MONUMENT 13 AND 14 WERE TIES TO CHECK
<br />HOW MONUMENT FITS ON LINE AND THIS CHECKED WELL AS SHOWN.
<br />FIELD WORK FOR THIS SURVEY WAS DONE DURING THE MONTHS OF
<br />DECEMBER 2020, JANUARY, MARCH, MAY AND JUNE 2021. NEW MONUMENTS
<br />WERE SET ON JUNE 15, 2021.
<br />EQUIPMENT USED FOR THIS SURVEY WAS A TRIMBLE 5600 ROBOTIC
<br />TOTAL STATION.
<br />00 MONUMENT LIST:
<br />co
<br />00 1/2 INCH IRON PIPE, DOWN 0.4, HELD FOR R.O.W. PT, FOUND MCSR 19350.
<br />00
<br />!49.90' 1/2 INCH IRON PIPE, FLUSH, HELD, SET IN MCSR 18362.
<br />)*39'00"W
<br />llo b @ 1/2 INCH IRON PIPE, DOWN 0.3 , HELD FOR N AND E—W LINES, SET IN MCSR 18362.O©
<br />00
<br />z
<br />THE EASEMENTS AS DESCRIBED IN:
<br />V. 572, P. 731,
<br />V. 583, P. 425,
<br />V. 1573, P. 724, AND
<br />R. 1578, P. 542,
<br />ARE INDETERVINATE AND/OR DO NOT AFFECT THIS
<br />PROPERTY AND THEREFORE UNPLOTTABLE.
<br />13 1/2 INCH IRON PIPE, DOWN 0.1 , HELD FOR E—W LINE, ORIGIN UNKNOWN, SHOWN IN
<br />o MCSR 19494.
<br />R. J871,
<br />P. 67 (9 1 INCH IRON PIPE, DOWN 0.2', HELD FOR E—W LINE, SET IN MCSR 18154.
<br />GRAPHIC SCALE 20 3> INCH ALUMINUM CAP ON 5/8 IRON ROD, MARION COUNTY SECTION CORNER, FLUSH, HELD
<br />FOR N—S AND E—W LINES, SET IN MCSR 34668.
<br />PARCEL 2' 100 0 50 100 200
<br />ui
<br />2.66 AC. (D 5/8 INCH IRON ROD WITH YPC STAMPED "WESTLAKE CONSULTANTS FLUSH, HELD FOR SOUTH
<br />M15 --- R.O.W. LINE, SET IN P2016-004.
<br />( IN FEET)
<br />1 INCH= 100 FT 27 2-1/2 INCH BRASS CAP, FLUSH, HELD FOR CENTERLINE OF AUMSVILLE HIGHWAY, SET IN MCSR
<br />5394.
<br />28 1/2 INCH IRON PIPE, BENT SOUTH, DOWN 0.4 HELD SPIN HOLE WHERE PIPE GOES STRAIGHT
<br />FOR N—S AND E—W LINES, SET IN MCSR 18362.
<br />(S89 -24'E 4.60')4
<br />(EAST 250.00')l 4.64' 29 2-1/2 INCH BRASS CAP, FLUSH, HELD FOR CENTERLINE OF AUMSVILLE HIGHWAY, SET IN MCSR
<br />'
<br />N88*4057"'W (S89*24E 240.00$)4 13 14 5394.
<br />249.94" 239.88'
<br />INITIAL 30 1/2 INCH IRON PIPE, FLUSH, HELD FOR N—S AND E LINES, SET IN MCSR 18362.
<br />POINT 20 S88*40'57"E 494.46'
<br />(589017"E 30 495.00')2
<br />;\OtA COO LEGEND
<br />T8S R2W fix- R. J949,
<br />1 0 FOUND MONUMENT IN GOOD
<br />I
<br />1998
<br />CURVE &
<br />LINE DATA TABLE
<br />CURVE
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />CHORD BEARING
<br />& DISTANCE
<br />C2
<br />572.96'
<br />00*20'13"
<br />3.34'
<br />S61 *26"43"E
<br />3.34'
<br />_J�j§2*1 4E
<br />2.58')4
<br />C3
<br />477.46'
<br />36*1438"'
<br />302.03'
<br />S7904849"E
<br />297.02'
<br />(477.46' 36-12-47 of 301.77' N80*4045"W
<br />29
<br />602.96'
<br />10002'48"
<br />105.73'
<br />S56035'20"E
<br />105.59' j
<br />lloffim�mffi
<br />R. 3949,
<br />P. 476j
<br />ui
<br />0
<br />0
<br />20' WIDE PVT. ACCESS
<br />0,)l EASEMENT FOR THE
<br />V_
<br />r6l BENEFIT OF PARCEL 2
<br />04SEE DETAIL "A"
<br />-0
<br />N
<br />BOATWRIGHT SURVEY MCSR 18362.
<br />THE WEST LINE WAS RETRACED BY HOLDING MONUMENTS 20, 12, 28.
<br />AND 11 THE LINE FROM MONUMENT 28 TO 11 WAS THEN EXTENDED TO THE
<br />CALCULATED CENTERLINE OF AUMSVILLE HWY (MR 89).
<br />THE EAST LINE IS PARALLEL WITH THE WEST LINE BETWEEN
<br />MONUMENTS 20 AND 12. THIS BEARING THEN WAS APPLIED TO MONUMENT
<br />30 EXTENDING NO TO THE CALCULATED CENTERLINE OF AUMSVILLE
<br />HIGHWAY (MR 89).
<br />THE NORTH LINE BEING THE CENTERLINE OF AUMSVILLE HIGHWAY (MR
<br />89) WAS DERIVED BY HOLDING MONUMENTS 27 AND 29 THEN DRAWING A
<br />LINE FROM MONUMENT 27 TO A POINT ON CENTERLINE 30 FEET
<br />PERPENDICULAR WITH FOUND MONUMENT 10, USING THE RECORD DATA AS
<br />PER MCSR 36833 AND MCSR 19350. FROM THIS POINT THE CENTERLINE
<br />WAS CALCULATED RUNNING NORTHWEST USING RECORD DATA. THE DISTANCE
<br />FROM MONUMENT 11 TO CENTERLINE CHECKS WELL TO THE RECORD DATA
<br />SHOWN IN MCSR 18362.
<br />THE SOUTH LINE WAS DERIVED BY HOLDING MONUMENTS NUMBER 20
<br />AND 30 AS PER MCSR 18362. MONUMENT 13 AND 14 WERE TIES TO CHECK
<br />HOW MONUMENT FITS ON LINE AND THIS CHECKED WELL AS SHOWN.
<br />FIELD WORK FOR THIS SURVEY WAS DONE DURING THE MONTHS OF
<br />DECEMBER 2020, JANUARY, MARCH, MAY AND JUNE 2021. NEW MONUMENTS
<br />WERE SET ON JUNE 15, 2021.
<br />EQUIPMENT USED FOR THIS SURVEY WAS A TRIMBLE 5600 ROBOTIC
<br />TOTAL STATION.
<br />00 MONUMENT LIST:
<br />co
<br />00 1/2 INCH IRON PIPE, DOWN 0.4, HELD FOR R.O.W. PT, FOUND MCSR 19350.
<br />00
<br />!49.90' 1/2 INCH IRON PIPE, FLUSH, HELD, SET IN MCSR 18362.
<br />)*39'00"W
<br />llo b @ 1/2 INCH IRON PIPE, DOWN 0.3 , HELD FOR N AND E—W LINES, SET IN MCSR 18362.O©
<br />00
<br />z
<br />THE EASEMENTS AS DESCRIBED IN:
<br />V. 572, P. 731,
<br />V. 583, P. 425,
<br />V. 1573, P. 724, AND
<br />R. 1578, P. 542,
<br />ARE INDETERVINATE AND/OR DO NOT AFFECT THIS
<br />PROPERTY AND THEREFORE UNPLOTTABLE.
<br />13 1/2 INCH IRON PIPE, DOWN 0.1 , HELD FOR E—W LINE, ORIGIN UNKNOWN, SHOWN IN
<br />o MCSR 19494.
<br />R. J871,
<br />P. 67 (9 1 INCH IRON PIPE, DOWN 0.2', HELD FOR E—W LINE, SET IN MCSR 18154.
<br />GRAPHIC SCALE 20 3> INCH ALUMINUM CAP ON 5/8 IRON ROD, MARION COUNTY SECTION CORNER, FLUSH, HELD
<br />FOR N—S AND E—W LINES, SET IN MCSR 34668.
<br />PARCEL 2' 100 0 50 100 200
<br />ui
<br />2.66 AC. (D 5/8 INCH IRON ROD WITH YPC STAMPED "WESTLAKE CONSULTANTS FLUSH, HELD FOR SOUTH
<br />M15 --- R.O.W. LINE, SET IN P2016-004.
<br />( IN FEET)
<br />1 INCH= 100 FT 27 2-1/2 INCH BRASS CAP, FLUSH, HELD FOR CENTERLINE OF AUMSVILLE HIGHWAY, SET IN MCSR
<br />5394.
<br />28 1/2 INCH IRON PIPE, BENT SOUTH, DOWN 0.4 HELD SPIN HOLE WHERE PIPE GOES STRAIGHT
<br />FOR N—S AND E—W LINES, SET IN MCSR 18362.
<br />(S89 -24'E 4.60')4
<br />(EAST 250.00')l 4.64' 29 2-1/2 INCH BRASS CAP, FLUSH, HELD FOR CENTERLINE OF AUMSVILLE HIGHWAY, SET IN MCSR
<br />'
<br />N88*4057"'W (S89*24E 240.00$)4 13 14 5394.
<br />249.94" 239.88'
<br />INITIAL 30 1/2 INCH IRON PIPE, FLUSH, HELD FOR N—S AND E LINES, SET IN MCSR 18362.
<br />POINT 20 S88*40'57"E 494.46'
<br />(589017"E 30 495.00')2
<br />;\OtA COO LEGEND
<br />T8S R2W fix- R. J949,
<br />1 0 FOUND MONUMENT IN GOOD
<br />I
<br />1998
<br />ABBREVIATIONS:
<br />H2016- 004 Z>ALLM, UHt:UUlV .413U2 rAA (OW) Dry -LWU I I
<br />( OF TOWN PLATS
<br />`ULATED DISTANCE
<br />RD
<br />,TH OF ARC
<br />ON COUNTY DEED RECORD
<br />ON COUNTY SURVEY RECORD
<br />7
<br />_IC UTILITY EASEMENT
<br />ATE
<br />'—WAY
<br />"ELLOW PLASTIC CAP
<br />P. 4/0
<br />CONDITION UNLESS OTHERWISE NOTED
<br />SHEETINDEX
<br />I SURVEY FOR: MAR(
<br />REFERENCE SURVEYS:
<br />$H�IEET
<br />CONTENT
<br />0 SET 5/8" X 30" IRON ROD WITH
<br />REGISTERED
<br />YELLOW PLASTIC CAP
<br />AL
<br />PROFESSIONAL
<br />PROFESSIONAL
<br />C
<br />�DD
<br />LOCATION:
<br />MCDR
<br />R. 4127, P. 272
<br />1 OF 3
<br />PLAT, NARRATIVE, CURVE DATA TABLE,
<br />STAMPED "LAZER SITE 54550LS"
<br />SURVEYOR
<br />E SURVEYOR
<br />MCDR
<br />R. 1198, P. 150
<br />ABBREVIATIONS & LEGEND
<br />4
<br />A 're
<br />SW 1/4 SECTION 9
<br />MCSR
<br />MCSR
<br />18154
<br />18362
<br />20F3
<br />DETAILS "N'& "B", AND CURVE DATA TABLE
<br />RECORD SURVEYUr
<br />'11156of
<br />T8S, R2W, W.M.
<br />EGON
<br />MCSR
<br />19350
<br />)l MCSR 183,62
<br />V
<br />AZER ff ITE
<br />MCSR
<br />19494
<br />3 OF 3
<br />SURVEYOR'S CERTIFICATE, APPROVALS,
<br />)2 MCSR 18154
<br />APRIL 12, 20 03
<br />RICHARD J. GIBBONEY
<br />&VURVEYING, LLC
<br />MCSR
<br />MCSR
<br />34668
<br />36833
<br />DECLARATION & ACKNOWLEDGMENTS
<br />)3 MCSR 36833
<br />)4 MCSR 19494
<br />54550 LS
<br />EXPIRES 6/30/23
<br />2003 25TH STREET S.E.
<br />ABBREVIATIONS:
<br />H2016- 004 Z>ALLM, UHt:UUlV .413U2 rAA (OW) Dry -LWU I I
<br />( OF TOWN PLATS
<br />`ULATED DISTANCE
<br />RD
<br />,TH OF ARC
<br />ON COUNTY DEED RECORD
<br />ON COUNTY SURVEY RECORD
<br />7
<br />_IC UTILITY EASEMENT
<br />ATE
<br />'—WAY
<br />"ELLOW PLASTIC CAP
<br />
|