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NARRATIVE.
<br />DAD711rinKi E31 AIr Kit"N
<br />/-27
<br />SHEET 1 OF 2
<br />' S80 01 47 E 158.10
<br />A REPLAT OF PARCEL 1, PARTITION PLAT 2000-46 AND PARCELS 1 AND 2, PARTITION PLAT 2011-005 � I ZZ
<br />__ --'
<br />LOCATED IN THE S.E. 1/4 OF SECTION 11, THE S.W. 1/4 OF SECTION 12, THE WEST 1/2 OF SECTION 13 AND
<br />CENTERLINE 10 WIDE
<br />THE N.W., N.E. & S.E. 1/4 OF SECTION 14, T. 7 S., R. 2 W., W.M., MARION COUNTY, OREGON �• EASEMENT TO PGE PER
<br />SEPTEMBER 11, 2020
<br />lv - R. 3462, P. 192, M.C.D.R.
<br />- PARCEL 1 � � 1 -7PROPERTY LINE ADJUSTMENT CASE NO. 18-044 o l
<br />Lo a
<br />The purpose of this survey is to show a property line adjustment between those properties modified in a
<br />EASEMENT NOTE: A One -Party Easement, Covenant and Servitude recorded in R. 35931 P. 500, M.C.D.R.
<br />Marion County, as contract agent for the State of Oregon through its Department Environmental
<br />in favor of
<br />�
<br />00 L_
<br />oa 1
<br />previous property line adjustment case (Case No. 14-027) which was never completed, being those properties
<br />DIST.
<br />of
<br />30.00'
<br />103'54'51"
<br />-
<br />described in Exhibits C and D in Reel 3695, Page 108 and in Exhibit C in Reel 3695, Page 110, Marlon County
<br />47.25'
<br />Quality, for a permit to construct an individual onsite sewage disposal system on Parcel
<br />g p y
<br />2 of
<br />103'54'51 "
<br />z I �v PARCEL 2
<br />I DRAINF/E LD
<br />Deed Records, collectively consisting of Parcel 1 of Partition Plat 2000-46 and Parcels 1 and 2 of Partition Plat
<br />47.25'
<br />Partition Plat 2011-005, intended to serve Parcel 1 of said Partition Plat 2011-005 affects the
<br />30.00'
<br />76'05'09"
<br />2011-005, being in the form of a partition plat per Marion County Property Line Adjustment Case No. 18-044.
<br />N46'51'25"E
<br />subject property with thea approximate location of said onsite system shown in Detail "
<br />pp y etail C on this sheet.
<br />125.69'
<br />€91.52 1
<br />! _ - - .
<br />2�2, _
<br />The basis of bearings used was along the south line of said Parcel 2 per Partition Plat 2000-46 between
<br />827.
<br />(S86.30E 12.54
<br />S86046'00"E 447.48'
<br />(S86'46' 00"E 447.48') [ 6 ](F\)
<br />CH. -24.60.48'
<br />TO
<br />n
<br />CALC) [ 1 ] .; / co
<br />827.64'
<br />) R1 _
<br />monuments B and C. To determine the overall boundary of the subject property, I held the boundary of Partition
<br />Plat 2011-005
<br />(CR
<br />735
<br />�
<br />APPROXIMATE USAGE AREA
<br />SEE EASEMENT NOTE LEFT
<br />( )
<br />and utilized the found monuments shown to better define the boundary of Parcel 1, Partition Plat
<br />LA RDON ROAD
<br />2000-46. No monuments were set in this survey.
<br />O
<br />Q
<br />LEGEND:
<br />(N89 4500„W 178.81 () [9] 1 20' S84.54'00» W"1394.44 �,[9 1
<br />S89 45 00 E 178.81 20 N84'54 00 E 1394.4 -
<br />_
<br />PARCEL 3
<br />• = Found monument within 0.2' of ground surface unless noted otherwise 40'
<br />R/W
<br />168.571 - �- 361.44'
<br />€127.39 1 1033.00
<br />j
<br />40
<br />R/W
<br />DETAIL "C"
<br />"=200'
<br />(see found monument list)
<br />-
<br />- -
<br />SCALE: 1
<br />( ) = Data of record per survey noted
<br />€ ] = Record
<br />-
<br />� C2 30
<br />_ 1435.74 '
<br />N84'54'00"E 1631.70 30' C1
<br />' ` [91 "E
<br />°
<br />`
<br />SURVEY REFERENCES:
<br />equals measured data per P.P. 2011-005
<br />"W 1631.70' CALC) 3 , IN8'48'51 463.48'1
<br />I I (S84 54 00 0
<br />1
<br />(0
<br />MCSR
<br />P.P. = Partition Plat
<br />[1]
<br />1606
<br />R. = Reel
<br />' 30'
<br />I (�-125 WIDE PORTLAND �-
<br />[2]
<br />MCSR 8321
<br />P• _ Page
<br />GENERAL ELECTRIC^ Va
<br />Q
<br />[3]
<br />MCSR 9248
<br />MCSR = Marion County Survey Records
<br />,-,
<br />EASEMENT PER 0) (0
<br />`, o
<br />w
<br />U a,
<br />[4]
<br />MCSR 11678
<br />MCDR = Marion County Deed Records
<br />rn o
<br />� v7
<br />I I V. 510, P. 196, M.C.D.R. o SEE �- ap
<br />DETAIL
<br />;,r, �
<br />[5]
<br />MCSR 34641
<br />CALC = Calculated SurveyValue
<br />rN ,_
<br />o
<br />I I o V*
<br />PARCEL 1" B
<br />N
<br />[6]
<br />PARTITION PLAT 2000-046
<br />CR = County Road
<br />Ln
<br />" J: N
<br />I I UNSURVEYED CO 58212,36„ rn
<br />oo
<br />7
<br />[ ]
<br />MCSR 36717
<br />FOUND MONUMENT LIST:
<br />� 3
<br />84 22,E I W
<br />I I 80.00 ACRES ^ 3 - 684.22j'
<br />�,
<br />W
<br />�
<br />��
<br />[8]
<br />[9]
<br />MCSR 36922
<br />PARTITION PLAT NO. 2011-005
<br />„
<br />OA 5/8 iron rod with yellow plastic cap stamped WILSON PLS 2687 set in [9]. SCALE: 1 = 400'
<br />= o
<br />oo
<br />��pN C'4C/ �- ft i "'
<br />I ��' ��' '�?`y >,c. L B 1 v /
<br />ucNv
<br />o
<br />[10]
<br />MCSR 6075
<br />Held.
<br />o Z
<br />,°gra
<br />I _00
<br />C61 \ � Ld
<br />DEED REFERENCES:
<br />B 3 1/4" Marion Coun aluminum ca DL
<br />ty Can le corner N 61 d 62 t 8
<br />.�
<br />I - \ ? Go ,�' PARCEL 2 Z
<br />62
<br />N
<br />R1
<br />R. 3636 P 470 M C DR
<br />in
<br />Held for Initial Point. [ J-
<br />1/2"
<br />.1/2" iron pipe with flared top, down 0.7' in asphalt, set in [1 ]]. Held.
<br />OD 1" iron rod, up 0.6', set in [3]. Held.
<br />OE 3" Marion County brass cap, down 0.6' in monument box, set in [4]. Held.
<br />OF 2 1/2" Marion County brass cap, down 1.0', set in [7]. Held.
<br />CURVE DATA
<br />CURVE
<br />RADIUS
<br />DELTA
<br />ARC LENGTH
<br />CHORD BEARING
<br />DIST.
<br />C1
<br />30.00'
<br />103'54'51"
<br />54.41'
<br />S43'08'35"E
<br />47.25'
<br />(Cl) [9]
<br />30.00'
<br />103'54'51 "
<br />54.41'
<br />N43'08'35"W
<br />47.25'
<br />€C21
<br />30.00'
<br />76'05'09"
<br />39.84'
<br />N46'51'25"E
<br />36.98'
<br />PARCEL
<br />1
<br />Line Table
<br />Line #
<br />Direction
<br />Length
<br />Ll
<br />N77'09'36"W
<br />50.00'
<br />L2
<br />S19'28'46"W
<br />321.00'
<br />L3
<br />S77009'36"E
<br />306.80'
<br />L4 j
<br />N19'28'46"E
<br />150.00'
<br />BASIS OF BEARINGS N8'4514"E 188.08'
<br />" . \
<br />W _ DETAIL "B" SEE DETAIL A" ;� cry 3 (S9 -7'W 2.85 CH.-
<br />30. 30' co SCALE 1 " = 100 $ n�+k 188.10' CALC) [ 3] �•
<br />G ►ri ^ (N86'25'00"W 798.13' / o co ��� S CO�ti
<br />1 N co PARCEL 3 z •� • CALC) [6] �',
<br />M � � " "U N SU R VE YED" � � 0 (N86 30 W 12.10 CH. - �`� � \ C61
<br />n7 (S88 09 56 E 330.19) [9] � J ,� 136.29 ACRES � l _ �.�98.60) R1 h 1 - C62
<br />'S -3"E 798.60' � '� �, C67
<br />N88'09'56"W 330.19' 0 v `, w o ft
<br />j AO €360.41'] o
<br />S1 9028'46"W 375.26' ,� s 2004
<br />;,** ^ (N19 45 00 E 381.70) [6J „� �o .1 SRV E�°�
<br />�V co LO co N77'09'36"W 287.00' o) VL
<br />3 U J 1 N 64j 64
<br />(S76'53'22"E) [5] (287.00') [6] \
<br />0 co , J N 41i �-
<br />30' .d' 1 ^• Q a�o o t lo- S19028'46"W 171.00'
<br />Z =° ",^' 0O(N194500E 171.00) [5], [6] o�,
<br />� Q ^� Q o /� N REGISTERED
<br />€S86'46'00 "E N86'24'20"E � W CE005`t °o a'` _ � PROFESSIONAL
<br />3, V o SEPTIC DRAINFIELD EASEMENT
<br />30.14' © € 'CALC 1 PAR p11 �T o Z PER R. 1484, P. 354, MCDR �3 OQ' LAND SURVEYOR
<br />_ CALCj_. ., 30.72 P.P.AR) ►� 0 "
<br />W w S77 09 36 E 287.00
<br />20.09'-' 20.46' � OT A 3 = �' o* �V
<br />I 10.26 ao (N ao N MARIO (N76 53 22 W) [5] (287.00) [6] h 140
<br />N •dam- T7S R2W 00 MARION cy , �� OJULY 19.Gi994 N
<br />N PARCEL 2 1 20.01' Z 20► T7S R2W ^ cn Q GREGORY L. 11ILSON
<br />06 U .V 2687
<br />"� 10.00' (N82'14'21 "W"115.31') [9] 20. / MR 21 �o 07 �.N v EXPIRES: ES. 6/30/2022
<br />/ / (N79•4731" S82'1421 E 115.31 / DLi�2NE �,,�� O
<br />\ '`� S
<br />N S82• ' _ S79.47'3 W 226.13' / COUNT o
<br />LW ►'�20 00 22 21 "_�/T
<br />E 1055 A _ - 25 1 E 226.13 Cs1 / COUNTY \ ,�
<br />58 O _ 6.14 ___ , A BARKER
<br />�, _ _ , .
<br />30, 3 , ;W J 20.66 _ _ / (N 89450� E 2011.02) [ 4] . ` \, z SURVEYING
<br />PARCEL 3 1 O v S83'27'08"E - I (S89 -46'00"E" 2011.02) ,[6] \
<br />to
<br />o co 283.57' S89 48 28 W 2011.27 3657 KASHMIR WAY SE
<br />2 $ � (0 DETAIL "A" ' "
<br />SALEM OREGON 97317
<br />0 N
<br />20° SCALE 1" = 20'
<br />• '"� CENTERLINE 10 WIDE S82 14 21 E
<br />,Z ►� EASEMENT TO PGE PER 44.19'
<br />R. 3462, P. 192, M.C.D.R.
<br />0 SUNN YI //EW ROAD (60' R/W)
<br />V
<br />O PHONE (503) 588-8800
<br />FAX (503 363-2469
<br />EMAIL: INFO@BARKERWILSON.COM
<br />\ (S86'46'00 "E
<br />"UNSURVEYED"o
<br />20.55 ACRES
<br />.
<br />I s 2005
<br />(SRV E�p�
<br />\ 417.27) [g]
<br />,z
<br />SEE
<br />(01 (S86'46 00„ E
<br />1
<br />N86 46 00 W
<br />DETAIL
<br />77.35) [6]
<br />-
<br />417.34' 1
<br />C
<br />N 86'46' 53"w
<br />S90'00'00"W 11,70.84'
<br />(EAST 1170.84 6
<br />[ ]
<br />�� B C %
<br />�O O
<br />_
<br />S82'22'21 "E 1055
<br />I .58 I
<br />78.28'
<br />1
<br />(SW 39'E 11.33 CH. -747.78' CALC 2
<br />749-36') [ ]
<br />125.69'
<br />€91.52 1
<br />INITIAL
<br />POINT
<br />o %
<br />N86'46'53'W 246 , ^eco
<br />2.69
<br />(N86 30 W 37.28 do 0
<br />827.
<br />(S86.30E 12.54
<br />S86046'00"E 447.48'
<br />(S86'46' 00"E 447.48') [ 6 ](F\)
<br />CH. -24.60.48'
<br />TO
<br />n
<br />CALC) [ 1 ] .; / co
<br />827.64'
<br />) R1 _
<br />BASIS OF BEARINGS N8'4514"E 188.08'
<br />" . \
<br />W _ DETAIL "B" SEE DETAIL A" ;� cry 3 (S9 -7'W 2.85 CH.-
<br />30. 30' co SCALE 1 " = 100 $ n�+k 188.10' CALC) [ 3] �•
<br />G ►ri ^ (N86'25'00"W 798.13' / o co ��� S CO�ti
<br />1 N co PARCEL 3 z •� • CALC) [6] �',
<br />M � � " "U N SU R VE YED" � � 0 (N86 30 W 12.10 CH. - �`� � \ C61
<br />n7 (S88 09 56 E 330.19) [9] � J ,� 136.29 ACRES � l _ �.�98.60) R1 h 1 - C62
<br />'S -3"E 798.60' � '� �, C67
<br />N88'09'56"W 330.19' 0 v `, w o ft
<br />j AO €360.41'] o
<br />S1 9028'46"W 375.26' ,� s 2004
<br />;,** ^ (N19 45 00 E 381.70) [6J „� �o .1 SRV E�°�
<br />�V co LO co N77'09'36"W 287.00' o) VL
<br />3 U J 1 N 64j 64
<br />(S76'53'22"E) [5] (287.00') [6] \
<br />0 co , J N 41i �-
<br />30' .d' 1 ^• Q a�o o t lo- S19028'46"W 171.00'
<br />Z =° ",^' 0O(N194500E 171.00) [5], [6] o�,
<br />� Q ^� Q o /� N REGISTERED
<br />€S86'46'00 "E N86'24'20"E � W CE005`t °o a'` _ � PROFESSIONAL
<br />3, V o SEPTIC DRAINFIELD EASEMENT
<br />30.14' © € 'CALC 1 PAR p11 �T o Z PER R. 1484, P. 354, MCDR �3 OQ' LAND SURVEYOR
<br />_ CALCj_. ., 30.72 P.P.AR) ►� 0 "
<br />W w S77 09 36 E 287.00
<br />20.09'-' 20.46' � OT A 3 = �' o* �V
<br />I 10.26 ao (N ao N MARIO (N76 53 22 W) [5] (287.00) [6] h 140
<br />N •dam- T7S R2W 00 MARION cy , �� OJULY 19.Gi994 N
<br />N PARCEL 2 1 20.01' Z 20► T7S R2W ^ cn Q GREGORY L. 11ILSON
<br />06 U .V 2687
<br />"� 10.00' (N82'14'21 "W"115.31') [9] 20. / MR 21 �o 07 �.N v EXPIRES: ES. 6/30/2022
<br />/ / (N79•4731" S82'1421 E 115.31 / DLi�2NE �,,�� O
<br />\ '`� S
<br />N S82• ' _ S79.47'3 W 226.13' / COUNT o
<br />LW ►'�20 00 22 21 "_�/T
<br />E 1055 A _ - 25 1 E 226.13 Cs1 / COUNTY \ ,�
<br />58 O _ 6.14 ___ , A BARKER
<br />�, _ _ , .
<br />30, 3 , ;W J 20.66 _ _ / (N 89450� E 2011.02) [ 4] . ` \, z SURVEYING
<br />PARCEL 3 1 O v S83'27'08"E - I (S89 -46'00"E" 2011.02) ,[6] \
<br />to
<br />o co 283.57' S89 48 28 W 2011.27 3657 KASHMIR WAY SE
<br />2 $ � (0 DETAIL "A" ' "
<br />SALEM OREGON 97317
<br />0 N
<br />20° SCALE 1" = 20'
<br />• '"� CENTERLINE 10 WIDE S82 14 21 E
<br />,Z ►� EASEMENT TO PGE PER 44.19'
<br />R. 3462, P. 192, M.C.D.R.
<br />0 SUNN YI //EW ROAD (60' R/W)
<br />V
<br />O PHONE (503) 588-8800
<br />FAX (503 363-2469
<br />EMAIL: INFO@BARKERWILSON.COM
<br />
|