|
© - 184.80' (S89'56"W 184.8')[4]
<br />I
<br />CALCULATED NW CORNER-'
<br />OF PARCEL II HELD AS
<br />BEING 20.43 CHAINS EAST
<br />I OF THE NW CORNER V.25,
<br />P.490, MCDR
<br />25' 1 25'
<br />LEGEND:
<br />I
<br />•
<br />( )
<br />] ]
<br />MCSR
<br />MCDR
<br />CALC
<br />PP
<br />V.
<br />R.
<br />P.
<br />CH
<br />RECORD OF SURVEY
<br />FOR: JW RAMAK LIVING TRUST AND BARBARA KITTERMAN
<br />IN THE S.E. 1/4 OF SECTION 27, T. 6 S., R. 1 W., W.M., MARION COUNTY, OREGON
<br />OCTOBER 22, 2020
<br />MARION COUNTY PROPERTY LINE ADJUSTMENT CASE NO. 20-024
<br />BASIS OF BEARINGS
<br />S89'57'23"E 943.68'(S89'42'00"E 943.70'-CALC)[1]
<br />492.26'(S89'42'00"E 492.28')[1]
<br />108.50'(EAST 108.50)R1 S89'56'52"E 193.96'(194.06' CALC)R1
<br />mrp@I SEE DETAIL "B" 184.39'
<br />I
<br />ORIGINAL
<br />PROPERTY "B"
<br />PARCEL 1,
<br />R 4119, P. 308,
<br />MCDR
<br />__
<br />u _
<br />_ U
<br />I MC N
<br />Ui
<br />M 43, P
<br />o
<br />R.36
<br />Z PARCEL II308� Ui iv
<br />v P•
<br />v0i I R 411 MCpR o
<br />co00
<br />tp N Z
<br />PO
<br />3 ADJUSTED
<br />N I h N PROPERTY "B"
<br />o o EXHIBIT "D"
<br />o h No R.4375,P.396,MCDR
<br />o Q z 3886 SQUARE FEET
<br />z k
<br />1
<br />GINAL LINE
<br />N
<br />--ADJUSTED LINE ,J
<br />N.
<br />—TRANSFERRED
<br />PROPERTY W
<br />2,330 SQ FT N
<br />allo 0
<br />M ADJUSTED PROPERTY "A" b
<br />NEXHIBIT "C" z
<br />3 R.4375,P.396,MCDR
<br />0 1.33 ACRES 00
<br />N
<br />M
<br />0
<br />N o
<br />ORIGINAL PROPERTY "A" o
<br />R 1402, P. 367, o
<br />(� MCDR 0
<br />W`S89'45'05"W 2.13'
<br />to_
<br />to LO
<br />�00
<br />o�
<br />0
<br />Cn
<br />(N89'42'W 159.80-CALC)[3] 1 (WEST 108.5')R1 I
<br />SEE DETAIL "C"
<br />0 159.80' C 108.50' � I 188.63'
<br />k._ 268.30' (267.80' CALC)[3] N89'57'24"W 193.50'(194.06'-CALC)R1
<br />I -_S44 51'17"W 35.24' - N89'57'24"W 913.24'(N89'42'W 913.17'-CALC)[3] - N
<br />WESTERN A VE (CR 656 N
<br />I
<br />= Set 5/8" x 30" iron rod with yellow plastic cap stamped "WILSON PLS 2687"
<br />within 0.2' of the ground surface
<br />= Found monument within 0.2' of ground surface unless noted otherwise
<br />(see found monument list)
<br />= Data of record per survey noted
<br />= Record equals measured per R1
<br />= Marion County Survey Records
<br />= Marion County Deed Records
<br />= Calculated survey data
<br />= Partition Plat
<br />= Volume
<br />= Reel
<br />= Page
<br />= Chains
<br />RECEIVED 11/13/2020 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />02/01/2021.
<br />MCSR 39324
<br />SCALE 1" = 50'
<br />FOUND MONUMENT LIST:
<br />451.43' (S89' 24 '00"E 451.42')[1]
<br />PARC -"061
<br />PP 9
<br />PAoCr� 2 8
<br />PP 9
<br />1
<br />PARC068
<br />PP 94'
<br />20'
<br />I
<br />(S89'42'00"E 446.42'-CALC)[1 ]
<br />�- 446.44' ©TO HQ Q
<br />�• U r0 �•�Q I
<br />SEE
<br />-� - �— - - DETAIL "A"
<br />I
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP "GORMAN SURVEY PLS 1196 PLS
<br />2281", SET IN [1].
<br />QB 3/4" IRON PIPE, SET IN [3].
<br />© 1" IRON BAR, LEANING, SHOT WHERE VERTICAL, SHOWN IN [2], SOUTH 0.32'
<br />AND WEST 2.32' FROM SOUTHWEST CORNER OF PARCEL II, R. 4119, P. 308.
<br />QD 3/4" IRON PIPE, LAYING ON SIDE, SHOWN IN [4], SOUTH 0.32' AND WEST 2.32'
<br />FROM NORTHWEST CORNER OF PARCEL 2, R. 4119, P. 308.
<br />EQ 1" IRON PIPE, DOWN 0.8, SET IN [3].
<br />QF 1/2" IRON PIPE, DOWN 0.4', SHOWN IN [3] HELD.
<br />© 3/4" IRON PIPE, SET IN [4].
<br />HQ 1" IRON PIPE, DOWN 0.7', SET IN [3].
<br />QI 5/8" IRON ROD WITH YELLOW PLASTIC CAP "GORMAN SURVEY PLS 1196 PLS
<br />2281", SET IN [1].
<br />Q 5/8" IRON ROD WITH YELLOW PLASTIC CAP "GORMAN SURVEY PLS 1196 PLS
<br />2281", SET IN [1].
<br />MCSR 39324
<br />SHEET 1 OF 1
<br />NARRATIVE:
<br />The purpose of this survey is to show a property line adjustment between that
<br />property described in Reel 1402, Page 367, and as Parcel I in Reel 4119, Page 308,
<br />Marion County Deed Records per Marion County Property Line Adjustment Case
<br />No. 20-024. The Basis of Bearings used for this survey is between monuments G
<br />and A, the line being held as South 89057'23" East per OCRS Salem. Bearings are
<br />based on OCRS (Oregon Coordinate Reference System) Salem Zone - NAD
<br />83(2011) EPOCH 2010.00, using the ORGN (Oregon Real Time GNSS Network).
<br />To determine the north boundary of the subject property I held monuments G
<br />and A per Partition Plat 93-111, as well as monument I for the northeast corner of
<br />the subject property. The south line of the subject property, being coincident with the
<br />north right of way of Western Avenue, was determined by holding monument E and
<br />monument H per the Marion County survey MCSR 2545. Monument B was held for
<br />the southeast corner of the subject property. The west line of the subject property
<br />was determined by holding record deed distance Easterly and parallel with the
<br />centerline of Grant Street, which was called out in both Reel 4119, Page 308 and
<br />Reel 1402, Page 367. A property line adjustment deed was recorded in Reel 4375,
<br />Page 396, Marion County Deed Records.
<br />SURVEY REFERENCES:
<br />[1 ]
<br />PP 93-111
<br />[2]
<br />MCSR 11634
<br />[3]
<br />MCSR 2545
<br />[4]
<br />MCSR 11486
<br />DEED REFERENCES:
<br />R1 R. 4119, P. 308, MCDR
<br />R2 R. 1402, P. 367, MCDR
<br />(N89'42'00"W 5.00')[1]
<br />5.03' � O
<br />J
<br />N89'57'24"W 913.24'Q)
<br />S89'15'03"E 5.05®y
<br />(S89'42'00"W 5.00')[1]
<br />DETAIL "A"
<br />SCALE: 1" = 10'
<br />14.56'
<br />]5.00] I 9.56'
<br />��
<br />I
<br />114
<br />00
<br />PRGEL
<br />P R1 00
<br />N
<br />ao W
<br />N Iz
<br />C l
<br />M
<br />N
<br />M
<br />3
<br />J tjl<
<br />v 31z
<br />0
<br />04
<br />0
<br />I
<br />LO
<br />o
<br />Q_ ol0
<br />0
<br />0
<br />o
<br />N 1
<br />001
<br />to
<br />0
<br />ADJUSTED LINE
<br />z1
<br />DETAIL "B"
<br />SCALE: 1" = 10'
<br />00
<br />I
<br />oo I
<br />ADJUSTED LINE
<br />Cv I W
<br />in
<br />to
<br />I _J
<br />06
<br />P P `c3v
<br />w N l z
<br />W
<br />0 c�
<br />Q �
<br />0
<br />cv
<br />0
<br />l o
<br />0
<br />0
<br />0
<br />z
<br />01
<br />z
<br />V)
<br />€5.00'] 14.88'
<br />9.88'
<br />DETAIL "C"
<br />SCALE: 1" = 10'
<br />BARKER
<br />711M SURVEYING
<br />3657 KASHMIR WAY SE
<br />SALEM, OREGON 97317
<br />PHONE (503) 588-8800
<br />FAX (503) 363-2469
<br />EMAIL: INFOOBARKERWILSON.COM
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />0/REG0N
<br />Y 19, 1994
<br />GREGORY L. WILSON
<br />2687
<br />EXPIRES: 6/30/2022
<br />
|