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IL
<br />PARTITION PLAT NO. Z02-1 - iq
<br />LOCATED IN THE S.W. 1 /4 & THE S.E. 1 /4 OF SECTION 18, T. 8 S., R. 2 W., W.M.,
<br />CITY OF SALEM, MARION COUNTY, OREGON NARRATIVE
<br />�s
<br />SHEET 1 OF 2
<br />OCTOBER 07, 2020 The purpose of this survey is to partition that property described in Reel 3857,
<br />PARTITION CASE NO. PAR19-04 Page 122, Marion County Deed Records, into two parcels per City of Salem Partition
<br />Case No. PAR19-04. The basis of bearings used was along the east line of the
<br />�` 85 tA �0��� Q Das line, Clark Donad thetion claimand corneaA and aim No. 9 atown in MCSR 34329. To determine
<br />Oh S F i� P point 5 00 feet at a perpendicular distance
<br />S18 Easterly of monument B per MCSR 34329. To determine the west line of the subject
<br />�2?-09S? \. property, I held a line parallel with and 25 feet Easterly of the determined claim line.
<br />?,
<br />8 / c 0 \ To determine the southwesterly railroad right of way, I held a line 30 feet
<br />90 .00, southwesterly from the center of the existing tracks. I held record stationing for the
<br />9�� 9 �9'F) 00' (Cy STq Tj0" S� 1997 O� \ Point of Spiral to Curve based on relation with the west line of DLC No. 60 per MCSR
<br />illy'
<br />4073E. The southeasterly line of the subject property was determined by holding the
<br />3>;4 T S� 0 p calculated position of the stone labeled as Corner No. 12 in MCSR 5682A (see
<br />ON CO spy �-s(6F0/" *6� 0 �F"0� cUR� R S � explanation bottom right of this sheet) and monument J per said MCSR 5682A, which
<br />20 TELECOMMUNICATIONS—]S • p y F
<br />Q� T8S R2W �j, 9�6; ��.�ti EASEMENT TO LEVEL 3 �R FR X90 said line is considered to be the westerly line of the John Herren DLC No. 60. The
<br />DLC I 80,\ ' �� COMMUNICATIONS, LLC PER q4 S oo� \\ southwesterly line of the subject property was determined by offsetting the calculated
<br />59 118 SE R. 3542, P. 204, MCDR original southwesterly right of way of Eastland Avenue 50 feet Northeasterly (see
<br />g COR \. Detail "A" Sheet 2). Monument G was found bent in the asphalt and fit within reason
<br />1/4 .r�� \ of the calculated intersection of the above determined lines. I set a 5/8" iron rod with
<br />2001 O� ��"s\,90 \ aluminum cap stamped "WILSON PLS 2687" at the calculated position determined.
<br />RVEF �-� \ • �
<br />O.S.P p,R 10 S22'18'15"E 90.24 (CHORD) \ C oo \- WESTERLY LINE JOHN HERREN
<br />T8S R2W \ ( D) ^� \ DLC NO. 60 PER [10]
<br />\ OFFSET SPIRAL LENGTH=90.24
<br />T8S R2W /0, C� \ HELD STATION 314+90 PER [5]
<br />00 NE COR G 20' WATERLINE EASEMENT TO C.O.S. PER THIS PLAT, CENTERED S SURVEY REFERENCES:
<br />• �F ON THE EXISTING WATERLINE. ALSO A WATERLINE EASEMENT TO ?g?,
<br />DLC 63 C.O.S. WITH GENERAL LOCATION AND UNSPECIFIED WIDTH O 3 [1] MCSR 34329
<br />\� RECORDED IN V. 227, P. 39, MCDR. 8 43' 2 MCSR 35840
<br />EAST LINE _ _ C13 ,�O [ ]
<br />263 — — — — — — S42'03'S9"E 648.05' I \ \ [3] MCSR 32582
<br />c�UN1 DLC 59 �� 29.96— ----------
<br />PER [1 ] _ _ _ _ _ — — — — — S36 23 \ '� [4] MCSR 22852
<br />, _ _ _ _ _ _ 03 E 234.42 `''• �n 5 MCSR 4073E
<br />O QI ��j �ti0 N42'03 59 W 624.75' — — — — _ —N3
<br />— — _ [ ]
<br />��'�• �� IV3623' — — 22.53 + \\ 6, [6] P.P. 2005-51
<br />FOUND MONUMENT LIST: �( © �'�9 ��s, PARCEL 2 03..w 243.80, — _ [7] MCSR 35280
<br />0
<br />rol
<br />'0
<br />0
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<br />IN
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<br />3-1/4" aluminum ca southeast corner of Daniel Clark DLC NO. 59 �'� �� 12.00 ACRES 1J� ' \. a': [8] HANSHAW FRUIT -FARMS
<br />P ( )' `� 9 \ (V. 6, P. 37, B.O.T.P.)
<br />set in [2]. Held. l F � �� N N �
<br />\ [9] MCSR 4409-DO76
<br />5/8" iron rod with yellow plastic cap stamped "ANDREWS RLS 1626", set in [1]. oo ��ti0 �S� �� \ [10] MCSR 5682A
<br />o. �. [11 ] MCSR 6390
<br />Held for west right of way of EASTLAND AVE SE (CR 845). � . �•6� \ N
<br />251 i \ [12] MCSR 34666
<br />5/8" iron rod with yellow plastic cap stamped "ANDREWS RLS 1626", set in [1 ]. N� o0.
<br />[13] COATES ADDITION
<br />Bears N29'1 3'50"W 4.24' from the calculated end of spiral on the southwesterly RR RNV. �� �� 1 � 30.00' \\ N o� �� (V. 34, P. 29, B.O.T.P.)
<br />„ 6
<br />5/8" iron rod with yellow plastic cap stamped "ANDREWS RLS 1626", set in [1 ]. Bears S21 °20'54"E ooh �09�1� \ 6�•2� 05 \ °, �`- o
<br />31.48' from calculated east corner of subject property.
<br />>Na; s ,14, PR BARKER
<br />2 brass cap, down 0.3', set In [3]. os s� \ \ � v � N R. M00
<br />sNAw S soy s�,� \ CP V, y o SURVEYING
<br />5/8" iron rod, set in [4]. Bears S26040'50"W 3.33' from intersection of calculated R/W and line between NA T,FARMO r P•) �� X4,0. \ �, w� �' �- 3657 KASHMIR WAY SE
<br />monuments E and D. FR�I 3�, B o o. -� �'
<br />6' P v� >>, \ \ L,, � -� SALEM, OREGON 97317
<br />\ n �� PHONE (503) 588-8800
<br />�. ( )
<br />5/8" iron rod with yellow plastic ca stamped "ANDREWS RLS 1626" bent and down 0.5' in asphalt, ( LP L s -� FAX 503 363-2469
<br />set in [1]. 1 replaced this monument with a 5/8" rod with aluminum cap stamped "WILSON PLS 2687" at -9�oJ �J\ �� PARCEL 1 \ o \ ��EMAIL: INFOC�DBARKERWILSON.COM
<br />surface. Held for angle point in boundary and Initial Point. / l�x `�\ 5.000 ACRES \�' \ \ 3, ✓ REGISTERED
<br />LO
<br />'9s, O r, PROFESSIONAL
<br />5/8" iron rod with yellow plastic cap stamped "ANDREWS RLS 1626", set in [6]. �,% �S ,� \ \ LAND SURVEYOR
<br />Held for west right of way of EASTLAND AVE SE (CR 845). o�` 0 \ \ a' -
<br />BZ_, � 00- 30' PRIVATE ACCESS & \ r, / elk
<br />e
<br />3" Marion County brass cap, down 0.7' in monument box, set in [9]. �Q�ti `� PUBLIC UTILITY EASEMENT -�'\ \. J �G�C.
<br />G's TO BENEFIT PARCEL 2 \ 0 R E G 0 N
<br />\ PER THIS PLAT \ WESTERLY LINE JOHN JULY 19, 1994
<br />3-1/4" Marion County aluminum cap, down 0.5', set in [12]. Held for the northwest corner of DLC No. 60. ��'d9. \ \. HERREN DLC NO. 60 GREGORY L. WESON
<br />SCALE: 1" = 100' �.�8• \ PER [1] 2887
<br />LEGEND: \\ \ EXPIRES: 6/30/2022
<br />Curve Table O = Set 5/8" x 30" iron rod with yellow plastic cap stamped "WILSON PLS 2687" ��S \ INITIAL 31.17' �\ C
<br />within 0.2' of ground surface unless noted otherwise ��o• © POINT 10' PUE E
<br />• = Found monument within 0.2' of round surface unless noted otherwise ��_
<br />g \ �' N 48'03 44 W 361.47'
<br />(see found monument list) RR = Railroad (N48'02'12"W 379.08') [1] \
<br />( ) = Data of record per survey or deed noted R/W = Right of Way S36'07'59"W 42.21' �i� £ASTLAND A W S£
<br />MCSR = Marion County Survey Records V. = Volume ,,F, SEE DETAIL"A"\
<br />MCDR = Marion County Deed Records R. =Reel •`����, SHEET 2
<br />B.O.T.P. = Book of Town Plats p = page �s o,
<br />SQ. FT. = Square Feet P.P. = Partition Plat�T�,
<br />Y)2, 5 /y,
<br />PUE =Public Utility Easement C.O.S. =City of Salem . �.,1.� �E 1
<br />CALC = Calculated survey value = Centerline S88'46 ,40E 1424.65 �• F1 2005 .�
<br />(S88'38 00 E 1424.63) [2] I OA P.P•
<br />MA NAM S1 SE
<br />S48'03'44"E 17.48'
<br />EASTLAND ANF SIF
<br />THE STONE SHOWN IN MCSR 5682A AT THIS
<br />LOCATION WAS FOUND DISTURBED. I
<br />THEREFORE HELD THE TIED POSITION OF THE
<br />STONE PER MCSR 35840, WHICH WAS
<br />ACHIEVED BY HOLDING RECORD ANGLE AND
<br />DISTANCE FROM A LINE BETWEEN MON.'S A
<br />AND I PER SAID MCSR 35840.
<br />Curve ##
<br />Radius
<br />Delta
<br />Length
<br />Chord Bearing & Dist.
<br />C1
<br />5759.58'
<br />02'37'46"
<br />264.33'
<br />S23'55'08"E 264.31'
<br />C2
<br />5729.58'
<br />02'23'24"
<br />239.00'
<br />S23'47'57"E 238.98'
<br />C3
<br />5729.58'
<br />12'27'29"
<br />1245.80'
<br />S28'49'59"E 1243.35'
<br />(C3)[5]
<br />V CURVE LT
<br />5729.58'
<br />1 CALC 0"
<br />1245.80'
<br />MA NAM S1 SE
<br />S48'03'44"E 17.48'
<br />EASTLAND ANF SIF
<br />THE STONE SHOWN IN MCSR 5682A AT THIS
<br />LOCATION WAS FOUND DISTURBED. I
<br />THEREFORE HELD THE TIED POSITION OF THE
<br />STONE PER MCSR 35840, WHICH WAS
<br />ACHIEVED BY HOLDING RECORD ANGLE AND
<br />DISTANCE FROM A LINE BETWEEN MON.'S A
<br />AND I PER SAID MCSR 35840.
<br />
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