|
RMITH r.RF=F=I< P H n mn -i
<br />SHEET 4 OF 5
<br />O iS7S 06,1
<br />54.. 0, 9 E BEING A RE -PLAT OF PARCEL 1, PARTITION PLAT NO.2019-69
<br />30 8 �1 0 (S6 LOCATED IN THE N.E. 1/4 OF SECTION 13, T. 5 S., R. 2 W., W.M., ,�o,
<br />09, ' T AND IN THE N.W. 1/4 OF SECTION 18, T. 5 S. R. 1 W. W.M., �.N �o ao
<br />2
<br />2,372, S6 •19.F PARCE PLA CITY M a
<br />48 0�7 R,ITION 69 OF WOODBURN, MARION COUNTY, OREGON „►. �, /
<br />• 2s. OA PA 2019' OCTOBER 9, 2020 MG /
<br />Mi
<br />S74-19,14,
<br />/
<br />LO LEGEND: 270.35, E /
<br />T 183 8S' 6Q 00.
<br />f'S O =Set 5/8" x 30" iron n r „ 34.00 , �oa7,ee �"I
<br />CIV 40 0 s9, o rod with yellow plastic cap stamped WILSON PLS 2687"IR b/�_._csar, /
<br />669 184 0"�' �6� within 0.2' of ground surface unless noted otherwise o 1 78' J�10' PUE
<br />N 1
<br />El = Set 5/8" x 30" iron rod with aluminum cap stamped "WILSON PLS 2687". o
<br />F
<br />1 X689 , • = Found monument within 0.2' of ground surface unless noted otherwise (see found monument list) zkrn
<br />C15 ;�' 6S T ho ?% ■ = Found 5/8" x 30" iron rod with aluminum cap stamped "WILSON PLS 2687", set in [5] _
<br />10' p 0> S,cs oma' x08.9 ( )1 = Record equals Measured per Partition Plat 2019-069 T 229
<br />o C13C16 �E �,,'
<br />,,� ( )2 _ Record equals measured per MCSR 38848 TRACT "Y"�
<br />^o N { } = Record equals Measured per survey noted s"SD
<br />�C A [#] = Survey Reference Number co
<br />76 ^o,q V. Volume DETAIL C - SCALE: 1 -10
<br />M R co 7,,7 •�,, P . = Page
<br />IN,S/ o -P MCSR = Marion County Survey Records
<br />C19 N,oh B.O.T. P. = Book of Town Plats
<br />co
<br />C22 SF _Square Feet
<br />C23 5829, 70 "o PUE = Public Utility Easement
<br />10• p 21•� 686, �\
<br />F � c24q � X23 � \ ,��.
<br />v• N i �T . �s • �s.
<br />8
<br />3
<br />050
<br />�` N 0) �' ? 89' tis82 292 (SS
<br />?+
<br />O co o, ,^' �0 3 2� • 8g 1'1' S ?9,
<br />J o � � co co� � \ � g?' .41
<br />�O SF ,82 6
<br />•d' ' ^') d' � ,� � � � � in � � 586, � �
<br />cb co AO
<br />t i y' cb
<br />co
<br />c` ,•�v� tis ^�o
<br />v, l o d. co c,, 8' 2
<br />o, 2 1
<br />%32.00 10' PUE "' o ,� o o S7 921 0 .^O (R PCEL PEAT
<br />- 32. `'' ,� o +� ^ �8. o �„'� oo P TI TI ON __69 „ _ ,
<br />00 -
<br />3200.9 c� .�"7 �0 2 , p/ "O \ PAR 2019 SCALE. 1 - 40
<br />�
<br />N N14„ 2.00, C/) C / C'/
<br />w 23� 86 36, 00� _ / \s6 829,
<br />o....'-.0 0' 14$*W 270.3 , MCCAit CZ ^;*1 � � 70.
<br />4 -Pi-
<br />c)
<br />• \
<br />0 c) 32 00, - 5 UM LAN / `�
<br />o 0
<br />N °' cn rn o X32.00' - / /
<br />~;� N co 0)0o 34.00' - / \
<br />O Co p cV
<br />Curve Table
<br />Curve #
<br />Radius
<br />Delta
<br />Length
<br />Chord Bearing & Distance
<br />(C1)1
<br />530.00'
<br />12.48'08"
<br />118.42'
<br />S64'53'25"E 118.18'
<br />(C2)1
<br />230.00'
<br />13'48'47"
<br />55.45'
<br />S7801 1'52"E 55.31'
<br />C13
<br />405.00'
<br />30'28'20"
<br />215.40'
<br />N73'43'31 "W 212.87'
<br />C15
<br />405.00'
<br />7.4355"
<br />54.65'
<br />N76025'46"W 54.61'
<br />C16
<br />405.00'
<br />8'05'41"
<br />57.22'
<br />N68'30'58"W 57.17'
<br />C17
<br />405.00'
<br />5'58'46"
<br />42.27'
<br />N61'2844"W 42.25'
<br />C18
<br />375.00'
<br />30'28'20"
<br />199.44'
<br />N73'43'31 "W 197.10'
<br />C19
<br />345.00'
<br />30.28'20"
<br />183.49'
<br />N73'4331 "W 181.33'
<br />C22
<br />345.00'
<br />5'19'00"
<br />32.01'
<br />N73'37'58"W 32.00'
<br />C23
<br />345.00'
<br />5'20'45"
<br />32.19'
<br />N68'18'06"W 32.18'
<br />C24
<br />345.00'
<br />5'25'24"
<br />32.66'
<br />N62055'01 "W 32.64'
<br />C25
<br />345.00'
<br />1'42'58"
<br />10.33'
<br />N59'20'50"W 10.33'
<br />C26
<br />28.00'
<br />74'10'07"
<br />36.25'
<br />N68.35'42"E 33.77'
<br />C27
<br />10.00'
<br />74.10'07"
<br />12.94'
<br />N68.35'42"E 12.06'
<br />J o o 0 .� 0 3 N rn C27 � 60, F
<br />` 40 rn o,NJ �N oSEE DETAIL B )� ANT,oF�
<br />s
<br />IV, ,� ° /zo
<br />co -_j c%v 0) THIS SHEET
<br />0 \
<br />00
<br />32.00 N74.19,1 ,cis � � CIV vco- "L co
<br />- 32.001 4 W 234 00, vi •o _,,,o � - - -
<br />1 - 32.0-, 0 .0 a TRACT "Y"
<br />EAS PRI VA T 74J.
<br />-32. � 32. �0,� � � �„� co iN, 1.138 ACRES 1�. � \ \ 29�E , l
<br />t oTS MENT T STORM 14 w 31,3 34 0 10.00' n 2 33'09 PUE 47 74 1 / W/Th/ DR
<br />222,229 &ENE DRA1N 84 1 0 31 5 `� 211, 0 /l SO, ----
<br />o )2 , \ 0 (
<br />A
<br />ACT 0K P- 11,
<br />.fR CREEP ,1, _
<br />5MITN N48, P,) RN,
<br />i� 0.0• T WOODBU MCDR
<br />Ty OF 338, DI VI SI ON )
<br />CI2413, P. (Ns), o A SUB 6.0.T P
<br />R• 2844., 3 ELAN P. 21,
<br />w 26 .M V 28,
<br />FOUND MONUMENT LIST: SURVEY REFERENCES:
<br />REGISTERED
<br />QA 5/8" iron rod with yellow plastic cap stamped "WILSON PLS 2687", set in [1]. [1 ] - PARTITION PLAT 2019-69 PROFESSIONAL
<br />QE 5/8" iron rod with yellow plastic cap stamped "BARKER PLS 636", down 1.6', set in [3]. [3) -MCSR 36435 [2] - MCSR 38848 BARKER LAND SURVEYOR
<br />•
<br />Found N54003'01 "W 0.22' from calculated corner. SURVEYING `
<br />[4) - WOODBURN SENIOR ESTATES (V. 22, P. 42, B.O.T.P.) O ,� �(/`''G
<br />OF 5/8" iron rod, set in [3). Held. L - SMITH CREEK P.U.D. (V. H48, P. 71, B.O. I H.)
<br />© 5/8" iron rod with yellow plastic cap stamped "WILSON PLS 2687", set in [2].
<br />3657 KASHMIR WAY SE 0 R t G O N
<br />SALEM, OREGON 97317 JULY 19, 1994
<br />PHONE 503 588-8800 GREGORY L. WH SON
<br />FAX 503 363-2469 2687
<br />EMAIL: INFOOBARKERWILSON.COM EXPIRES: 6/30/2022
<br />
|