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<br />PARTITION PLAT NO.;? -o? -,-1 - fSq
<br />LOCATED IN THE S.W. 1/4 OF SECTION 23, T. 8 S., R. 3 W., W.M.,
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />NOVEMBER 16, 2020
<br />PARTITION CASE NO. PAR-PLA-ADJ19-06
<br />D
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<br />L 67,
<br />ST
<br />R10GE NO- 48
<br />SUNNYSIDOF' L0TS 47
<br />SPLA T P. 62, B 0• f P•)
<br />A H46,
<br />Iry
<br />S89053'35"E 114.98' (N89'56'07"W 115.06') [1 ] DOWN 0.4' O
<br />FOUND 0.07'�� \
<br />��- 5' PRI VA TE STORM DRAIN WESTERLY OF
<br />EASEMENT PER [1J RIGHT OF WAY
<br />0 IBIT 0MOp
<br />0 R 1 EXN P. 39►
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<br />4270, 1
<br />INITIAL POINT FOUND 0.04
<br />WESTERLY OF �
<br />S89 -53'35"E 122.36 (S89 53 35 E 122.32) [2] RIGHT OF WAY
<br />N00'05'10"W 48.80'
<br />(N00'06'00"W 48.75') [1 ]
<br />DESTROYED BY
<br />UTILITY
<br />INSTALLATION
<br />25
<br />RPD�PL� Y-
<br />i J
<br />fi---------------------------� Z
<br />v �00 5 PRIVATE STORM DRAIN EASEMENT PER THIS PLAT \ n
<br />TO BENEFIT THAT PROPERTY DESCRIBED IN R. 4404, --�
<br />N
<br />-U-) P. 465, MCDR (ADJACENT PROPERTY TO WEST) \ m \
<br />co
<br />t° PARCEL 1\ n
<br />5938 SQ. FT. 10' PUE PER
<br />Z100 12.07 -___-__ \
<br />Q o04
<br />W co 1 N §83'59'09 E ' -14 - 6. -46
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<br />o 0 _aoo 10.06' o S83'59'Og " E 151.89' \ -
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<br />- - _ - -N83_59'09 14 9
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<br />PARCEL 2-
<br />5874 SQ. FT.
<br />22' WIDE SANITARY SEWER /
<br />AND STORM DRAIN /
<br />EASEMENT TO CITY OF /
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<br />S80 *0-;17'42 SALEM PER THIS PLAT
<br />E 133, on, /
<br />00 /
<br />EASEMENT NOTE:
<br />PARCEL 3
<br />5042 SQ. FT.
<br />IN80
<br />*16 02 W
<br />120-84'1
<br />OT 51' E NO. 2
<br />O•T.P•)
<br />NYSIpE 207' 6
<br />SAN 45, P.
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<br />10' PUE PER [IJ --I
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<br />N SEE DETAIL "A"O
<br />SHEET 2
<br />101
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<br />2S,
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<br />S89'52'15"W
<br />25.00'
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<br />The 5' Private Storm Drain Easement created in the plat of SUNNYSIDE RIDGE NO. 2 (V. 45, P. 207, B.O.T.P.) to benefit adjacent property to the West
<br />(previous owner deed recorded in R. 2082, P. 255, MCDR) has been modified by this plat to account for the new parcel configuration and the new
<br />easement shown hereon is to be granted benefiting that property described in R.4404, P. 465, MCDR.
<br />NARRATIVE:
<br />ZC)2-1, f5q
<br />SHEET 1 OF 2
<br />The purpose of this survey is to partition that property described in Exhibit "D" in that property line adjustment deed
<br />recorded in Reel 4270, Page 390, Marion County Deed Records, into three parcels per City of Salem Partition Case No.
<br />PAR-PLA-ADJ19-06. The basis of bearings used was along the west line of the plat of SUNNYSIDE RIDGE NO. 2 (V. 45, P.
<br />207, B.O.T.P.), holding the monuments set in said plat at the northwest corner of Lot 49 and the southwest corner of Lot 50 of
<br />said plat, which were held for the west line of the subject property. The south line of the subject property was determined by
<br />holding the original plat monuments at the southwest and southeast corners of said Lot 50 per SUNNYSIDE RIDGE NO. 2 (V.
<br />45, P. 207, B.O.T.P.). The north line of the subject property was determined by holding the monuments at the northwest and
<br />northeast corners of said Exhibit "D" in Reel 4270, Page 390, set in MCSR 39158. The right of ways of Osprey Court SE and
<br />Sun Court SE were determined by holding the centerline monuments from SUNNYSIDE RIDGE NO. 2 (V. 45, P. 207, B.O.T.P.)
<br />and offsetting 25 feet westerly and then calculating the reverse curve per said plat.
<br />FOUND MONUMENT LIST:
<br />0 5/8" iron rod with yellow plastic cap stamped "MULTITECH ENG.", set in [1]. Held.
<br />© 5/8" iron rod with orange plastic cap stamped "J. BEST PLS 85112.", set in [2]. Held.
<br />© 5/8" iron rod with yellow plastic cap stamped "MULTITECH ENG.", set in [1 ], bent. Found N41 °40'55"W 0.15' from
<br />calculated Point of Reverse Curve of right of way.
<br />5/8" iron rod with yellow plastic cap stamped "MULTITECH ENG.", set in [1], bent. Found N72008'30"E 0.12' from
<br />calculated Point of Reverse Curve of right of way.
<br />EQ 5/8" iron rod with aluminum cap stamped "MULTITECH ENG.", set in [1]. Held.
<br />CURVE TABLE
<br />CURVE #
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />CHORD BEARING & DIST.
<br />C1
<br />125.00'
<br />21'30'15"
<br />46.91'
<br />S30040'07"E 46.64'
<br />(C1)[2]
<br />125.02'
<br />21'32'04"
<br />46.99'
<br />S30043'1 6"E 46.71'
<br />C2
<br />20.00'
<br />74'35'03"
<br />26.03'
<br />S04007'43"E 24.24'
<br />(C2)[11
<br />20.00'
<br />74'34'55"
<br />26.03'
<br />SO4'05'34"E 24.23'
<br />C3
<br />200.00'
<br />21'43'00"
<br />75.81'
<br />S22018'18"W 75.35'
<br />(C3)[11
<br />200.00'
<br />21043'47"
<br />75.85'
<br />(S22'21'21 "W 75.30') [2]
<br />C4
<br />125.00'
<br />18'44'22"
<br />40.88'
<br />S10'32'48"E 40.70'
<br />(C4)[2]
<br />125.02'
<br />18'44'20"
<br />40.89'
<br />S1 0@35'04"E 40.71'
<br />C5
<br />125.00'
<br />40'14'38"
<br />87.80'
<br />S21 *17'56"E 86.00'
<br />(C5)[1 ]
<br />125.02'
<br />40'17'55"
<br />87.93'
<br />S2101445"E 86.12'
<br />C6
<br />20.00'
<br />38'14'03"
<br />13.35'
<br />S22018'1 YE 13.10'
<br />C7
<br />20.00'
<br />36'21'00"
<br />12.69'
<br />S14059'18"W 12.48'
<br />C8
<br />200.00'
<br />10'12'22"
<br />35.63'
<br />S28'03'38"W 35.58'
<br />C9
<br />200.00'
<br />11'30'38"
<br />40.18'
<br />S1 7012"08"W 40.11'
<br />C10
<br />175.00'
<br />45'00'30"
<br />137.47'
<br />S22'22'30"W 133.96'
<br />(C10)[11
<br />175.00'
<br />45'00'53"
<br />137.49'
<br />S22'24'22"W 133.98'
<br />C11
<br />100.00'
<br />44'59'19"
<br />78.52'
<br />N22'34'49"W 76.52'
<br />(C11)[11
<br />100.00'
<br />44'59'19"
<br />78.52'
<br />N22'32'32"W 76.52'
<br />C12
<br />200.00'
<br />11'34'33"
<br />40.41'
<br />S05039'32"W 40.34'
<br />(C12)[1 ]
<br />100.00'
<br />11'34'11"
<br />40.39'
<br />S05'41'01 "W 40.32'
<br />LEGEND:
<br />SURVEY REFERENCES:
<br />[1] SUNNYSIDE RIDGE NO. 2
<br />(V. 45, P. 207, B.O.T.P.)
<br />[2] MCSR 39158
<br />DEED REFERENCES:
<br />R1 R. 42701 P. 390, MCDR
<br />DELTA AND LENGTH CALCULATED PER [1 ]
<br />SCALE: 1 " = 20'
<br />0
<br />= Set 5/8" x 30" iron rod with yellow plastic cap stamped "WILSON PLS 2687" within 0.2'
<br />of ground surface
<br />unless noted otherwise
<br />•
<br />= Found monument within 0.2' of ground surface
<br />unless noted otherwise (see found monument list)
<br />( )
<br />= Data of record per survey noted
<br />= Record equals measured data per [2]
<br />P.P.
<br />= Partition Plat
<br />R.
<br />= Reel
<br />P.
<br />= Page
<br />REGISTEREDD
<br />V.
<br />MCSR
<br />= Volume
<br />= Marion County Survey Records
<br />BARKER
<br />+
<br />PROFESSION
<br />LAND SURVEYOR
<br />MCDR
<br />B.O.T.P.
<br />= Marion County Deed Records
<br />= Book of Town Plats
<br />SURVEYING
<br />Z4��� / 141�
<br />SQ. FT.
<br />= Square Feet
<br />3657 KASHMIR WAY SE
<br />PUE
<br />= Public Utility Easement
<br />SALEM, OREGON 97317
<br />=GREGORYL.
<br />CALC
<br />=Calculated
<br />PHONE 503 588-8800
<br />FAX 503 363-2469
<br />EMAIL: INFOOBARKERWILSON.COM
<br />EXPIRES: 6/30/2022
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