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<br />PARTITION PLAT NO. aD_C)d - N00 SHEET 10F2
<br />LOCATED IN THE N.E. 1/4 OF SEC. 33, T. 4 S., R. 1 W., W.M.,
<br />CITY OF HUBBARD, MARION COUNTY, OREGON `
<br />AUGUST 08, 2019 ai�`
<br />PARTITION CASE NO. PAR 2019-01 f&. o.
<br />NARRATIVIE:
<br />The purpose of this plat is to partition into two parcels, that tract of land described in deed to JILL S. KEPPNER,
<br />recorded April 6, 2018 in Reel 4064, Page 331, Marion county deed records, said partitioning being pursuant to City of
<br />Hubbard Planning File Number 2019-01.
<br />The basis of bearings for this plat is North 41015'00" East along the northwesterly right of way of 5TH STREET per
<br />record data of MCSR 18094, said right of way being determined here by holding monuments "A" and "B". This basis of
<br />bearings also matches the last call in said Reel 4064, Page 331.
<br />In the area of the subject property, descriptions in deeds for properties fronting on the northwesterly right of way of 5TH
<br />STREET make calls to block corners from the plat of C. HUBBARD'S ADDITION TO HUBBARD, yet some of the surveys of
<br />those properties have neglected to tie into the applicable block corners. As it relates to surveying in the local area, this
<br />approach calls into question the locations of monuments of those surveys and the boundaries which they are intended to
<br />represent, particularly in the northeast -southwest directions. PARTITION PLAT 91-82 tied into a monument at the most
<br />northerly corner of BLOCK 111 of C. HUBBARD'S ADDITION TO HUBBARD, as well as a monument at the
<br />centerline -centerline intersection of 5TH STREET and "G" STREET. The measurements represented on that plat fit well
<br />enough to record plat distances that the applicable block corners could be reasonably calculated. Therefore, I have held
<br />monument "G" as being a point on the northwesterly right of way of 5TH STREET that is 25.00 feet northeasterly of the most
<br />easterly corner of the subject property per said partition plat. From this point, deed bearings and distances were held
<br />running southwesterly along the right of way of 5TH STREET and northwesterly along the southwesterly line of the subject
<br />tract, arriving at the most westerly corner. From the most westerly corner of the subject tract, monument "J" bears
<br />N41 ° 15'00"E, matching the deed bearing for the north line of Reel 4064, Page 331. Deed bearings and distances for the
<br />subject property were then run northeasterly and southeasterly from the most westerly corner to resolve the remaining c
<br />boundaries as shown hereon. ,goo
<br />LEGEND:
<br />O = Set 5/8" x 30" iron rod with orange plastic cap marked, "J.BEST PLS 85112",
<br />0 = Found monument within 0.2' of ground surface unless noted otherwise
<br />(see found monument list)
<br />i ) = Data of record per survey noted
<br />[ ] = Record and measured data per survey noted
<br />MCSR = Marion County Survey Records
<br />MCDR = Marion County Deed Records
<br />SQ. FT. = Square Feet
<br />CALC = Denotes a calculated value per reference noted
<br />MONUMENT LIST:
<br />SET N48'45'00"W
<br />1.33' ON THE N'LY
<br />EXTENSION OF THE
<br />SW'LY LINE DUE
<br />TO AN EXISTING
<br />BUILDING AT THE
<br />CORNER \ _ll
<br />.4v
<br />O
<br />C
<br />Oma` K
<br />goo• � o0
<br />o•
<br />, 00 N
<br />40
<br />1.5';.:bt 1 5,48 45 00 E
<br />h 1.00' ON THE ,0 0
<br />NE'LY LINE DUE 9-Q
<br />TO AN EXISTING
<br />0 FENCE POST �F/oti
<br />-o
<br />-o
<br />•o EXISTING FENCE IS MORE -9 o
<br />G�
<br />JK''`� OR LESS ALONG THE
<br />NORTHEASTERLY BOUNDARY OF
<br />INV THE SUBJECT PROPERTY S o,
<br />00, �
<br />25' EASEMENT FOR F? \� H ,
<br />- 2.8' INGRESS AND EGRESS PER �0
<br />5.3' REEL 1447, PAGE 597 •00,
<br />sr8-Q
<br />PARCEL 2 �`�p VIs, of
<br />14111 SQ. FT. J OO . /
<br /><9O
<br />QA 5/8" iron rod, 0.2' above surface, set in MCSR 22969, held for northwesterly right of way of 5TH STREET.
<br />0 1/2" iron pipe, set in MCSR 18094, held for northwesterly right of way of 5TH STREET.
<br />© 1/2" iron pipe, set in MCSR 26109, on northwesterly right of way of 5TH STREET.
<br />0 1/2" iron pipe in concrete, set in MCSR 26109, on northwesterly right of way of 5TH STREET.
<br />0 1/2" iron rod, origin unknown, MCSR 18094 calls for a 3/8" iron rod, monument is on the southwesterly line of the subject
<br />property, bears N48045'00"W 1.50' from the most southerly corner of the subject property.
<br />QF 3/4" iron pipe, 0.4' below surface, origin unknown, PARTITION PLAT 91-82 set an iron rod near this position, on northeasterly
<br />line of the subject property, bears N48045'00"W 0.25' from the most easterly corner of the subject property.
<br />© 5/8" iron rod with yellow plastic cap marked, "PACIFIC SURVEYS LS 2319", set in PARTITION PLAT 91-82, on northwesterly
<br />right of way of 5TH STREET, held as being 25.00' northeasterly of the most easterly corner of the subject property.
<br />0 5/8" iron rod with yellow plastic cap marked, "PACIFIC SURVEYS LS 2319", 0.4' below surface, set in PARTITION PLAT
<br />91-82.
<br />QI 5/8" iron rod with illegible yellow plastic cap, set in PARTITION PLAT 91-82, bears S48°45'00"E 0.20' from the northeasterly
<br />extension of the northwesterly line of the subject property.
<br />QJ 5/8" iron rod with yellow plastic cap marked, "WILHELM ENG. OR. LS 2413" in concrete, set in PARTITION PLAT 2002-78, on
<br />the northeasterly extension of the northwesterly line of the subject property.
<br />KQ 1-1/2" iron pipe, set in MCSR 1443 which calls for a 1-1/4" iron pipe, bears N52031'09"W 2.54' from a point on the
<br />northeasterly extension of the northwesterly line of the subject property (N52031'09"W 2.49') [4] that is S41°15'00"W 204.48'
<br />from monument "J" as shown hereon.
<br />Q5/8" smooth iron rod, origin unknown, bears S11 °57'10"E 0.94' from the most southerly corner of the suject property.
<br />0 5/8" iron rod with illegible yellow plastic cap, set in PARTITION PLAT 91-82, on southeasterly extension of the northeasterly
<br />line of the subject property, bears S48045'00"E 0.20' from the Initial Point.
<br />RS•
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<br />�: �0 [25.00'] [3] G
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<br />S /A// 77A PO/AT
<br />�S. F
<br />Op r+
<br />PARCEL 1 �. m 1\, &.
<br />7889 SQ. FT. `L �, \A.S� / %
<br />GQ' JK \ 6
<br />O O >, 0
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<br />Off` • �0��0 / � 0\10� �
<br />EXISTING FENCE CORNER IS J
<br />4.5' SOUTHWESTERLY OF LINE .� �� MOST NORTHERLY
<br />CORNER OF
<br />BLOCK 110 OF
<br />/C. HUBBARD'S ADDITION
<br />© � P� TO HUBBARD
<br />20.08' (20.00') [2] Q o
<br />� 0
<br />_BARKER
<br />© SURVEYING
<br />3657 KASHMIR WAY SE
<br />DEED REFERENCE: SALEM, OREGON 97317
<br />Q)(9 �'(��� [D1] REEL 4064, PAGE 331, MCDR PHONE 503 588-8800
<br />Cj FAX (503) 363-2469
<br />O � h�� EMAIL: INFO®BARKERWILSON.COM
<br />� SURVEY REFERENCES:
<br />o� [1 ] MCSR 18094 REGISTERED
<br />[2] MCSR SURVEYOR26109AL
<br />LANDFI
<br />[3] PARTITION PLAT NO. 91-82
<br />© (REEL 880, PAGE 367)
<br />[4] PARTITION PLAT NO. 2002-78
<br />/ (REEL 2028, PAGE 262) O R E G O N
<br />JULY 12, 2018
<br />T • &"C%A%1T 7 OOL,T
<br />EXPIRATION DATE: 12/31/2019
<br />
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