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PARTITION PLAT NO. 2- 0 Ll
<br />for Dennis G. Jenkins and Mary E. Jenkins
<br />Replat of Parcel 2, Partition Plat No. 2001-043 & unplatted land
<br />In the NW 1/4 of Section 13, T 9 S, R I E, W.M.
<br />Marion County, Oregon
<br /><7> UP 0.2'
<br />SECTION CORNER September 29, 2021
<br />Sheet I of 2
<br />/ 1 (N89047'50"W 91.97') {4}
<br />N42040'17"E 10.81' S89047'33"E 104.47
<br />N69020'28"E 31.38 _
<br />�–
<br />o - 73.00'- �� MAP RECORD REFERENCES
<br />Ui N83032'10"E 7'33" E <8>
<br />In S89°4€I}: Survey for P. D. Morris, MCSR 596
<br />35.31' �`���'ti1 31.47' €2}: Restored Corner f or Oregon State Board of Forestry, MCSR 4026
<br />s88007'59"E � €3}: Survey for F. G. Rogers, MCSR 12052
<br />0 _ 103.26' _ - -
<br />APPROX. THREAD ..� y g
<br />OF STOUT CREEK o o €4}: Partition Plat No. 90-57, for Margaret & Ted Ridenour
<br />N59052'40"E 37.88' M
<br />3 5.9 6 €5}: Partition Plat No. 2001-43 for Donald &Thelma Jenkins
<br />r7
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<br />PARCEL 3, PP* 90-057 PARCEL I, PP* 90-057
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<br />(S89056'06"W 270.96') {5} <10> <11> 0.3' DOWN
<br />N89056'08"E 271.01' - - N89055'16"E 409.92' (S89053'42"W 409.98') {5}
<br />U <9) 0.2' DOWN 363.15 - '
<br />0 46.77')
<br />0
<br />1" - 100'
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<br />Ln 0
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<br />= N '� Parcel 2 Parcel I N
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<br />to 0 cO 9.43 acres o 2.87 acres W
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<br />20' ACCESS & <2> 0.4' DOWN <1> 0.5' DOWN
<br />UTILITY EASEMENT SEE DETAIL _ _ INITIAL POINT
<br />REEL 1713, PG. 761, MCDR
<br />:� – 346.12'
<br />SE 3 46'11"E 379.76} I5} LS83049'28"W 18.87'
<br />MAPLE W AY _ _ : < (NB3046'11"E
<br />20' _ 583°46'11W 379.90 BEARINGS (N83045'49"E 18.87') {5}
<br />(350.00') {5} ! BASIS OF
<br />- —
<br /><4> 0.3' DOWN 1 �� S83048;23"W 707.12' <3> 0.3' DOWN -- -
<br />201.04'– N83°48'23"E 941.94
<br />— SANTIAM HWY- -- -
<br />2-(:D 2 ?L- - 100-7
<br />NARRATIVE
<br />The purpose of this survey is to adjust the lines of properties
<br />described in deeds recorded in Reel 3208, Page 9, and Reel 3343,
<br />Page 354, Deed Records for Marion County as approved by the
<br />Planning Director for said county.
<br />(Property Line Adjustment Case No. 21-037)
<br />Bearings are based on monuments <2> and <3>. The base bearing is
<br />from Partition Plat No. 2001-043.
<br />The west line of Section 13 is defined by <6> and <7> for the
<br />purpose of this survey. The southwest corner of Parcel 2 of this
<br />partition was set at the intersection of the the said section line with
<br />the northerly line of North Santiam Highway, as defined by <3> and W.
<br />The thread of Stout Creek was measured near the northwest corner
<br />of said Parcel 2 and <8>. Satellite imagery was matched and scaled to
<br />visible features and the said measured positions for an approximate
<br />location of the thread. The northwest corner of said Parcel 2 is the
<br />intersection of the said section line with the said thread. The most
<br />northerly line of said Parcel 2 is defined by <8> and monument set at
<br />a point 73.00 feet easterly and tangent with the boundary projected
<br />northerly from <9>. All other boundaries of the subject property are
<br />marked by monuments of record.
<br />Utility easements recorded in Reel 69, Pg. 1674, Reel 162, Pg. 1203,
<br />Reel 163, Pg. 1775, Reel 926, Pg. 371 and Reel 926, Pg. 372 as listed in
<br />the title report for this plat do not apply to the said subject property,
<br />MONUMENT TABLE
<br /><1> <11> : 5/8" rebar & YPC stamped "GORMAN RPLS 2281" €51
<br /><2> : 3/4" rebar, 4" x4" post rotted off & found lying nearby,
<br />denoted as "S.H.R.W. 363+80" in MCSR 25441
<br /><3> : 3/4" rebar, denoted as "S.H.R.W. 360+00" in MCSR 14296
<br /><4> : 3/4" rebar, denoted as "PT 350+94.19" in MCSR 30864
<br /><5> : 3/4" pipe, no record of origin, found in MCSR 22986, 1.02 feet
<br />N64°18'51"E from monument set
<br /><6> : I" pipe, no cap, no record of origin, denoted as "1/4 COR." in €31
<br /><7> : 3" dia. bronze cap on 1.5" pipe €2}, see Detail B
<br /><8> <9> <10> : 5/8" rebar & YPC stamped "R. P. GORMAN LSO 1196" €4}
<br />_NORTH
<br /><5) -
<br />60'-------------
<br />- -
<br />LEGEND
<br />r\
<br />o• : Monument found in good condition at surface,
<br />unless otherwise noted
<br />0 : 5/8"x30" rebar with YPC stamped "GORMAN RPLS 2281"
<br />set at surface, unless otherwise noted
<br />() Dimension of record
<br />1 [ ] : Dimension calculated from record
<br />€ } : Map record reference
<br /><6) UP 0.2' < > : Monument Table reference
<br />1/4 CORNER MCDR Marion County Deed Records
<br />MCSR Marion County Surveyor's Reference No.
<br />YPC Yellow Plastic Cap
<br />47.01'
<br />N83146 -43"E — •
<br />CID 11
<br />t
<br />T9S RIE
<br />Z S+4�
<br />2
<br />(Or S3
<br />1961
<br />RS 3 95
<br />Detail B
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />l JUL T 10, I` O/
<br />JOHN P. GORMi
<br />2281
<br />RENEWS: 7/01/2023
<br />GORMAN LAND SURVEYING
<br />353 SW Division Street
<br />Sublimity, Oregon 97385
<br />503-769-2567
<br />N
<br />EASTERLY TERMINUS OF
<br />w
<br />I o
<br />REEL 1713, PG. 761, MCDR
<br />N
<br />PRIVATE ACCESS AND
<br />0
<br />W
<br />PUBLIC UTILITY EASEMENT
<br />0
<br />o U
<br />0
<br />Z
<br />I
<br />S83° 3,. ,
<br />48 2 W 13.44 , ,11.. 33.78'
<br />W
<br />S83°46
<br /><3> 0.3' DOWN
<br />DETAIL A
<br />------------------------------------------------------------------------------------------------------------------------
<br />1" = 10'
<br />CID 11
<br />t
<br />T9S RIE
<br />Z S+4�
<br />2
<br />(Or S3
<br />1961
<br />RS 3 95
<br />Detail B
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />l JUL T 10, I` O/
<br />JOHN P. GORMi
<br />2281
<br />RENEWS: 7/01/2023
<br />GORMAN LAND SURVEYING
<br />353 SW Division Street
<br />Sublimity, Oregon 97385
<br />503-769-2567
<br />
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