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104.94'
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SE 114, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN,
SPRINGFIELD, LANE COUNTY, OREGON
XX XXXXXX 2024
SHEET 1 OF 3
S0006'00"E 19.77'
(NO -00'50"E 19.77')R1
d
6.00'
RIGHT-OF-WAY
DEDICATION
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LINE TABLE
LINE #
BEARING
DISTANCE
LI
S19032'48"W
48.06'
L2
S0006'00"E
70.00'
L3
S0006'00"E
73.61'
L4
S41038'33"W
6.33'
L5
NI 1046'30"W
24.06'
L6
N0006'00"W
29.25'
L7
N0006'00"W
54.79'
L8
N39054'00"E
38.96'
CURVE TABLE
CURVE#
CHORD
RADIUS
LENGTH
DELTA
C1
S45°06'00"E 90.51'
(N44°51'10"W 90.51'
64.00
64.00
100.53
100.53
90000'00"
90°00'00")R
C2
S37055'28"E 60.66'
70.00
62.74
51°21'21"
C3
S76°51'04"E 32.09'
70.00
32.37
26°29'51"
C4
S6010'24"E 14.81'
70.00
14.84
12008'48"
C5
N53000'37"W 43.73'
70.00
44.48
36024'16"
C6
S23031'37"E 27.39'
70.00
26.72
27.56
25.86
22033'38"
C7
N39030'02"W 24.86'
55027'05"
C 15
S45006'00"E 63.64'
45.00
(45.00
70.69
70.69
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90°00'00")R
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CITY OF SPRINGFIELD PLANNING NUMBER: 811-23-000107-7YP2
INK: CANON PFI-707MBK MEDIA: PIXELLE RIJB24-36
R
W
LOT 17
40' 0 40' 80'
BASIS OF BEARINGS
OCRSEUGENE
RECORDED
DATE:
AUNTY CLER
i FOUND 518" REBAR, OR AS NOTED, PER REFERENCE NUMBER
d FOUND PK NAIL
O SET 518"X 30" REBAR WI OPC "EGR & ASSOC."
CALCULATED POINT
(} RECORD DATA PER REFERENCE NOTED, EQUALS
MEASURED UNLESS NOTED
LCODR LANE COUNTY OREGON DEED RECORDS
LCOPR LANE COUNTY OREGON PLAT RECORDS
LCSO LANE COUNTY SURVEYORS OFFICE
CSF COUNTY SURVEY FILE NO., LCSO
OPCIYPC ORANGE PLASTIC CAP I YELLOW PLASTIC CAP
OCRS OREGON COORDINATE REFERENCE SYSTEM
EUGENE ZONE, NAD83(2011), EPOCH 2010.0
REFERENCES:
R1 BEANEL ACRES, FILE 73, SLIDE 362
R2 VALLEY EAST, FILE 73, SLIDES 14-15
R3 CSF 37084, CHRISTENSEN, 2001
is1NN\Tv
D1 2022-029953, LCODR
D2 2022-012612, LCODR
/PROFESSI
LAND SUM
gGON
NUAf, Y 14, 2003
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CITY OF SPRINGFIELD PLANNING NUMBER: 811-23-000107-7YP2
INK: CANON PFI-707MBK MEDIA: PIXELLE RIJB24-36
R
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LOT 17
40' 0 40' 80'
BASIS OF BEARINGS
OCRSEUGENE
RECORDED
DATE:
AUNTY CLER
i FOUND 518" REBAR, OR AS NOTED, PER REFERENCE NUMBER
d FOUND PK NAIL
O SET 518"X 30" REBAR WI OPC "EGR & ASSOC."
CALCULATED POINT
(} RECORD DATA PER REFERENCE NOTED, EQUALS
MEASURED UNLESS NOTED
LCODR LANE COUNTY OREGON DEED RECORDS
LCOPR LANE COUNTY OREGON PLAT RECORDS
LCSO LANE COUNTY SURVEYORS OFFICE
CSF COUNTY SURVEY FILE NO., LCSO
OPCIYPC ORANGE PLASTIC CAP I YELLOW PLASTIC CAP
OCRS OREGON COORDINATE REFERENCE SYSTEM
EUGENE ZONE, NAD83(2011), EPOCH 2010.0
REFERENCES:
R1 BEANEL ACRES, FILE 73, SLIDE 362
R2 VALLEY EAST, FILE 73, SLIDES 14-15
R3 CSF 37084, CHRISTENSEN, 2001
is1NN\Tv
D1 2022-029953, LCODR
D2 2022-012612, LCODR
/PROFESSI
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gGON
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SE 114, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN,
SPRINGFIELD, LANE COUNTY, OREGON
XX XXXXXX 2024
SHEET 2 OF 3
I
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6.00' RIGHT OF WAY
DEDICATION
1
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PRIVATE 34.49 -FOOT WIDE I
STORMWATER EASEMENT
7.00'
PUE
--f - -E 3.50'
f
-----------
N24024'20" E 29.05'
LOT 1 1�
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25.00'
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CURVE TABLE
CURVE#
CHORD
RADIUS
LENGTH
DELTA
C8
S30022'19"E 26.93'
77.00
27.07
20008'33"
C9
S46032'09"E 16.35'
77.00
16.38
12011'07"
C 1 O
S56°21'06"E 10.00'
77.00
10.01
7026'48"
C11
561012'54"E 3.06'
77.00
3.06
2016'47"
C 12
S9054'51 "W 14.32'
362.62
14.32
2015'46"
C13
S3034'29"W 65.83"
362.62
65.92
10024'58"
C14
S5036'27"E 50.26'
362.62
50.30
7056153"
C16
S9°36'01 "W 6.42
352.62
6.42
1002138"
C17
S5034'32"W 43.09'
352.62
43.12
7°00'21"
C18
S0011'47W 23.09'
352.62
23.09
3045'09"
BEANEL ACRES
FILE 73, SLIDE 362
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°p 1
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6.50'
_ - o
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7.00'
1 PUE
1
I LOT 8
i ±11279 SQFT
1� 2.50'
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2.50' --1A
1
PRIVATE 5.00 -FOOT 1
WIDE STORM
DRAINAGE EASEMENT
_ J
-
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r J PUE
1 l
I LOT 7
1 ±12531 SQFT
1`
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3.50'
I'
l
3.50' �1
1
7.00' EASEMENT FOR
ELECTRIC DISTRIBUTION
INITIAL LINE PER 1997-052775
POINT
MAP 17-02-35-42 TL 00200, 00202, & 00300
CITY OF SPRINGFIELD PLANNING NUMBER: 811-23-000107-TYP2
INK: CANON PFI-707MBK MEDIA: PIXELLE RIJB24-36
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36.53'
S l l °50'34"E 8.50' -4
-
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12.85'
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PUE +18066 SQFT lII
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10.00'
PUE 1 12f
10 . 00
PUE
r- NO°06'00"W 7.15'
r J T N78°09'26"E 3.57'
yr
7.00'EASEMENT FOR
�xr _
ELECTRIC DISTRIBUTION rV
LINE PER 1997-052776 26~ 9C]EN�E� ,
I
STATE 111GIlyyAYJ
RECo11DF D
DATE:
AUNTY CLERK
EASEMENT LINE TABLE
LINE #
BEARING
DISTANCE
L9
S33005'45"W
11.87'
LIO
S39054'00"W
7.18'
Lit
S39054'00"W
13.60'
L16
511037' 11 "E
33.79'
L17
N11°37'11"W
29.41'
io-T!!!i\I0
• FOUND 518" REBAR, OR AS NOTED, PER REFERENCE NUMBER
D FOUND PK NAIL
0 SET 518"X 30" REBAR WI OPC "EGR & ASSOC."
❑ CALCULATED POINT
(� RECORD DATA PER REFERENCE NOTED, EQUALS
MEASURED UNLESS NOTED
LCODR LANE COUNTY OREGON DEED RECORDS
LCOPR LANE COUNTY OREGON PLAT RECORDS
LCSO LANE COUNTY SURVEYORS OFFICE
CSF COUNTY SURVEY FILE NO,, LCSO
OPCIYPC ORANGE PLASTIC CAP I YELLOW PLASTIC CAP
OCRS OREGON COORDINATE REFERENCE SYSTEM
EUGENE ZONE, NAD83(2011), EPOCH 2010.0
REFERENCES:
R1 BEANEL ACRES, FILE 73, SLIDE 362
R2 VALLEY EAST, FILE 73, SLIDES 14-15
R3 CSF 37084, CHRISTENSEN, 2001
DEEDS:
D1
D2
2022.029953, LCODR
2022.012612, LCODR
/PROFESSI9�4AL�
LAND SUR OR
f?GON
A i�Y 14, 2003
�. ERICK
BENE 1X25
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SE 1/4, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN,
SPRINGFIELD, LANE COUNTY, OREGON
XX XXXXXX 2024
SHEET 3 OF 3
OWNERS DECLARATION: SURVEYOR'S CERTIFICATE:
KNOW ALL PERSONS BY THESE PRESENTS THAT OXWOOD PROPERTIES A STREET, LLC IS THE OWNER OF THE
PROPERTY DESCRIBED HEREON AND DO HEREBY LAYOUT AND PARTITION THE SAME AS SHOWN ON THIS PLAT
IN ACCORDANCE WITH OREGON REVISED STATUTES CHAPTER 92, AND DO DEDICATE TO THE PUBLIC FOR ROAD
PURPOSES A 6.00 -FOOT STRIP OF LAND AS SHOWN HEREON; AND DO HEREBY CREATE THE (1) PUBLIC UTILITY
EASEMENTS ON LOTS 1-9 AS SHOWN HEREON; (2) PRIVATE 34.49 -FOOT WIDE STORMWATER EASEMENT ON LOT 1
BY SEPARATE DOCUMENT AND SHOWN HEREON; (3) PRIVATE 5.00 -FOOT STORM DRAINAGE EASEMENT ON
LOTS 8 AND 9 BY SEPARATE DOCUMENT AND SHOWN HEREON; AND DO ACKNOWLEDGE THE EXISTING
EASEMENTS SHOWN HEREON, AND DO ACKNOWLEDGE THE NOTICE OF DEVELOPMENT REQUIREMENT BY
SEPARATE DOCUMENT AND NOTED HEREON.
OXWOOD PROPERTIES A STREET, LLC
AN OREGON LIMITED LIABILITY COMPANY
BY: KYLE BRESSLER AS MEMBER
OF OXWOOD PROPERTIES A STREET, LLC
STATE OF OREGON
COUNTY OF LANE ) ss
ON THIS DAY OF , 2024, PERSONALLY APPEARED KYLE BRESSLER AS MEMBER
OF OXWOOD PROPERTIES A STREET, LLC, AND ACKNOWLEDGED THE FOREGOING INSTRUMENT TO BE A
VOLUNTARY ACT AND DEED.
WITNESS BY ME THIS DAY AND YEAR LAST ABOVE WRITTEN.
NOTARY PUBLIC FOR OREGON (SIGNATURE)
NOTARY PRINTED NAME
COMMISSION EXPIRES:
(WRITE OUT IN FULL)
COMMISSION NUMBER:
APPROVALS AND ACCEPTANCES:
CITY OF SPRINGFIELD PLANNING DIRECTOR
CITY OF SPRINGFIELD SURVEYOR
LANE COUNTY ASSESSOR
DATE
DATE
DATE
LANE COUNTY BOARD OF COMMISSIONERS DATE
NOTES:
RECORDED
DATE:
COUNTY CLERK
BY:
I, RYAN M. ERICKSON, A REGISTERED LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND
MARKED WITH PROPER MONUMENTS THE FOLLOWING DESCRIBED PROPERTY:
THOSE PROPERTIES DESCRIBED IN WARRANTY DEED - STATUTORY FORM RECORDED MARCH 18, 2022 AS DOCUMENT NUMBER 2022-012612, LANE COUNTY
OREGON DEED RECORDS, AND WARRANTY DEED - STATUTORY FORM RECORDED JULY 6, 2022 AS DOCUMENT NUMBER 2022-029953, LANE COUNTY OREGON
DEED RECORDS, BEING MORE PARTICULAR DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, A 5/8" REBAR WITH ORANGE PLASTIC CAP STAMPED "EGR & ASSOC." ON THE NORTHERLY 40.00 -FOOT RIGHT OF WAY
LINE FOR MCKENZIE HIGHWAY; THENCE ALONG THE EAST LINE OF VALLEY EAST, LANE COUNTY OREGON PLAT RECORDS(OR ITS SOUTHERLY EXTENSION)
NORTH 0006'00" WEST 401.17 FEET TO A 5/8" REBAR WITH ORANGE PLASTIC CAP STAMPED "EGR & ASSOC." MARKING THE SOUTHWEST CORNER OF LOT 29 OF
BEANAL ACRES, LANE COUNTY OREGON PLAT RECORDS; THENCE ALONG THE BOUNDARY (OR ITS EXTENSION THEREOF) OF SAID BEANAL ACRES THE
FOLLOWING SEVEN COURSES: (1) NORTH 89°47'05" EAST 110.94 FEET, (2) SOUTH 000600" EAST 19.77 FEET; (3) THROUGH A 64.00 -FOOT RADIUS CURVE TO THE
LEFT A DISTANCE OF 100.53 FEET (CHORD OF SOUTH 45°60'00" EAST 90.51 FEET) TO A 5/8" REBAR, (4) NORTH 89°54'00" EAST 25.34 FEET, (5) SOUTH 000600" EAST
126.00 FEET TO A 5/8" REBAR WITH ORANGE PLASTIC CAP STAMPED "EGR & ASSOC.", (6) NORTH 78°09'26" EAST 194.00 FEET TO A 5/8" REBAR WITH ORANGE
PLASTIC CAP STAMPED "EGR & ASSOC.", (7) SOUTH 0°14'31" WEST 149.92 FEET TO THE 40.00 -FOOT NORTHERLY RIGHT OF WAY LINE OF SAID MCKENZIE
HIGHWAY, BEING MARKED BY A 5/8" REBAR WITH ORANGE PLASTIC CAP STAMPED "EGR & ASSOC."; THENCE ALONG SAID NORTH RIGHT OF WAY LINE
SOUTH 78009'26" WEST 398.95 FEET TO THE POINT OF BEGINNING.
NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THOSE PROPERTIES DESCRIBED IN WARRANTY DEED - STATUTORY FORM RECORDED MARCH 18, 2022 AS
DOCUMENT NUMBER 2022-012612, LANE COUNTY OREGON DEED RECORDS, AND WARRANTY DEED - STATUTORY FORM RECORDED JULY 6, 2022 AS
DOCUMENT NUMBER 2022-029953, LANE COUNTY OREGON DEED RECORDS.
THE SOUTH LINE OF THE PROPERTY, BEING THE NORTH 40.00 -FOOT RIGHT OF WAY LINE OF MCKENZIE HIGHWAY WAS ESTABLISHED 15.00 FEET OFFSET
SOUTHERLY FROM THE FOUND MONUMENTS MARKING THE SOUTHEAST CORNER OF VALLEY EAST, A 1/2" REBAR, AND THE SOUTHWEST CORNER OF LOT 17
OF BEANEL ACRES, A 5/8" REBAR, BOTH OF WHICH WERE SET AT A RECORD 55.00 -FOOT CENTERLINE OFFSET.
THE WEST LINE OF THE PROPERTY WAS HELD TO THE EAST LINE OF VALLEY EAST, OR ITS EXTENSION SOUTHERLY, PER THE FOUND 1/2" REBAR AT VALLEY
EAST'S SOUTHEAST CORNER, AND THE FOUND PK NAIL IN THE CENTERLINE OF "B" STREET.
THE NORTHWEST CORNER OF THE PROPERTY, BEING COMMON WITH THE SOUTHWEST CORNER OF LOT 29 OF BEANEL ACRES, WAS ESTABLISHED RECORD
DISTANCE FROM THE CENTERLINE PK NAIL NOTED ABOVE, PER BEANEL ACRES.
TO ESTABLISH THE NORTH LINE, THE CENTERLINE CURVES AND RIGHT OF WAY OFFSETS FOR "A" STREET WERE CALCULATED HOLDING BEANEL ACRES
PLAT DIMENSIONS SO THE NORTH -SOUTH CENTERLINE OF "A" STREET IS PARALLEL WITH THE WEST LINE OF THE PROPERTY, AND IN RELATION TO THE
FOUND 5/8" REBAR MARKING THE EAST TANGENT POINT OF CURVE #1 AND THE FOUND PK NAIL AT THE INTERSECTION OF "A" STREET AND "B" STREET.
THE EAST LINE ADJACENT LOTS 4 AND 5 WAS ESTABLISHED PARALLEL WITH THE WEST LINE OF THE PROPERTY, HOLDING PLAT RECORD DISTANCE.
THE EASTERLY NORTH LINE WAS HELD PARALLEL WITH THE SOUTH LINE OF THE PROPERTY, HOLDING PLAT AND DEED RECORD DISTANCE.
THE EAST MOST LINE WAS HELD BETWEEN THE FOUND 5/8" REBAR AT THE SOUTHWEST CORNER OF LOT 17 OF BEANEL ACRES, AND THE END OF THE
EASTERLY NORTH LINE DESCRIBED ABOVE, EXTENDED SOUTHERLY TO CLOSE ONTO THE SOUTH LINE OF THE PROPERTY.
THE LOT LINES WERE SET AT THE DIRECTION OF THE OWNER AND IN CONFORMANCE WITH CITY OF SPRINGFIELD PLANNING NUMBER 811-23-000107-TYP2
AROFESS
PRIVATE VARIABLE WIDTH JOINT ACCESS AND UTILITY EASEMENT PER INSTRUMENT NUMBER 20_- , LCODR I /LAND SUR'
2. PRIVATE 34.49 -FOOT WIDE STORMWATER EASEMENT PER INSTRUMENT NUMBER 20 - , LCODR
3. PRIVATE 5.00 -FOOT WIDE STORM DRAINAGE EASEMENT PER INSTRUMENT NUMBER 20 - , LCODR GON
AY 14,
4. NOTICE OF DEVELOPMENT REQUIREMENT PER INSTRUMENT NUMBER 20_- , LCODR ERICI
MAP 17-02-35-42 TL 00200, 00202, & 00300 REN
CITY OF SPRINGFIELD PLANNING NUMBER: 811-23-000107-TYP2
INK: CANON PFI-707MBK MEDIA: PIXELLE RIJB24-36
25