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NW 1/16TH COF
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A TRACT OF LAND IN THE SOUTHEAST ONE -QUARTER OF THE
NORTHWEST ONE -QUARTER OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST DESCHUTES COUNTY SURVEYOR;
OF THE WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON TILED Iz q zazo gy; Dis,kal l
PZ 19-0862 NOVEMBER 2020 �1 - 00"MUNIANOMMOMM
N89028'45"W 1301.70'(M)(R1)
I
ZNER
CN 1/16TH CORNER
I
AS FOUND IN (R1)
I
4T
BRE NTWOOD AVENUE
HELD FOR EAST LINE
AND RIGHT OF WAY
-
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NATION
DETERMINATION
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- - _
(RIGHT OF WAY DEDICATION PER 2014-11927)
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S89'28'45"E 497.98'
(R1) _
PUBLIC ACCESS EASEMENT
J / J
INITIAL
POINT
DETAIL'A'
DETAIL'B' DETAIL'C'
DETAIL'D'
'
(R2) _
PUBLIC UTILITY EASEMENT
PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT
PUBLIC UTILITY EASEMENT
30.00' 1 "-20'
1 11-20' 1 "-20'
1 "-20'
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SE NINA AVENUE
L14 L15
L22
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232 J
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233
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L20
L19
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241
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L_ J L25 to
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_J 242
L30
238
78093
SQ FT
SE NINA
AVENUE
L39
04
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L41
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230
(R3) _
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(R5) _
M
(R6) _
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S34'30'50"W
(D1) _
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23.42'
S89'46'55"E
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Q
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L4 L5 C2 �C�2
81.00' i
20.05'
_
(D2)
_
L-
S89'48'53"E
SEE DETAIL 35.30 ,. -,_ C8 C9 C��L12
239
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334.47'
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SQ FT
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SE NINA AVENUE
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26.95'
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1389 It-0 3 8 53 87.98
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SEE DETAIL'A'
M
89'48'53"E 357 98' 1
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U 3700
1
0
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49.98'
43.00' 43.00' 43.00'
r
43.00' 43.00' 43.00 50.00' 1
W
SQ FT
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0
, M
w
W
L10
0
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W
V S89'46'55"E
i Z
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N89'48'S3"W 357.98
SQ FT coo 'oN SQ FT coo FA SQ FT 00
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43.00' 43.00' 50.00' V)
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NE CORNER
STONE CREEK,
NW CORNER
PHASE 4
STONE CREEK,
PHASE 5
(R2)
I (R5) !
/�
LOT 189
S89'46'55"E
LOT 229
b�
N
60.00'
h
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LO
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LOT 131
SE CORNER
0
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00
LOT 206 GO
STONE CREEK,
N S89'46'55"E
ER
SW E CREEK,
STONZ EEK,
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
C1
25.00
12.50
12.37
N75051'37"E
28°39'00"
C2
55.00
60.46
57.46
N8605832"W
62058'43"
C3
55.00
35.36
34.75
N37004'12"W
36049'56"
C4
55.00
46.10
44.76
N5021'23"E
48001'14"
C5
25.00
6.91
6.89
S21 °26'53"W
15050'13"
C6
25.00
5.73
5.72
S6057'45"W
13008'04"
C7
55.00
141.91
105.69
N44032'57"W
147049'54"
C8
55.00
6.20
6.20
S64°45'54"UV
6027'35"
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
C9
55.00
21.60
21.46
N66044'06"W
22029'51"
C10
55.00
10.76
10.74
N49052'51"W
11012'37"
C11
60.00
11.74
11.72
N49052'51 "W
11 °12'37"
C12
60.00
23.56
23.41
N66044'06"W
22029'51"
C13
65.00
9.29
9.28
N19045'39'W
8011'22"
C14
65.00
52.88
51.43
N7°38'19"E
46036'34"
C15
65.00
17.76
17.70
N38046'11 "E
15039'08"
PHASE 4 XR2) 60.00' ( 5)� PHASE 5 "- '
R SCALE. 1 -40
BROSTERHOUS ROAD 40 F=====1
0 40
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
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W P �<- 80.00'PO
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0 W 242 0 0
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9.98,
30.0080.00'�
N89'46'55"W 140.00' oo00
00
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,
ROAD
RECOGNIZED CENTER 1/4 CORNER
AXLE, DOWN 2.0' PER (R3)
LEGEND
Set 5/8" Iron rod with cap marked "SCE&S"
Found 5/8" Iron rod with cap marked
"SCE&S" per the referenced survey
shown on this survey map, or as noted
Boundary Survey by Sun Country Engineering and
Surveying, Inc. (CS18596)
Plat of STONE CREEK, PHASE 4 by
Sun Country Engineering and Surveying, Inc. (CS20117)
Pre -Construction Survey by Sun Country Engineering and
Surveying, Inc. (CS19922)
Partition Plat 2000-36 by M. Tye (CS14138)
Plat of STONE CREEK, PHASE 5 by
Sun Country Engineering and Surveying, Inc. (CS20289)
Property Line Adjustment Survey by Sun Country
Engineering and Surveying, Inc. (CS13955)
Dedication Deed - Document No. 2014-11926
Dedication Deed - Document No. 2014-11927
Measured
Public Utility Easement
Easement Line Table
LINE
BEARING
LENGTH
L1
N0023'47"E
20.00'
L2
S89 28 45 E
8.00
L3
S22012'54"W
21.52'
L4
SOO11'07"W
5.72'
L5
S89048'53"E
19.62'
L6
N12000'58"E
5.00'
L7
N45043'27"E
5.00'
L8
N66008'40"E
10.00,
L9
N0023'43"E
8.16'
L10
S89046'55"E
10.34'
L11
S89046'55"E
10.47'
L12
N34030'50"E
5.00'
L13
SOO11'07'W
5.00'
L14
S89048'53"E
13.06'
L15
S89048'53"E
12.94'
L16
SOOI1'07'W
5.00'
L17
N89048'53"W
9.50'
L18
SOOI1'07'W
10.00,
L19
j S89048'53"E
3.50'
L20
N89048'53"W
3.50'
L21
SOO11'07'W
10.00,
L22
N89 Q48,53"W
9.50'
L23
S89 46 55 E
5.04
L24
S0011'07'W
9.50'
Easement Line Table
LINE
BEARING
LENGTH
L25
S89046'55"E
10.00,
L26
N0011'07"E
3.50'
L27
SOO11'07''W
3.50'
L28
S89 46 55 E
10.00,
L29
SOO11'07'W
9.50'
L30
S89046'55"E
5.10'
L31
S0023'43"W
13.00'
L32
SO°13'05"W
13.00'
L33
N89048'53"W
2.04'
L35
SO* 11'07'W
1.50'
L36
S89048'53"E
8.25'
L37
SOO11'07'W
1.50'
L38
S89048'53"E
8.25'
L39
S89048'53"E
10.00,
L40
N0023'47"E
5.00'
L41
S89048'53"E
10.00,
L42
N0023'47"E
5.00'
=FE
AL
YOR
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /21
W.O. # 7515b-3-5 PLATE ONE OF TWO
PM
5.00
L-77711"
co
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�$ 20390
A TRACT OF LAND
TOWNSHIP
SURVEYOR'S CERTIFICATE
STONE CREEK, PHASE 6
IN THE SOUTHEAST ONE —QUARTER OF THE NORTHWEST ONE —QUARTER
18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, CITY OF
DESCHUTES COUNTY, OREGON
PZ 19-0862 NOVEMBER 2020
I, DANIEL T. BURTON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN AND FOR
THE STATE OF OREGON, BEING FIRST DULY SWORN, DEPOSE AND SAY THAT I OR
THOSE UNDER MY DIRECT SUPERVISION HAVE CORRECTLY SURVEYED AND MARKED
WITH LEGAL MONUMENTS THE LAND REPRESENTED ON THIS SUBDIVISION PLAT MAP
AND THE FOLLOWING IS A TRUE AND CORRECT DESCRIPTION OF SAID LAND TO —WIT:
THAT TRACT OF LAND IN THE SOUTHEAST ONE —QUARTER OF THE NORTHWEST
ONE —QUARTER OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE
WILLAMETTE MERIDIAN, IN THE CITY OF BEND, DESCHUTES COUNTY OREGON,
DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, BEING A 5/8" IRON ROD WITH "SCE&S" CAP SET
ON THE SOUTH RIGHT OF WAY LINE OF BRENTWOOD AVENUE, CONVEYED FOR RIGHT
OF WAY PURPOSES IN DOCUMENT NO. 2014-11927, DESCHUTES COUNTY OFFICIAL
RECORDS, SAID INITIAL POINT BEARS S0023'43"W 80.00 FEET FROM THE
CENTER —NORTH ONE —SIXTEENTH CORNER OF SAID SECTION 9; THENCE ALONG THE
EAST LINE OF THE SOUTHEAST ONE —QUARTER OF THE NORTHWEST ONE —QUARTER
OF SAID SECTION 9, SO'23' 43"W 330.13 FEET TO A POINT; THENCE N 89'46'55"W
140.00 FEET TO A POINT; THENCE NO'23'43"E 28.41 FEET TO A POINT; THENCE
N89'48'53"W 357.98 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF
WHITETAIL STREET, CONVEYED FOR RIGHT OF WAY PURPOSES IN DOCUMENT NO.
2014-11926, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG SAID EAST
RIGHT OF WAY LINE, N0023'47"E 304.57 FEET TO A POINT ON THE SOUTH RIGHT
OF WAY LINE OF SAID BRENTWOOD AVENUE; THENCE S89'28'45"E ALONG SAID
SOUTH RIGHT OF WAY LINE, 497.98 FEET TO THE INITIAL POINT.
CONTAINING 154,923 SQUARE FEET (3.56 ACRES), MORE OR LESS.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /21
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO SUBDIVIDE THAT PARCEL DESCRIBED IN
THE "SURVEYORS CERTIFICATE". CONTROL FOR THIS SURVEY WAS BASED ON A
BOUNDARY SURVEY BY SUN COUNTRY ENGINEERING AND SURVEYING, INC.,
RECORDED AS CS18596, THE PLAT OF STONE CREEK, PHASES 4 & 5 BY SUN
COUNTRY ENGINEERING AND SURVEYING, INC., AND ALL OTHER REFERENCED
SURVEYS SHOWN ON THIS SURVEY PLAT, AND EXISTING MONUMENTS FOUND AND
SET IN THE FIELD DURING THE COURSE OF THOSE SURVEYS.
BASIS OF BEARINGS IS THE EAST LINE OF THE SUBJECT PROPERTY, BETWEEN
RECORD MONUMENTS FOUND ON THIS LINE PER CS18596, WITH THE BEARING FOR
THIS LINE TAKEN FROM CS18596.
THE NORTH BOUNDARY LINE WAS HELD AS THE SOUTH RIGHT—OF—WAY LINE OF
BRENTWOOD AVENUE, ESTABLISHED PER DEDICATION DEED — DOCUMENT NO.
2014-11927, FROM THE MONUMENTS FOUND AT THE CENTER ONE —QUARTER
CORNER AND NW 1 /16TH CORNER.
THE EAST RIGHT—OF—WAY LINE OF WHITETAIL STREET WAS HELD PER DEDICATION
DEED — DOCUMENT NO. 2014-11926, AND THE PLATS OF STONE CREEK, PHASES
4 & 5, FROM THE MONUMENTS FOUND ON SAID PLATS.
ALL MONUMENTS WERE HELD IN THEIR FOUND POSITION. MONUMENTS FOUND AND
SET DURING THE COURSE OF THIS SURVEY ARE AS SHOWN ON THE SUBJOINED
SURVEY PLAT.
OF SECTION 9,
BEND,
DECLARATION APPROVALS
KNOW ALL MEN BY THESE PRESENTS, THAT LANDS BEND CORP., AN
OREGON CORPORATION SUCCESSOR BY REASON OF CONVERSION FROM T 2020
LANDS BEND LLC, AN OREGON LIMITED LIABILITY COMPANY, AND LANDS D UTES COUNTY SURVEYOR
BEND CORP, OWNER, HAS CAUSED SAID LANDS TO BE SURVEYED AND
SUBDIVIDED INTO LOTS AND STREETS, IN ACCORDANCE WITH THE /Z
PROVISIONS OF O.R.S. CHAPTER 92, AND HEREBY DEDICATES TO THE , 2020
PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE PUBLIC STREET CITY O/F//BEND ENGINEER
RIGHT OF WAY AS SHOWN ON THIS PLAT; AND HEREBY DEDICATES THE
PUBLIC ACCESS EASEMENT AS SHOWN ON THIS PLAT; AND HEREBY 110/-., 12. Z 2020
DEDICATES THE PUBLIC UTILITY EASEMENT AS SHOWN ON THIS PLAT; AND y/1 aCITY OF BEN PANNING DIRECTOR
HEREBY SUBMITS FOR APPROV ND CORD THIS SUBDIVISION PLAT.
�wk&� 1; — ��
2020
f DESICHUTES COUNTY COMMISSIONER
GARY MILLER DATE
President NOTE: SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY
LANDS BEND CORP., an Oregon corporation successor by reason of THE CITY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC.
conversion from Lands Bend LLC, an Oregon limited liability company
and LANDS BEND CORP I CERTIFY TAXES ARE PAID AS OF THIS DATE
11 , 2020
DESCHUT COUNTY TR A RER & TAX COLLECTO
ACKNOWLEDGMENT
STATE OFF
# SS
COUNTY OFIC5 I
ON THIS O2 !� DAY OF A1ovrV`L1-'>e4 2020, BEFORE ME A NOTARY
PUBLIC IN AND FOR THE STATE OF OREGON, PERSONALLY APPEARED
GARY G. MILLER, PRESIDENT OF LANDS BEND CORP., AN OREGON
CORPORATION SUCCESSOR BY REASON OF CONVERSION FROM LANDS
BEND LLC, AN OREGON LIMITED LIABILITY COMPANY, AND PRESIDENT OF
LANDS BEND CORP, TO ME PERSONALLY KNOWN OR PROVED TO ME BY
SATISFACTORY EVIDENCE TO BE THE IDENTICAL PERSON HEREIN
DESCRIBED, WHO EXECUTED THE FOREGOING DECLARATION AND
ACKNOWLEDGED TO ME THAT HE DID SO FREELY AND VOLUNTARILY FOR
THE PURPOSE THEREIN NAMED. MA-e-C- rI_ � �7
(Printed Name)
Notary Public for the State of
(Signature) �
My Commission Expires
.(,Spell Out Month, 2 Digit Date, Complete Year)
Commission No. �16(� i `h�l
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL
ASSESSMENTS, FEES, AND OTHER CHARGES REQUIRED BY LAW TO BE
PLACED ON THE 2020-2021 TAX ROLLS WHICH BECAME A LIEN OR WILL
BECOME A LIEN ON THE PLAT DURING THIS TAX YEAR, BUT NOT YET
CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION, HAVE BEEN PAID
TO M E. oat - becan Stot La� 4 " 01r 2020
DESCHUTES' COUNTY ASSESSOR
THERE ARE NO WATER RIGHTS APPURTENANT TO THIS PLAT.
moons" Z
DESCHUTES COUNTY SURVEYOR
FILED /219 Zo zo BY., lea
W.O. # 7515b-3-5 PLATE TWO OF TWO
CS 20390