HomeMy WebLinkAboutSurvey 20628PUE DETAIL 2)
SCALE: 1' =10'
SE BYRON' AVENUE
EL8 EL9
EL7 - - 4__'-EL10
EL12 L11
PUE DETAIL (�
SCALE: 1' =10'
EL2 EL3
EL1 �-�-EL4
EL6 EL5
SE BYRON AVENUE
4"
s��e oe County Official
Records202156563
STONE CREEK, PHASE 7 � IIIIIIIIIIIIII,IIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIII
A TRACT OF LAND IN THE SOUTHWEST ONE -QUARTER OF SECTION 4 AND THE zs ioaao:1os:z1vM
NORTHWEST ONE -QUARTER OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST $900510°$a,°°"°°°"ro°° �,°'°°
OF THE WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
Easement Line Table PZ 19-0862 SEPTEMBER 2021
i SHEET INDEX
1. LOTS 243-267, PART OF LOT 268, LINE TABLE
2. PART OF LOT 268, CURVE TABLE
3. EASEMENT DETAILS
! 4. SURVEYOR'S CERTIFICATE, SURVEYOR'S
NARRATIVE, DECLARATION, ACKNOWLEDGEMENT,
APPROVAL SIGNATURES, EASEMENT NOTES
OF,FGON t RR I G AT I ON
STR/ NOTE:
�� CUMULATIVE ROUNDING OF DISTANCES HAS CAUSED MINOR IMMEASURABLE
'9AIA . VARIATIONS BETWEEN OVERALL BOUNDARY DIMENSIONS AND LOT DIMENSIONS.
L=185.60'(M)(R3) C3
\ C2g (R3) S77 53'30"E 16.47' / C 1 6 (M)(R3) C2 (R3 )
r(R3) (R3) L=123.13' M R3
4 S6 .
268 ,hp/� / RELOCATED r`34 73. SCALE.- 1 "=4�'
168048 ^ / PEDESTRIAN/BICYCLE ACCESS ��
SQ FTC /off EASEMENT
^� DOCUMENT NO.2021-48843 (R3) 40
/o PRIVATE STORM SEWER
20.00' SANITARY SEWER EASEMENT4 co EASEMENT # 3 PUBLIC ACCESS EASEMENT
TO CITY OF BEND -SEE SHEET 3/ i SEE SHEETS DOCUMENT N0. 2021-45646 -9S.
X I i
'
PRIVATE I I I EL2s _ _
PRIVATE
_ _
STORM SEWER EL2 I I I N I I I STORM SEWER EL30
EASEMENT # 2 cv I
I I I I cO I J 12.00 20.00 PUBLIC ACCESS EASEMENT EASEMENT # 4
EL22 c� � I SEE SHEET 3
SEE SHEET 3 I ( I r I �w _ I w i DOCUMENT NO. 2021-45646 - w
EL38 - --� EL24
'' EAST 855.15'
EL37-EAST 494.25'
-EL21F 44.245.00' 45.0045.00' 45.0' 45.00' 45.00' 45.00' 45.00' 45.00 45E.L020_'
EL203_
��41 WEST 857.34'
E- i I
EL40- 0 I 0 8.00' *0
0
0'' �_ a I 000 000
ORtIO� 3 N OR i M l 267 0 0 266 0 0 265 0 0 264 0 0 263 o a 262 0 0 261 0 0 260 0 0 259 0 0 258 0 0 257
gC-CA �A� ' o j 3570 3600 3600 3600 0 3600 3600 0 3600 0 3600 0 3600 0 3600 0 3600
a w I( 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 a 0 0 0
p A Ul W W U) (n p z ;� SQ FT 0o o SQ FT 00 o SQ FT 00 o SQ FT 00 o SQ FT 00 o SQ FT 00 o SQ FT 00 o SQ FT o0 0 SQ FT 00 o SQ FT 00 0 SQ FT o
TIT 1014 4 I 0 0 0 0 0 0 0 0 0 0
(V (n V) (III En 0
PAID `�01�� M I o
z I ' oo z `U) 0
EAST 18.62' I N
0
! /20 0' I ! ! 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' ! N
i 40.00' ® ® EAST 584.81 '
LINE
BEARING
LENGTH
EL1
N0000'00"E
1.50'
EL2
S90000'00"E
2.50'
EL3
S90000'OO"E
2.50'
EL4
SO°OO'00"W
1.50'
EL5
N90000'OO"W
2.50'
EL6
N90000'OQ"W
2.50'
EL7
S0000100"W
1.50'
EL8
N90000'QO"W
2.59
EL9
N90000'OO"W
2.50'
EL10
N0000'00"E
1.50,
EL11
S90000'00"E
5.00'
EL12
S90°OQ'OO"E
5.00'
0
0
MANHOLE
AT (� INTERSECTION
SE BYRON "ENUE
SET REF.
MON. EAST 5.00'
WEST 5$9.03'
-
z
W
W
! U
®
®
®
EAST 529.03'
i
N
W
i
52.27' 47.00'
47.00'
47.00'
47.00'
47.00'
47.00'
WEST 8.06'
W
Z
0
Z
Q
o
co
w 0
J
W
W
M
0
243 0 0 244
0 0
245
0 0
246
0 0
247
0 0 248
W
1.
0 0
249
W
0 0
r
o!
0
4212 0 0 3760
0 0
3760
0 0
3760
0 0
3760
0 0 3760
0 0
3760
0 0
(R2)-DISTURBED BY
M
z W
M 0
SQ FT o 0 SQ FT
o 00
SQ FT
o 0
SQ FT
o 0
SQ FT
o 0 SQ FT
o 00
SQ FT
o 000
CONSTRUCTION -RESET
0
,o
z
z
z
z
z
z
z
Z 30.00 30.00 (n
1 (M)(R2) ! (M)(R2) !
(R2)-DISTURBED BY (R2) 53.02'(M)
CONSTRUCTION -SET
AT TRUE POSITION 60.00' (R2) 53.00'(R2) 47.00'(M)(R2) * 47.00'(M)(R2) 47.00'(M)(R2) 47.00'(M)(R2) 47.00'(M)(R2) 47.00'(M)(R2)
N89'27'44"W w N - (R2) (R2) (R2) (R2) (R2) (R2) (R2)
(M)(R2) 0 WEST 529.02'(M)(R2)
W Z W Z M BASIS OF BEARINGS (R2)
�' � � J Z � STONE CREEK, PHASE 3
122 r 121 120 119 118 117 116 115
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
�1Q
(R3)
0 = SET 5/8" IRON ROD WITH CAP MARKED "SCE&S"
= SET 5/8" IRON ROD WITH CAP MARKED "SCE&S" ON PROPERTY LINE
BETWEEN LOTS, 5.00' FROM ACTUAL POSITION, DUE TO UTILITIES
*0 = EXISTING MONUMENT DESTROYED BY FENCE CONSTRUCTION
-RESET 5/8" IRON ROD WITH CAP MARKED "SCE&S" ON
PROPERTY LINE BETWEEN LOTS, 1.00' FROM ACTUAL POSITION.
• = FOUND 5/8" IRON ROD WITH CAP MARKED "SCE&S" PER THE
REFERENCED SURVEY SHOWN ON THIS SURVEY MAP, OR AS NOTED
(R1) = BOUNDARY SURVEY BY SUN COUNTRY ENGINEERING AND SURVEYING,
INC.(CS18596)
(R2) = PLAT OF STONE CREEK, PHASE 3 BY SUN COUNTRY ENGINEERING
AND SURVEYING, INC. (CS200024)
(R3) = PARTITION PLAT 2014-4 BY SUN COUNTRY ENGINEERING AND
SURVEYING, INC. (CS18656)
(M) = MEASURED REGISTERED
PROFESSIONAL
PUE= PUBLIC UTILITY EASEMENT LAND SURVEYOR
/ f
OREGON
JANUARY 15, 1987
o DANIEL T. BURTON
C5 2248
W s 6 �6. SRC. RENEWS 12/31 /21
SQ FT 015'-
o
0 11.19' PUE
C12 �EL13 2� S
�L=6767164
PUE
X �S
17
W t�
V JI
! J J
47.00' 47.00' 47.00' 53.75' 1 �.•
L15 255
CN
Ui C15
0 8736
0 rn .� SQ FT
n a' N
w W w w
W
250 0 0 251 0 0 252 0 0 253 0- N a,
3760 0 0 3760 0 0 3760 0 0 4270 o t° !
�, W
SQ FT o 0 SQ FT o 000 SQ FT a 0 SQ FT CO N z CO M 95.00'
z z z 0 0
47.00'(M)(R2)
(R2)
114
47.00'(M)(R2)
(R2)
113
1 EAST 41.09'
z 30.UU 30.00'
(R2) ! (M)(R2) (M)(R2)to
.37
47.00'(M)(R2)53.00' M R2 , (60.00' (R2) / N
N N89'27'44"W o
(R2) 02) 3 Ix,(M)(R2) cn
�" ! t
r W N
N 0 A �
o � N U
(R2)
_
LU a
(n r Q rN M
112
111
J O
a.
z r
M
WEST
254
4277
SQ FT
S R 72
A F
T17S R13E
S4
1 /4 - tD
S9 0
1975
ti
2-1/2- BRASS CAP
NORTH 1 /4 CORNER
(R3)
� OF SECTION 9 (R 1)
l SET IN CS03649
'0cow
04
M
M
Sri
M
W
3 LO
o
to N
V1
N z
0J
(R2)
WEST 95.09'(M)(R2)
INITIAL'
POINT
110
W.O._ # 7515b-3-7
DESCHUTES COUNTY SURVEYOR
gL.ED s" z�wmmmnw BY:
PLATE ONE OF FOUR
X
CS
Cm
N
00
CS tosz8
STONE CREEK, PHASE 7
A TRACT OF LAND IN THE SOUTHWEST ONE -QUARTER OF SECTION 4 AND THE
NORTHWEST ONE -QUARTER OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST
OF THE WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
PZ 19-0862 SEPTEMBER 2021
LEGEND
0 = 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
(R1) = BOUNDARY SURVEY BY SUN COUNTRY ENGINEERING AND SURVEYING, INC.
(CS18596)
(R2) = PLAT OF STONE CREEK, PHASE 3 BY SUN COUNTRY ENGINEERING AND
SURVEYING, INC. (CS20024)
(R3) =
(M) =
PUE=
(R3)
(R3) C14$�
S2
\ S6 0
PARTITION PLAT 2014-4 BY SUN COUNTRY ENGINEERING AND � o
SURVEYING, INC. (CS18656) a, , 00
MEASURED REGISTERED // �►
PROFESSIONAL � �/ "� s ''�j
PUBLIC UTILITY EASEMENT LAND SURVEYOR
N '' /' times
� � Os
OREGON w s �� �•9 , �
6 9
JANUARY 15, 1987 o I • AQ, � ,�
D AN I EL T. BU RTON 2248 10.00' EASEMENT PER o I � �Jr'f',,� '�
DOCUMENT NO. o I \ J �0
RENEWS 12/31 /21 2017-08561 TO ARNOLD Z I 'Q
IRRIGATION DISTRICT
S89'59'47"E 220.96' (M)(R3) IT
144.22' w 76.74' ' (R3)I
co
o � w �__ EL16 1 w \
Z � .. (R3)
.. N89'27'43"W 80.00' ,. � �
� EL32 PRIVATE STORM SEWER � �
EASEMENT # 1
SEE SHEET 3
p Og�'Vols
ov IN,
L 3
ip \
�g�1�10 lv
, 4
p '40
Curve Table
C:iirve Rariiim Length Chnrri Bearina npitn
C1
500.00
249.57
246.98
S63035'33"E
28035'54"
C2
200.00
123.13
121.20
N84028'15'E
35016'28"
C3
210.00
185.60
179.62
S87050'49"E
50038'17"
C4
250.00
84.95
84.54
S52047'36"E
19028'08"
C5
55.00
64.40
60.78
N9031'01"W
67005'02"
C6
55.00
67.61
63.43
N78016'23W
70025'4(Y"
C11
55.00
132.01
102.52
N44043'52W
137030'42"
C12
62.00
31.74
31.39
S72023'25"W
29019'52"
C13
63.00
11.66
11.64
N48021'34"W
10036'03"
C14
63.00
55.93
54.11
N17037'35W
50051'55"
C15
55.00
14.47
14.43
N16"29'15"E
15004'29"
C16
500.00
28.30
28.30
S76016-13"E
3014'35"
;M)(R3) r
M
;M)(R3) N
;M)(R3) r
;M)(R3) N
M
0
Z
I
EAST 855.15'
WEST 857.34'
20' PEDESTRIAN/BICYCLE ACCESS
EASEMENT DOCUMENT NO. 2014-04314 \ M R3 Cl
/
/
/
Easement Line Table
LINE
BEARING
LENGTH
EL1
NOOOO'O0"E
1.50'
EL2
S90000'QO"E
2.59
EL3
S90000'00"E
2.59
EL4
S0000'00"W
1.50'
EL5
N90000'OO"W
2.50'
EL6
N90000'00"W
2.50'
EL7
S0000'00W
1.50'
EL8
N90000'0O"W
2.50'
EL9
N90'00'0(YW
2.59
EL10
N0000'00"E
1.50'
EL11
S90000'00"E
5.00'
EL12
S90000'00"E
5.09
l SCALE.' 1 "= 40'
0 40
(R3)
C29 S77'5330"E 16.47'
� C 1 g (M)(R3) 2
C
/ (R3) L=123.1S M R3
268
�/ / RELOCATED
168048 ^ / PEDESTRIAN/BICYCLE ACCESS
SQ IFTp ! 41� EASEMENT
DOCUMENT NO. 2021-48843
!Q) PRIVATE STORM SEWER
20.00' SANITARY SEWER EASEMENTf, �� EASEMENT # 3
TO CITY OF BEND -SEE SHEET 3/ -� ' SEE SHEET 3
PRIVATE EL26 _ _
20.00' PUBLIC ACCESS EASEMENT STORM SEWER EL23 °0 I I I �n I [r,-_
DOCUMENT NO. 2021-45646 EASEMENT E# 2 EL22 N I I I co I I w IN 12.00' 20.00' PUBLIC ACCESS EASEMENT
SEE SHEET 3 I I I _ I w DOCUMENT NO. 2021-45646
EL-3-8 - - -- ' r EL24
WEST 345.02' EL37
EL2144.25' _ 7
- - _ 45.00' 45.00' 45.00'
EL20-�T 20100'
EL39 ��� _ }
EL40 I 08. 00'
w o o
pF (o_ o N I 00
g �0 c3 N o0 I n 267 � 0 266 0 0 265 0 0 264 0
V) `�' 3570 0 0 3fi0Q 0 0 3fiQ0 0 0 3600 0
p z 1 .7SQ FT o SQ FT 00 o SQ FT oa o SQ FT co
o I l 0 Z
Z + r%,
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
W.O. # 7515b-3-7 PLATE TWO OF FOUR
a
cm
Na
cc
F
HUTES COUPDTY SURVEYORp /o s zoz BY:.&Iez'�Z
STONE CREEK, PHASE 7
A TRACT OF LAND IN THE SOUTHWEST ONE -QUARTER OF SECTION 4 AND THE �
NORTHWEST ONE -QUARTER OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST
OF THE WIL METTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
c"
PZ 19-0862 SEPTEMBER 2021 m
20-FOOT CITY OF BEND SEWER EASEMENT BY THIS PLAT
PRIVATE STORM SEWER EASEMENTS 4t-4. PER DOCUMENT NO. 202t-40889
PRIVATE STORM SEWER EASEMENT # 1
SCALE: 1 "=40'
\ �.
rn
00 '
7,
\\
(
\
w
10.00' EASEMENT PER
o I
DOCUMENT NO.
o I
Z
2017-08561 TO ARNOLD
I
IRRIGATION DISTRICT
(M) (R3)
I--F-
i
76.74'
w
^_
N
---------
�_ __-
EL18' 0
JI
IJ
I__ EL16 I w
zLij
N89'27'43"W 80.00' wi_EL321
PRIVATE STORM SEWER EASEMENT # 4
SCALE: 1 "=40'
PUBLIC ACCESS EASEMENT
9S
DOCUMENT NO.
2021-45646
EL30
0-) - - -
JI IJ
W
EL28
_ _
45.00'
45.00'
i
1 EAST 41
WEST
857.34'
f
0
0
0
0
0
0
0 0
258 0
0 257
0 0
3600
0 3600
3:
Lu
co
SQ FT a0o
SQ FT
0
0
o
cn
o
cn
0
0
0
0
cn
z 11.1
0
C� 2
0
45.00'
45.00'
1
PRIVATE STORM SEWER EASEMENT # 2 & 3
SCALE: 1 "40'
/
1 ( - EL26 --
EL23
ILo
EL22 I W I w
_ I
EL38 - - �t� EL24
EL37
EL21-�L33� 44.25'
EL20-
EL39 I
EL40 0 t o
�F t
o a0o �
pg�Ip 3 °° + 267 0 0
w w o 0
p Ag'c�L PL�� t r- SQ 70 co a
N cn
pAg 2(1&-4
o I z
EAST 18.62' z
! ( ! 45.00'
40.00'
0
0
0
RELOCATED PEDESTRIAN EASEMENT
PER DOCUMENT NO. 2021-48843
SCALE: 1 =40'
\ C29 S77'53'30"E
(M)(R3)
RELOCATED
EASEMENT
268
168048 ham/ / RELOCATED
/ PEDESTRIAN/BICYCLE ACCESS
SQ FT oh/ EASEMENT
DOCUMENT NO. 2021-48843
/ /h/o
/ "�
X
co I Ln
OR I CN
NI I�
I t
t
I�
F _w 10
0to
pg`�10 3 N I rfi 267 266
V �g�EL pLN 3570 3600
P
Ip� z + SQ FT SQ FT
2p1 I
o
EAST 18.62
!. 20.00' !
R.
SCALE:1 "= 40'
C29 S77'53'30"E
(M)(R3)
/ W h/
268
168048
SQ FT
1 ! 1 20.00 SANITARY
SEWER EASEMENT
1 TO CITY OF BEND
BY THIS PLAT
1 1
I I
1� 001
I co
1 �2
i 1
I ° °1
N C-41
pT.i 1 0 0
z z
pgT10 c� 1 1 267 266
-' Ngc�� pLAry I I SQ 7FT Q0 36FT
o0
P Age p 1 Ac o f o f
0 i oo i 0
EAST 18.62
I, ,1
i `EAST 40.00'f•
0
0
0
SCALE. 1 "40'
0 40
Line Table
LINE
BEARING
LENGTH
EL16
N89027'43 VV
25.00'
EL17
N0032'17'E
16.00'
EL18
S89027'43"E
25.00'
EL19
S0032'17'W
16.00'
EL20
S90'00'00" E
25.00'
EL21
SOOOO'OC"W
16.00'
EL22
N90000'00W
25.00'
EL23
NO°OO'OCY E
16.00'
EL24
N90000'00"VV
36.00'
EL25
N0000D E
18.00'
EL26
S90000'OC" E
36.00'
EL27
SO°OO'OO"W
18.00'
EL28
S90000'0(Y E
22.00'
EL29
SOOOO'00"W
18.00'
EL30
N90000'00 VV
22.00'
EL31
NO°00'OCY E
18.09
EL32
N31 °31'OCY E
11.66'
EL33
S79026'39 W
38.21'
EL35
N22027'3 "W
12.99'
EL36
N67032'48" E
15.05'
EL37
S0000'00W
9.00'
EL38
S90000'OC" E
22.56'
EL39
S0032'17'W
7.00'
kLc_.
S90°00'0(Y E
2.59
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /21
W.O. # 7515b-3-7 PLATE THREE OF FOUR
CS IQ 618 DESCHUTES COUP SURVEYOR
FlLED o S zoz BY:�&6;z,,!5p
STONE CREEK, PHASE 7
A TRACT OF LAND IN THE SOUTHWEST ONE -QUARTER OF SECTION 4 AND THE
NORTHWEST ONE -QUARTER OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST
OF THE WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
PZ 19-0862 SEPTEMBER 2021
SURVEYOR'S CERTIFICATE
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 SOUTHWEST ONE -QUARTER OF SECTION 4 AND 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
FOUND AT THE NORTHEAST CORNER OF LOT 110, STONE CREEK, PHASE 3; THENCE
ALONG THE NORTH LINE OF SAID STONE CREEK, PHASE 3, THE FOLLOWING
COURSES: WEST 95.09 FEET; THENCE N0832'16"E 31.63 FEET; THENCE N89'27'44"W
60.00 FEET; THENCE SO'32'16"W 15.00 FEET; THENCE WEST 529.02 FEET; THENCE
NO'32'16"E 15.00 FEET; THENCE N89'27'44"W 60.00 FEET; LEAVING THE NORTH LINE
OF SAID STONE CREEK, PHASE 3 AND RUNNING NO'32'16"E 64.44 FEET TO A POINT;
THENCE WEST 8.06 FEET TO A POINT; THENCE NORTH 60.00 FEET TO A POINT;
THENCE EAST 18.62 FEET TO A POINT; THENCE NO'32'17"E 80.00 FEET TO A POINT;
THENCE WEST .345.02 FEET TO A POINT; THENCE NO'32'17"E 231.25 FEET TO A
POINT; THENCE N89'27'43"W 80.00 FEET TO A POINT; THENCE NO'32'17"E 36.69
FEET TO A POINT ON THE NORTH LINE OF PARCEL 3 OF PARTITION PLAT NO.
2014-4; THENCE ALONG SAID NORTH LINE THE FOLLOWING COURSES: S89'59'471PE
76.74 FEET; THENCE NO'03'07"E 142.49 FEET; THENCE S49'17'36"E 267.99 FEET;
THENCE 249.57 FEET ALONG A TANGENT 500.00 FOOT RADIUS CURVE TO THE LEFT,
THROUGH A CENTRAL ANGLE OF 28'3554" (THE CHORD OF WHICH BEARS
S63'35'33"E 246.98 FEET) TO THE POINT OF TANGENCY; THENCE S77'53'30"E 16.47
FEET; THENCE 123.13 FEET ALONG A TANGENT 200.00 FOOT RADIUS CURVE TO THE
LEFT, THROUGH A CENTRAL ANGLE OF 35'1628" (THE CHORD OF WHICH BEARS
N84'28'16"E 121.20 FEET) TO A POINT OF REVERSE CURVATURE; THENCE 185.60
FEET ALONG THE ARC OF A 210.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH
A CENTRAL ANGLE OF 50038'17" (THE CHORD OF WHICH BEARS S87'50'49"E 179.62
FEET) TO THE POINT OF TANGENCY; THENCE S62'31'40"E 134.13 FEET; THENCE
84.95 FEET ALONG THE ARC OF A TANGENT 250.00 FOOT RADIUS CURVE TO THE
RIGHT, THROUGH A CENTRAL ANGLE OF 19'28'08" (THE CHORD OF WHICH BEARS
S52'47'36"E 84.54 FEET) TO THE POINT OF TANGENCY; THENCE S43'03'33"E 221.52
FEET TO THE NORTHEAST CORNER OF SAID PARCEL 3, PARTITION PLAT NO. 2014-4;
THENCE ALONG THE EAST LINE OF SAID PARCEL 3, SO'24'56"W 90.36 FEET TO THE
INITIAL POINT. CONTAINING 316,278 SQUARE FEET, MORE OR LESS.
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, AND PARTITION PLAT NO. 2014-4, AND THE PLAT OF
STONE CREEK, PHASE 3 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 SOUTH LINE OF THE SUBJECT PROPERTY, BETWEEN
RECORD MONUMENTS FOUND ON THIS LINE PER THE PLAT OF STONE CREEK,
PHASE 3, WITH THE BEARING FOR THIS LINE TAKEN FROM SAID PLAT.
THE NORTH AND EAST BOUNDARY LINES WERE HELD AS THE NORTH AND EAST
LINES OF PARCEL 3 OF PARTITION PLAT NO. 2014-4 FROM THE RECORD
MONUMENTS FOUND PER SAID PLAT.
THE SOUTH LINE WAS HELD AS THE NORTH LINE OF THE PLAT OF STONE CREEK,
PHASE 3, FROM THE RECORD MONUMENTS FOUND PER SAID PLAT.
THE WEST LINE WAS SET PER THIS PLAT.
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.
DECLARATION
KNOW ALL MEN BY THESE PRESENTS, THAT LANDS BEND CORP., AN OREGON
CORPORATION SUCCESSOR BY REASON OF CONVERSION FROM LANDS BEND
LLC, AN OREGON LIMITED LIABILITY COMPANY, AND LANDS BEND CORP,
OWNER, HAS CAUSED SAID LANDS TO BE SURVEYED AND PLATTED INTO LOTS
AND STREETS, IN ACCORDANCE WITH THE PROVISIONS OF O.R.S. CHAPTER 92;
AND HEREBY DEDICATES TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY
PURPOSES, THE PUBLIC STREET RIGHT OF WAY AS SHOWN ON THIS PLAT;
AND HEREBY DEDICATES THE PUBLIC UTILITY EASEMENTS AS
SHOWN ON THIS PLAT; AND HEREBY DEDICATES THE SANITARY SEWER
EASEMENT TO THE CITY OF BEND AS SHOWN ON THIS PLAT; AND HEREBY
SUBMITS FOR APPROVAL AND RECORD THIS SUBDIVISION PLAT.
GARY G. I R
President
LANDS BEND CORP., an Oregon corporation successor by reason of
conversion from Lands Bend LLC, an Oregon limited liability company
and LANDS BEND CORP
ACKNOWLEDGMENT
STATE OF
COUNTY OF 1�J1.� �-� �� SS
APPROVALS
DESCHUTES COUNTY SURVEYOR
CITY'-UF/BEND ENGINEER
CITY OF BEND P
NING DIRECTOR
DESCHUTES COUNTY COMMISSIONER
iv^ `r 2021
�,r Z '
2021
�• Z 7 , zoz,
-02- 2.1 NOTE: SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY
DATE THE CITY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC.
ON THIS17- DAY OF fi 2021, BEFORE ME A NOTARY
PUBLIC IN AND FOR THE STATE OF _ r'cSQn_____, 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.
Wei ain�P A e1i_f_C
(Printed Name)
Notary Public for the State of
(Signature)
My Commission Expires maq ao
(Spell Out Month, 2 Digit Date, Complete Year)
Commission No. "t V155
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /21
I CERTIFY TAXES ARE PAID AS OF THIS DATE
- If , 2021
DESCHUTES COUNTY TREAYJRER & TAX COLLECTOR
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL
ASSESSMENTS, FEES, AND OTHER CHARGES REQUIRED BY LAW TO BE
PLACED ON THE 202__-202__ 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 CO ECTOR FOR COLLECTION, HAVE BEEN
PAID TO ME. . /1 K
- , 2021
DESCHUTES COIXN TY ASSESS
THERE ARE NO WATER RIGHTS APPURTENANT TO THIS PLAT.
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
to6s
W.O. # 7515b-3-5 PLATE FOUR OF FOUR
DESCHUTES COtli�T �' SURVEYOR
FlLED o zoz BY:�