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S89'46'01 "W 284.09' &[ 4]
110.66' 93.42' 80.00'
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1 1
LOT 49
'0 2w
11,978 SF t LOT 48 N LOT 47
SEE 9,240 SF, ^ 9,449 SF
�� �• Ito,DETAIL 1 M �� C3 o
-7` 8NOlp Z€ * * 30.1062 Z i
PUBLIC
ACCESS
EASEMENT
SHEVLIN WEST PHASE 3
A REPLAT OF TRACT C OF SHEVLIN WEST PHASES 1 AND 2.
LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 AND THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF
SECTION 26, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON.
CITY OF BEND PLANNING FILE NUMBER PZ-20-0010
(D)
1 .,I-
�: L-�-8j
N r LOT 46
i') 06
0
EXISTING
7.81'x5.00'
PUE
MONUMENTS OF RECORD
(A) FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON" SET IN [1 ]
(B) FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON" SET IN [2]
*(B) FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON" SET AS A
WITNESS CORNER S18'45'35"E 5.00 FEET SET IN [1 ] (MEASUREMENTS ARE TO ACTUAL
CORNER OF LOT)
C4
�Dy PER [4]
(C) FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON" SET IN
[3]
- 80.00'
M LOT 50
/ ►� 60.30' ,F,__S89'56'35"E
(D) FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON" SET IN
[4]
"
t' S89 56 35 E 133.64 30.0019.70
&[4]
8,703 SF
C5
KW JESSE PLACESEE
NOTE 4
(E) FOUND 5/8" IRON ROD WITH 2" ALUMINUM CAP INSCRIBED "BECON" SET IN [4]
N85'44'19"E
9679
SEE NOTE 3 30.000.00'&[4]SURVEY
, »
REFERENCES
1189 56 35 W
103.49' � i [1 ] CS 19809 PROPERTY LINE ADJUSTMENT BY ERIK J. HUFFMAN FILED
►h C7 1-00 DECEMBER 6, 2018, DESCHUTES COUNTY SURVEY RECORDS
LOT 51 1 � LOT 88
00 8,151 SF 1 0 8,332 SF N LOT 89
[2] CS 20307 WESTGATE PHASE 1 BY ERIK J. HUFFMAN FILED SEPTEMBER
66.26'�
S89'46'01"W* 0.00 N89'46'01"E 00 16, 2020, DESCHUTES COUNTY SURVEY RECORDS
>- * - 3 CS 20136 WESTGATE PHASE 3 BY ERIK J. HUFFMAN FILED FEBRUARY 19
100.00 30.00 �- I € 1 103.49 (D) r-, [ ]
, 2020, DESCHUTES COUNTY SURVEY RECORDS
o 3 IuJ
o LOT 52 001 0 o LOT 87 0 LOT 90 [4] CS 20564 SHEVLIN WEST PHASES 1 AND 2 BY ERIK J. HUFFMAN FILED
0 8 000 SF o f 8 279 SF o I�
00 00 Q 00 ' o to JULY 20, 2021, DESCHUTES COUNTY SURVEY RECORDS
J 1 00
N 89'46' 01 "E 1 N 89'46'01 "E LO LEGEND
z-- - - --4
100.00' €* Q €* 103.49' (D)
u
DENOTES MONUMENT FOUND, SEE
43 o LOT 53 C I C)(p w 1 oo LOT 86 0 0 LOT 91 MONUMENT LIST
8,000 SF 01 O a, 8,279 SF o r� „
� 0 0 o O 0 SET 5/8 x 30 IRON ROD WITH
S89'46'01"W N89'46'01"E z ORANGE PLASTIC CAP INSCRIBED
- - "BECON„
100.00 103.49' (D)
z SET 5/8" x 30" IRON ROD WITH
-00
00
a LOT 54 0 i o 0 o LOT 85 LOT 92 O 2" ALUMINUM CAP INSCRIBED
0 8, 000 SF j
0I C ; 9 1 00 8, 328 SF 6 N "BECON"
00 N M I N 89'46' 01 "E 00
N89'46'O1"E 00 0 CALCULATED POSITION, NOTHING
--103.49- / 7.82 FOUND OR SET
100.00 i €* 35.65(D) 27.83' (#) SURVEY MONUMENT INFORMATION
0 0 lb &[4]
0 LOT 55 01 o LOT 84 (D) LOT 93 [#] SURVEY RECORD INFORMATION
0 8 000 SF o 1 0 8 338 SF
25.92'
(C)
Line Table
Line #
Length
Direction
L1
20.00'
S00'13'59"E
L2
20.00'
S00'13'59"E
L3
9.55'
S89'38'01 "W
L4
47.08'
N53'10'06"E
L5
35.03'
N53'10'06"E
L6&[41
57.07'
N36'49'54"W
L7 &[ 4]
9 0.32'
N 53'10' 06"E
L8&[4]
19.63'
N53'10'06"E
L9&[4]
74.84'
N21'35'56"W
00 °° °0 ' C55 1 '`
N89'46'01"E 100.00 €* I €* N89'46'01"E ROW RIGHT OF WAY
i SEE DETAIL, SHEET 2
�ZrOMMON C" * 107.46'
2000 SF -� €
}"- - - 17.80' C56 , BOUNDARY LINE
N89'4601 "E 100.00 35.84' (D) C10
C28 LOT 83 oL LOT 94 _ _ _ _ _ _ NEW LOT LINE
10,451 SF
-coo LOT 56 1
8,029 � F
SF i M �. Cs CA ADJACENT 5�1
00 i c� o23 BOUNDARIES
Ngp'32'2$„E 5�5�' ; C12
_�'-" ''127• ---------EASEMENT
105.64� Ir >> \1
C13 �0
n � LOT 95
LOT 57 �'
coo 9, 227 SF `� 11, 6398 SF ,�� C'S LOT 96 ���' 0 80' 160'111= 80'
68.76' \ v' ' Oro le �'1R 3 C15 SEE
0' °E `� •'Sro LOT 97 LOT 98
br5 O /'c �(D) DETAIL 3
N68 4�0� O ` C' �,yc0. \ c, . C16 C19 C21 " 67.82' S36'49'54"E 6&� _ 4 S89 38 01 W &[ 4]41
LOT 81 � CS (D)� 152.01'& 4] (D) D) LOT 99 (D)
(E)
SURVEYOR'S NARRATIVE
Deschutes County Official Records
Steve Dennison, County Clerk 2023-19029
4�N CIG�a. �L1
01490129202300190290030033
t . cis
D-PLAT ' Cnt=1 Pgs=3 Stn=1 08I0212023'03:06 PM
$60.00 $11.00 $61.00 $10.00 $6.00 $148.00 IV
THE PURPOSE OF THIS SURVEY WAS TO REPLAT AND MONUMENT THE LOTS AND STREETS WITHIN TRACT C SHEVLIN WEST PHASES 1 AND 2,
DESCHUTES COUNTY SURVEY RECORDS, LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 AND THE NORTHWEST 1/4 OF THE
SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON.
THE PROPERTY IS TO BE SUBDIVIDED INTO LOTS 47 THROUGH 68 AND LOTS 77 THROUGH 88.
MONUMENTS FOUND ARE SHOWN AND WERE HELD TO DETERMINE THE BOUNDARY OF THIS PLAT. RECORD BOUNDARIES WERE HELD PER
SHEVLIN WEST PHASES 1 AND 2, CS 20564, DESCHUTES COUNTY SURVEY RECORDS.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE LINE BETWEEN THE NORTHERNMOST FOUND MONUMENT (A) AND SOUTHERNMOST FOUND
MONUMENT (A) BEING SOUTH 0'13'59" EAST PER [1].
CURVE TABLE
CURVE TABLE
CURVE #
RADIUS
ARC LENGTH
DELTA
CHORD BEARING
CHORD LENGTH
CURVE #
RADIUS
ARC LENGTH
DELTA
CHORD BEARING
CHORD LENGTH
C1
54.00'
118.94'
126'12'03"
S44'54'43"W
96.31'
C29
330.00'
67.46'
11'42'43"
S15*18'53"E
67.34'
C2
19.50'
6.11'
17'57'20"
S80'57'55"E
6.09'
C30
330.00'
65.97'
11 *27'17"
S26'53'53"E
65.86'
C3
54.00'
29.74'
31'33'18"
N87'45'54"W
29.37'
C31
330.00'
20.01'
3'28'29"
S34'21'46"E
20.01'
C4
54.00'
36.03'
38*13'29"
S57'20'43"W
35.36'
C32
330.00'
103.79'
18*01'11"
S45'06'36"E
103.36'
C5
54.00'
40.05'
42'2939"
S16'59'08"W
39.14'
C33
330.00'
64.19'
11'08'40"
S59'41'31 "E
64.09'
C6
54.00'
13.13'
13'55'37"
S11*13'30"E
13.09'
C34
330.00'
76.12'
13*12'55"
S71'52'19"E
75.95'
C7
19.50'
6.11'
17'57'19"
N9'12'39"W
6.09'
C35
330.00'
68.46'
11 *53'13"
S84'25'23"E
68.34'
C8 &[4]
250.00'
393.28
90'08'01"
S45'17'59"E
353.97'
C36
300.00'
471.94'
90'08'01"
S45'17'59"E
424.76'
C9
250.00'
75.81'
17'22'29"
S19'08'23"E
75.52'
C37
270.00'
424.74'
90'08'01"
S45'17'59"E
382.28'
C10
250.00'
47.83'
10*57'41"
S22'20'47"E
47.76'
C38
270.00'
68.13'
14'27'30"
S7'27'52"E
67.95'
C11
250.00'
59.94'
13'44'14"
S34'41'45"E
59.80'
C39
270.00'
116.42'
24*42'18"
S27'02'46"E
115.52'
C12
250.00
55.40
12'41 52
S34'10 34 E
55.29
C40
270.00
116.44
24'42 31
S51'45 10 E
115.54
C13
250.00'
4.54'
1'02'22"
S41'02'41"E
4.54'
C41
270.00'
116.52'
24'43'37"
S76'28'14"E
115.62'
C14
250.00'
58.55'
13'25'05"
S48'16'24"E
58.41'
C42
270.00'
7.22'
1'31'57"
S89'36'01 "E
7.22'
C15
250.00
40.55
9'17 36
S59'37 45 E
40.51
C43
170.00
108.19
36'27 54
N71'24 03 E
106.38
C16
250.00'
24.13'
531'49"
S67'02'28"E
24.12'
C44
170.00'
19.45'
6'33'14"
N86'21'24"E
19.44'
C17
250.00'
64.68'
14'49'26"
S62'23'40"E
64.50'
C45
170.00'
88.75'
29'54'40"
N68'07'26"E
87.74'
C18
250.00'
80.15'
18'22'07"
S78'59'26"E
79.81'
C46
200.00'
127.29'
3627'54"
N71'24'03"E
125.15'
C19
250.00
77.81
17'49 55
S78'43 20 E
77.49
C47
230.00
146.38
36'27 54
N71'24 03 E
143.92
C20
250.00'
9.56'
2*11'30"
S89'16'15"E
9.56'
C48
230.00'
40.15'
10*00'04"
N84'37'59"E
40.10'
21
,
250.00
,
2.34
,
0'32 12„
, „
S87'54 24 E
,
2.34
C49
,
230.00
,
70.97
, „
17'40 44
,
N70'47 35„ E
70.69,
C22 &[4]
150.00'
35.81'
13'40'41"
N28'26'17"W
35.72'
C50
230.00'
35.27'
8'47'07"
N57'33'40"E
35.23'
C23 &[4]
430.00'
208.34'
27'45'39"
S50'36'20"W
206.31'
C51 &[4]
250.00'
72.57'
16'37'58"
S8'32'58"E
72.32'
C24 &[4]
430.00'
34.79'
4'38'07"
S39'02'33"W
34.78'
C52 &[4]
250.00'
103.23'
23'39'33"
S28'41'43"E
102.50'
C25
430.00
99.99
13'19 23
S48'01 18 W
99.76
C53 &[4]
250.00
103.63
23'45 03
S52'24 01 E
102.89
C26
430.00
73.57
9'48 09
S59'35 04 W
73.48
C54 &[41
250.00
101.94
23'21 45
S75'57 26 E
101.23
C27
330.00
519.13
90'08 01
S45'17 59 E
467.23
C55
250.00
44.59
1 O'13 10
S5'20 34 E
44.53
C28
330.00'
53.14'
9'13'33" 1
S4'50'45"E
53.08'
C56 1
250.00'
27.98'
6'24'48"
S13'39'33"E
27.97'
11,773 SF ;�M I C18 64.76' 87.25' 1 30.00'
`t LOT 58 ti� O� h% /'�" W 1 (D)I C20 19.43' �& �' (D) �/i NOTES
") 12,395 SF 1°- " % 0 ti� LOT 80 00 r- !'� 1_ p 'Sh , V lZ
C 1 �'r, O �n 00 ao �t d• ( ) 5 30.00 1.
N •�s1 / O 11,190 SF LOT 79 0 I ,n LOT 77 �`L lO
'`L / / 00 o `; 8,463 SF N o LOT 78 8,467 SF �,1b °F- '1 , (DJ a ,A
�g'1 �'2� �� �� 12 30.00� Z I 0 I o 8,000 SF is i rn . 000 1�i �O
M e O` i C42 � z ors g'S1 91 () y
M ,/�
O N�1 S E `� 30.00' C41 ** 1 C44 €** �� / O
- € 74.12 - 66.28 G €* LOT 68 2
� DETAIL 2 �
LOT 60 SEE NOTES G 46 Dk 8,999 SF O \
/ €** . N89'38'01 "E 140.40' 40.49' .G C50 `�n� 6' G`LrO �: (p)
w , a C34 ** _ 4g LOT 67
LOT 3
N
z
o
C35 - L* 90.35' I**
�i 0 9,248 SF
��
LOT 59
LO 17,861 SF
N
��h
= ry �h
/ _ 3 _ C48
M
`n'
�`4
0 G`1'
��
�-
Z
i LOT 61 LOT 62LOT
13,877 SF =rye �. 11,292 SF
/
63 �
!'a9 119 SF ,-
N
o 0
ci LOT 64
0 9,035 SF o
o
o LOT 65
0 9,035 SF
o 0
N o
b
LOT iQ
10,305 SF �2
_^/Csl)
z1
Z�
i I
0�
-
113.80' 110.94'
98.69
100.11 90.3/-7-
G`L
78.74'
.75'
)It
`
243.76'&[2,4] "-
�B)INITIAL
39.95' 407.80'&[2,4]
�' (B)
6.77 *(B)
&[2,4]
58.98'
LOT 2 71.00' N89'38'01"E 708.33' &[4] LOT 1
/
POINT
GC'
3.
GI
THE WESTERLY TERMINUS OF C46 FALLS IN A
MANHOLE LID. A 5/8" IRON ROD WITH 2"
ALUMINUM CAP INSCRIBED "BECON" WAS SET
AS A WITNESS CORNER S8938'01'W 5.00' FROM
THE TRUE POSITION.
THE EASTERLY TERMINUS OF C36 FALLS IN A
MANHOLE LID. A 5/8" IRON ROD WITH 2"
ALUMINUM CAP INSCRIBED "BECON" WAS SET
AS WITNESS CORNER N89'38'01 "E 5.00' FROM
THE TRUE POSITION.
THE CENTERLINE INTERSECTION OF NW
WOODSMAN LOOP AND NW JESSE PLACE FALLS
IN A MANHOLE LID. A 5/8" IRON ROD WITH 2"
ALUMINUM CAP INSCRIBED "BECON" WAS SET
AS A WITNESS CORNER SO'13'59'E 5.00' FROM
THE TRUE POSITION.
THE SW JESSE PLACE CENTERLINE MONUMENT
AT THE EASTERLY PLAT BOUNDARY FALLS IN A
MANHOLE LID. A 5/8" IRON ROD WITH 2"
ALUMINUM CAP INSCRIBED "BECON" WAS SET
AS A WITNESS CORNER S89'56'35"E 5.00'
EASTERLY FROM THE TRUE POSITION.
JOB NO.: 17014
CLIENT: EMCPIRE SHEVLIN,
LL
DATE: 06/21 /2023
DRAWN BY: AAC
CIVIL ENGINEERING
& LAND SURVEYING
SHEET INDEX
1. BOUNDARY, LOTS 47-68, LOTS 77-88, NORTHWEST
WOODSMAN LOOP, NORTHWEST JESSE PLACE
2. SURVEYOR'S CERTIFICATE, DECLARATION, DETAILS
3. DECLARATION SIGNATURES, APPROVALS
549 SW MILL VIEW WAY
SUITE 100
BEND, OREGON 97702
(541) 633-3140
www.beconeng.com
REGISTERED
PROFESSIONAL
LAND SURVEYOR
/ OREGON
DEC. 16, 2009
ERIK J. HUFFMAN
70814
RENEWS: JUNE 30, 2025
SHEET 1 of 3
it
211 DEE S C H U T E S C 0 U N! T Y S UFF li'V E Y 0 a
13�
8.Y•2a23 By.. kuav n
SHEVLIN WEST PHASE 3
A REPLAT OF TRACT C OF SHEVLIN WEST PHASES 1 AND 2.
LOCATED IN THE SOUTHWEST 1 /4 OF THE NORTHEAST 1 /4 AND THE NORTHWEST 1 /4 OF THE SOUTHEAST 1 /4 OF
SECTION 26, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON.
CITY OF BEND PLANNING FILE NUMBER PZ-20-0010
DECLARATION CONSENT TO DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS, THAT EMPIRE SHEVLIN, LLC, HAS
CAUSED THE LANDS HEREIN DESCRIBED TO BE SURVEYED AND PLATTED INTO
LOTS 47 THROUGH 68, LOTS 77 THROUGH 88, AND COMMON AS SHOWN
HEREON, ACCORDING TO THE PROVISIONS OF O.R.S. CHAPTER 92,
AND DEDICATES NW JESSE PLACE AND NW WOODSMAN LOOP AS SHOWN
HEREON TO THE PUBLIC FOREVER FOR ROAD AND UTILITY PURPOSES,
AND DEDICATES TO THE PUBLIC FOREVER A PUBLIC ACCESS EASEMENT OVER
THE COMMON AREA AS SHOWN HEREON;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY
EASEMENTS (PUE) SHOWN HEREON, AS EASEMENT AREAS FOR THE
INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND
THEIR ABOVE GROUND APPURTENANCE. UTILITIES SHALL HAVE THE RIGHT TO
INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT AND ALL OTHER RELATED
FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC UTILITY
EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR
DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS
IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES
AND THE RIGHT TO REQUIRE REMOVAL OF ANY OBSTRUCTIONS INCLUDING
STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE
PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE ALL
OBSTRUCTIONS AT THE OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE
SUCH OBSTRUCTIONS AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY
PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY OTHER
OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT THE
PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN THE PUE;
AND HEREBY SUBMIT FOR APPROVAL AND RECORD THIS SUBDIVISION PLAT.
SEE DECLARATION SIGNATURES ON SHEET 3.
DESCHM ca.S COUNTY SURVEYOR
o
KNOW ALL PERSONS BY THESE PRESENTS, THAT RIO LOBO INVESTMENTS,
LLC, AN OREGON LIMITED LIABILITY COMPANY, FEE OWNER OF THE LANDS
DESCRIBED, CONSENTS TO SAID PLAT.
SEE DECLARATION SIGNATURES ON SHEET 3.
SURVEYOR'S CERTIFICATE
I, ERIK J HUFFMAN, REGISTERED PROFESSIONAL LAND SURVEYOR IN 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 PROPER
MONUMENTS THE LAND SHOWN ON THIS SUBDIVISION PLAT MAP, THAT THE INITIAL
POINT IS A 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON", SAID
POINT BEING THE SOUTHWEST CORNER OF TRACT C, SHEVLIN WEST PHASES 1 AND
2, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND THE FOLLOWING IS A TRUE
AND CORRECT DESCRIPTION OF THE PROPERTY PLATTED:
TRACT C, SHEVLIN WEST PHASES 1 AND 2, CITY OF BEND, DESCHUTES COUNTY,
OREGON.
CONTAINS 9.87 ACRES, MORE OR LESS.
DETAIL 2
SCALE 1" = 20'
LOT 58
�' R=347.38', L=11.03'
A--1 `49'11" \
.' CH=S37°05'01 "E 11.03'
/ 1
LOT 59
0o PUE
/ R=352.38', L=11.51' \
1 *52'18"
/ CH=N37`03'27"W 11.51' �♦
LOT 60
DETAIL 3
SCALE 1" = 20'
LOT 79 i LOT 78
DETAIL 1
SCALE 1" = 30'
% I �
t
LOT 49 LOT 48 LOT 47
10.00
• 1
/ 16.76'
5' x 5' \ /
PUE PUE
LOT 50 N , 1.00'
NW JESSE PLACE
- co d-
o 2
C)
Q0 i n
0
- _ L 0
Q
o
LOT 51 ��I � o
� LOT 88
t z t
1 I
TANGENT SECTION
EASEMENT DETAIL (*�
(TYP.)
SCALE 1° = 20'
STREET VARIES
2.5' 2.5'
i 5.00
PUE
5.00
t
I
LOT VARIES I LOT VARIES
CIVIL ENGINEERING
& LAND SURVEYING
CURVE SECTION
EASEMENT DETAIL J**j
(TYP.)
SCALE 199 = 20'
LOT VARIES
LOT VARIES
PUE
5.00
5.00 —�
2.5' 2.5'
STREET VARIES
549 SW MILL VIEW WAY
SUITE 100
BEND, OREGON 97702
(541) 633-3140
www.beconeng.com
REGISTERED
PROFESSIONAL
LAND SURVEY01
EGVq
DEC. 16, 2009
ERIK J. HUFFMAN
70814
RENEWS: JUNE 30, 2025
I ft 0*3
2 32
SHEET 2 of 3
A REPLAT OF TRACT C OF SHEVLIN WEST PHASES 1 AND 2.
LOCATED IN THE SOUTHWEST 1 /4 OF THE NORTHEAST 1 /4 AND THE NORTHWEST 1 /4 OF THE SOUTHEAST 1 /4 OF
SECTION 26, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON.
CITY OF BEND PLANNING FILE NUMBER PZ-20-0010
-11ECLARATION SIGNATURES CONSENT TO DF.C.LARATION
v
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% b-2 -2023
KEVo SPE ER, MANAGER, EMPIRE SHEVLIN, LLC
DATE
HOWARD M. DAY, MANAGE 10 LOBO INVESTMENTS, LLC DATE
ACKNOWLEDGMENT
ACKNOWLEDGMENT
STATE OF %,r.�
STATE OF OrMokl
COUNTY OF
COUNTY OF VeSC.%it/'7GS
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ON THIS DAY OF 2023,
BEFORE ME PERSONALLY
ON THIS DAY OF 2023, BEFORE ME PERSONALLY
APPEARED KEVIN SPENCER, MANAGER, EMPIRE SHEVLIN, LLC, WHO BEING DULY
APPEARED HOWARD M. DAY, MANAGER, RIO LOBO INVESTMENTS, LLC, WHO
SWORN, STATED THAT HE IS THE AGENT THAT IS
AUTHORIZED TO EXECUTE
BEING DULY SWORN, STATED THAT HE IS THE AGENT THAT IS AUTHORIZED TO
THE FOREGOING INSTRUMENT AND ACKNOWLEDGED
SAID INSTRUMENT TO BE HIS
EXECUTE THE FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT
VOLUNTARY ACT AND D ED.
TO BE HIS VOLUNTARY ACT AND DEED.
NOTARY PUBLIC
NOTARY PUBLIC
PRINTED NAME: �,t
PRINTED NAME: d-alytL - C..i'1OQ-I PJ
NOTARY PUBLIC- �L-- rE .eq��...
NOTARY PUBLIC- ✓�C� � �C��h
COMMISSION N0.
COMMISSION N0. I0'5pIDq'q'
MY COMMISSION EXPIRES
20
MY COMMISSION EXPIRES NOVG%'1nIg'✓ 2-1 20ZL0
DESCHuM,SGUAVE, Y 0' A.
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THIS PLAT OF SHEVLIN WEST PHASE 3 HAS BEEN EXAMINED AND APPROVED
BY:
DESCHUTES COUNTY SURVEYOR
I HEREBY CERTIFY THAT ALL TAXES ARE PAID TO THIS DATE.
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DESCHUTES COUNTY TA
COLLECTOR
8-,2 -,Zo23
DATE
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DATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS,
FEES, AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED ON THE
2023-2024 TAX ROLL WHICH BECAME A LIEN OR WILL BECOME A LIEN ON
THIS PARTITION DURING THIS TAX YEAR BUT NOT YET CERTIFIED TO THE
TAX COLLECTOR FOR COLLECTION HAVE BEEN PAID, TO ME.
DESCHUTES 06U N TY ASSESS
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DATE
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DATE
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CITY OF BEND PLANNING DIRECTOR DATE
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY
OF ANY DEDICATION MADE HEREIN TO THE PUBLIC.
DESCHUTES 2 OUNTY BOARD OF COMMISSIONERS �� DE/ 2 3 DATE
WATER RIGHTS STATEMENT
THERE ARE NO WATER RIGHTS APPURTENANT TO THIS PROPERTY.
CIVIL ENGINEERING
1 SURVEYING
549 SW MILL VIEW WAY
SUITE 100
BEND, OREGON 97702
(541) 633-3140
www.beconeng.com
REGISTERED
PROFESSIONAL
LAND SURVEY(Q
OREGGIN
DEC. 16, 2009
ERIK J. HUFFMAN
70814
RENEWS: JUNE 30, 2025
CS 2 1 132-
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