HomeMy WebLinkAboutSurvey 20564Deschutes County Official Records
Nancy Blankenship, County Clerk 2021-42415
0138667920210424150010017
MONUMENTS OF RECORD
SURVEY REFERENCES
D-PLAT Cnt=1 Pgs=1 Stn=6 07/16/2021 03:59 PM
$65.00 $11.00 $61.00 $10.00 $6.00 $153.00
(A)
FOUND 5/8" IRON
ROD
WITH ORANGE PLASTIC CAP INSCRIBED "BECON" SET IN [3]
[1] CS 20307 WESTGATE PHASE 1 BY ERIK J. HUFFMAN FILED SEPTEMBER 16, 2020,
(B)
FOUND 5/8"
IRON
ROD
WITH YELLOW PLASTIC CAP INSCRIBED "C.W.E.C." SET IN [9]
DESCHUTES COUNTY SURVEY RECORDS
(C)
FOUND 5/8"
IRON
ROD
WITH YELLOW PLASTIC CAP INSCRIBED "HWA" SET IN [6]
[2] CS 20136 WESTGATE PHASE 3 BY ERIK J. HUFFMAN FILED FEBRUARY 19, 2020,
(D)
FOUND 5/8"
IRON
ROD
NTH YELLOW PLASTIC CAP INSCRIBED "HWA" SET IN [5]
DESCHUTES COUNTY SURVEY RECORDS
(E)
FOUND 5/8"
IRON
ROD
SET IN [7]
[3] CS 19809 PROPERTY LINE ADJUSTMENT BY ERIK J. HUFFMAN FILED DECEMBER 6,
(F)
FOUND 5/8"
IRON
ROD
SET IN [8]
2018, DESCHUTES COUNTY SURVEY RECORDS
(G)
FOUND 5/8"
IRON
ROD
WITH ORANGE PLASTIC CAP INSCRIBED "HHPR INC" SET IN [4]
[4] CS 18969 THREE PINES RIDGE BY PATRICK M. GAYLORD FILED OCTOBER 20, 2015,
(H)
FOUND 5/8"
IRON
ROD
WITH 1" ALUMINUM CAP INSCRIBED "HHPR INC" SET IN [4]
DESCHUTES COUNTY SURVEY RECORDS
(1)
FOUND BENT
5/8" IRON
ROD, TIED AT POINT OF ENTRY, NO RECORD
[5] CS 16499 THREE PINES, P.U.D., PHASE 5, BY DAVID R. WILLIAMS FILED JULY 13,
(J)
FOUND 5/8"
IRON
ROD,
NO RECORD
2005, DESCHUTES COUNTY SURVEY RECORDS
[6] CS 15324 THREE PINES, P.U.D., PHASES 1,2,3 AND 4, BY DAVID R. WILLIAMS, FILED
(K)
FOUND 5/8"
IRON
ROD
WITH PLASTIC CAP INSCRIBED "C.W.E.C." SET IN [10]
"BECON"
APRIL 2, 2003, DESCHUTES COUNTY SURVEY RECORDS
(L)
FOUND 5/8"
IRON
ROD
WITH ORANGE PLASTIC CAP INSCRIBED SET IN [1]
[7] CS 02173 BY GEORGE J. COOK FILED SEPTEMBER 30, 1974, DESCHUTES COUNTY
*(L)
FOUND 5/8"
IRON
ROD
WITH ORANGE PLASTIC CAP INSCRIBED "BECON" SET AS A
SURVEY RECORDS
WITNESS CORNER
S18'45'35"E 5.00 FEET SET IN [1 ] (MEASUREMENTS ARE TO ACTUAL
[8] CS 02172 MINOR PARTITION MP-2-86 BY RAYMOND E. OMAN DATED MARCH 3, 1986,
CORNER OF LOT)
AMENDED 1 APRIL 1986, DESCHUTES COUNTY SURVEY RECORDS
(M)
FOUND 5/8"
IRON
ROD
WITH ORANGE PLASTIC CAP INSCRIBED "BECON" SET IN [2]
[9] CS 02171 MINOR PARTITION MP-5-85 BY GARY W. HICKMAN, DESCHUTES COUNTY
SURVEY RECORDS
[10] CS 02170 MAJOR PARTITION MJP-1-85 BY GARY W. HICKMAN FILED OCTOBER 15,
1985, DESCHUTES COUNTY SURVEY RECORDS
[11] CS 17136 THREE PINES, P.U.D., PHASES 7,8,9 AND 10, BY DAVID R. WILLIAMS FILED
AUGUST 25, 2006, DESCHUTES COUNTY SURVEY RECORDS
S013'59"E 1652.37& [2] [3]
(A) -X--:�
335.24' & [2] -•
•--
1317.131317.13' &L2]
LOT 3
LOT 2
N
(L)
M
00
0
LOT 1
^
M
u
N r.
r--� C�d
u
0
. r-
o0
O
W
s
0
00
M
O
0
z
(L)
(M)� 710.54'
56.77' SURVEYOR'S NARRATIVE
& [1] THE PURPOSE OF THIS SURVEY WAS TO SUBDIVIDE AND MONUMENT THAT PROPERTY DESCRIBED IN
INSTRUMENT NUMBER 2018-48065, DESCHUTES COUNTY OFFICIAL RECORDS, AS ADJUSTED IN THE PROPERTY
LINE ADJUSTMENT FILED AS CS 19809, 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.
TRACT C THE PROPERTY IS TO BE SUBDIVIDED INTO LOTS 1 THROUGH 14, 30 THROUGH 46, 89 THROUGH 99, 108
9.87 AC THROUGH 116, AND TRACTS A THROUGH F.
429,878 SF
MONUMENTS FOUND ARE SHOWN AND WERE HELD TO DETERMINE THE BOUNDARY OF THIS PLAT. RECORD
BOUNDARIES WERE HELD PER CS 19809, DESCHUTES COUNTY SURVEY RECORDS.
-�..- N0013'59"W 356.37'
i
S89'56'35"E 19.70'
qea ih�
NO'03'25"E 118.31'
v �
G
1
S89'38'01 "W 152.01'
N15•4915"E
,i ` 45.
N36049'54"W 57 07'--
JSEE DETAIL "A"
.SHEET 4
\ S5310'06"W 90.32'
-79.09'
79.09' CALC PER [1 ]
TRACT B
COMMON AREA
I21,507 SF
80 51' [4]
31.57' 84.87'
(K) 145.16' {B) 84.32 [4]
204.67' .
Sol 3'35"W E'
321.05'
O' 9%L
�O
r3
ryv
coM/2
89'56'35"W 70.36'
0'03'25"E 93.64'
'N*--N88'53'08"W 99.99'
L=129.13', R=150.00'
d=4919'32"
CH=N25'46'38"E 125.18'
9.45'
r-75.93'
. ` (G) (J)
CE 16TH
CORNER 95.37'-
95.41' [4]
TRACT D
4.93 AC
214,956 SF
4.24'
49. Jv
4
1
co'
rn
M
3
0
M
Zo
rn
0
z
30.00'--
4
30.00' [4]
30.00'
30.00' [4]
G) LT(G) T(G) (G) (I) (G)
79.60' 70.01' 70.04'
79.62' [4] 70.00' [4] 70.00' [4],
70.04' 75.01'--�
76. 00' [4] 75.00' [ 4]
010)
*
K)
N
M
3
0
1*
25"E 60.00' 1 N
SEE SHEETS
2AND 3
0
vi
S HEVLIN WEST
PHASES 1 AND Z
A SUBDIVISION OF THAT PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2018-48065.
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
SHEET INDEX
BASIS OF BEARINGS
1. BOUNDARY AND TRACT DETAILS, EXISTING EASEMENTS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
2. LOTS 1-14, LOTS 30-46, TRACT F, NEW EASEMENTS, ROAD DETAIL LINE BETWEEN THE NORTHEAST 1/16TH CORNER
3. LOTS 89-99, LOTS 108-116, NEW EASEMENT, ROAD DETAIL, AND THE CENTER EAST 16TH CORNER OF SECTION
EASEMENT NOTES 26 BEING SOUTH 0'03'25" WEST PER [3].
4. SURVEYOR'S CERTIFICATE, DECLARATION, DETAIL "A"
5. DECLARATION SIGNATURES, APPROVALS DESCHUTES COUIE � SURVEYOR
TRACT A I
WESTGATE PHASE 3 Zo 1ZoZI�
t��, f 4
(A) !�
606.59'
LEGEND
J• DENOTES MONUMENT FOUND, SEE
• 5 Q • �• \' MONUMENT LIST
r
w
M O POST-MON SET 5/8" x 30" IRON
TRACT A ROD WITH ORANGE PLASTIC CAP
3.51 AC N
152,798 SF
�6, Zy26" 1813C• _. S2613'57"E 221.82'
t .Z6 / 17.11 MT HOOD DR
��Ei 17.27' [6] (C) (34.5' ROW)
G 17.35' (C)
17.27' [6]
Z'v 4 0 , � N C-),
`poZ28.' U 0
00 (C)
3'59"E 17.25'
25.70'
S9036' . _"...
N0003'25"E 521.46'
1
10
0
0
co
N 0 100, 200'
3 1, = 100' TRACT E
4.03 AC
M 175,549 SF
110
;A
rn
0
z 675.00' [4] 70.00'[ 4]
70. 01[4] F70.00'40[4]
�- 719.519
G} (H) (G) (G) (G) (G) (G) CG) (G)
z SO-03-25"W 1319.56' & [3]
0) BASIS OF BEARINGS 140.23'
o ; �`� 69.98' 140.00' [4]
cn P�� 70.02' 70.00' [4]
::E m �,P!E pG 70.00" [4]
-o
r
(B)
u u
O O
O to O
LO 00 M
00 M
(C) o
Jr 1-
to.
HXrn
0) 00
0
(C)41
(0
L-1w)
o00
0
(C)
r-,
ca
`a w
0 °!
O M
o °0
rn
(C)
N O
�o
5
rnrn
(D)
�
t
�1w
0. o to Q .
•�6 �� o 0
97.26'
N 97. 38' [ 5]
rn t & [11]
INITIAL POINT
NE 1/16TH
(F) �. (E) CORNER
5
154.32'
N0'09'15"W J'
154.21' [11 ]
INSCRIBED BECON
Q
POST-MON SET 5/8" x 30" IRON
ROD WITH 2" ALUMINUM CAP
INSCRIBED "BECON"
(#)
SURVEY MONUMENT INFORMATION
[#]
SURVEY RECORD INFORMATION
ROW
RIGHT OF WAY
BOUNDARY LINE
-- NEW LOT LINE
ADJACENT
BOUNDARIES
EXISTING
EASEMENTS
JOB NO.: 17014
CLIENT: EMPIRE SHEVLIN, LLC
DATE: 01 /25/2021
DRAWN BY: EJH/AJH
CIVIL ENGINEERING
& LAND SURVEYING
549 SW MILL VIEW WAY
SUITE 100
BEND, OREGON 97702
(541) 633-3140
www.beconeng.com
REGISTERED
PROFESSIONAL
LAND SURVEY01
O�EGON'
DEC. 16, 2009
ERIK J. HUFFMAN
70814
RENEWS: JUNE 30, 2023
SHEET 1 of 5
0
un
Of
4.33' 12.78' 17.35' 8.fi5'
25.70' •(B) (C) (C) 79.31' (C)
88.06'
30.03' 30.03'
76.51' (C)
SHEVLIN WEST PHASES 7 AND 2
A SUBDIVISION OF THAT PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2018-48065.
LOCATED 1N 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
-7.18' 5.87'--1
77.82' (C)
83.69' 83.69'
S89'43'490E 785.38
80.70'
80.70'
10.00'
(C) 88.53' (C) 24.69'
113.219
65.23' (C) 11.
87.15'
68.75' (D)1 103.03' (L)
78.83'
W w .. 3 O 3 0 LOT 5 � / •�
o LOT 1 _ I 000' LOT 2 I o LOT 3 I o LOT 4 : - o I I : - 0 8,486 SF • �y,`V LOT 6 ; % LOT 7 ,9z.�%
cr 0 8,587 SF r o 8,369 SF r o0 8,369 SF r a 8,070 SF w o tO o �� 16,277 SF +�
N o I o I o I,r o I o _`�► °j 9,222 SF A� ,p6
cn z z z Cn N 10.00'
Cn I �,, 5.00' 8.67' 13.75' 7.69 = yyti
s 0 5.00' 5.00' 5.00'
(A N 83.69' 83.69' 83.69' 80.70' ,� �
- _ _ N89'46'01 "E
_ 89'43'49"W 349.46' TRACE C1 �+ 56.4T
m O / NW JACKWOOD PL 30.00 (TYP� COMMON AREA SEE DETAIL "B" ? C6 _ S89'46'01"W
N o 1, 000 SF _
_ - 1 120.68'
N I , 30.00(TYP) N89'43'49"W 431.24'
N89'43'49"W 370.16' '"? �•
0 LOT 8 co 0
F,55
' , 91.76' 910 (A.76' �7 �
91.27' 9,072 SF M
w 0 i� TYP 5.00, 5.00' 1 I 10.00' (TYP) (�nIn
17.26 b 8.,46•N8zS46TO1�E 150.00Z9 oo'I� LOT38 001� LOT37 001� o 11 LOT 36 01 118.77SF o1.- 9,176 SF oI r 9,176 SF oI ° 9,171 SF oo 20.009' Cn N (n I (TYP.)
3'03" I LOT 9 CITY OF BEND SANITARY
'15'28"E to 10,131 SF to SEWER EASEMENT
_ _ S89'4349"E 361.58' _ _ 00 00
85.91' - - 91.76' �, \' 91.76' 92.15' z
�. o c,' N89 46 01 E
�.ab "c�.�s LOT 40 _ _
\�>
%�'a� �`r,•�� os. 12,780 SF �,� r, LOT 35 l 118.34'
o �.�� r; ,y1 �. 11,832 SF o I rn
6.�cr.\� ��'` .�,��'cQ%`�'L=40.65"co
��.�r r'dw* ,�,' �, 'o�• �" �7'03 25 " ,�'Sr° ca'.� 1 » ^ co
�.o CH=N45'07 40 W .0 N89 46 01 E 5.00 r 00 LOT 10 Oo
00 s' 40.62' '\ 148.64' S.00' Ui 10,144 SF Ui
001
'qj, �"�• 5.00' a'� 30.00' (TYP) 30.00' (TYP)
.o o �•
L=5.08' LOT 41 LA. U! *
9,616 SF .�,Li`s LOT 34 �t N89'46'01 "E
�IN 00 9,256 SF 61 117.91
s� ,o ti %o�• 1 0
oos�s? �rop16
�6B . �. N89046'01"E 5.00'
F 1ti �, 114.16' o ( M LOT 11 M
r, IN` n 10, 284 SF 1
� � v� 1% LOT 42 �. 0 m 00 ao N
10,236 SF o Oo
v '�• oa ice. o LOT 33 0 13 3 M
cs- cP % ItAio �'. o�.r' 19.86' 8 205 SF o
�p; �cs` v r• `po.�W O a. io` 001 0 0 3
• � A%_ s% t3- • 's� o ,12»E o f N89 46 01 E N
�� r'�, a �.cp.,P ��cr.� N" 72 N 0 r r 0 117 47' r�
0 12 N894601 E z zl 0 5.000 N
» $, (6, o, �. L=7.66' ; 100.00' z .
N70'21 08 E 25.78 0 0� v I 5.00 M LOT 12 0I
PUE �. o• '` N LOT 43 01 00 5.00' - I 10,245 SF Pz
• , 0 8,831 SF 0 00 001
N19 38 52 W 5.00 0�, o ^, N o0o LOT 32 0
cot! 0 0. 8,000 SF o
N70'21'08"E 25.57' K Oo ( TRACT E
i m N84'27'17"E N89'46'01 "E
L=77.49' I •�
O 101.85 N89046'01 "E 5.00' 117.02
TRACT A , ` 0 ,=30.60''01 1 00 0.0 100' -4 F5.00' I
'" 17'25M H5 S2' 3'21 "E a,1 b N I l LOT 13 M
N89 46 01 E 1 I I 1* o b I 10,207 SF c^o _ 30.59 3 LOT 31 01
" 79. 40' � LOT 44 ^ 00 � 8,000 SF coo
to 8,600 SF ih
TRACT C °' N N89'46'01"E o " N89'46'01"E
'� w - - z N89 46 01 E - -
w I 5.00' 100.00' 100.00' 116.58'
to N I M LOT 46 n I 0Zvi I 5.00' 6.51 I 5 00'' I l 5.00'
00 9,446 SF 06 F) 3 :� .
z I ix
1 ro � ro � LOT 45 r- LOT 30 N I I rn LOT 14 rn
8,600 SF I n 10,202 SF
z M z vi 8 000 SF o
.05'
L=6.45', R=16.00'
1 A=23'05'01"
H=N65'51'39"E 6.40'
S12'35'50"E
3.50' /GAr LOT 6
�.
S89'43'49"E=7.86', R=19.50'����?; \ o.
7.69 �23'05'01" 'P��
,
H=N65'51'39"E 7.80' �s
8, R=19.50' o LOT 7
L=4.3'�• --�3.50'
12'52'02" �-
CH=N83'50'10"E 4.37' (TYP')
PUBLIC UTILITY EASEMENT
L=7.86 , R=19.50
A23'05'45" LOT 8
O'11 "W 7.81'
/ L=6.45', R=16.00'
' R=19.50' A23'05'45"
LOT 36 L=4.37�12'S1'17" CH=S24'10'11 "W 6.41'
CH=S6'11'40y W 4.37' N77'22'42"W 3.50'
I
DETAIL "B"
SCALE: 1 " = 30'
Curve Table
Curve #
Radius
Arc
Delta
Chord Bearing
Chord
C1
19.50'
12.24'
35'57'02"
N72'17'40"E
12.04'
C2
54.00'
152.11'
161'23'54"
N44'58'54"W
106.58'
C3
19.50'
12.24'
35'57'02"
S17'44'32"W
12.04'
C4
54.00'
56.51'
59'57'47"
N84'18'03"E
53.97'
C5
54.00'
30.00'
31'49'52"
S49'48'08"E
29.62'
C6
54.00'
15.00'
15'54'56"
S25'55'44"E
14.95'
C7
54.00'
50.60'
53'41'20"
S8'52'23"W
48.77'
N89'53'00"E 5.69'
L=3.58', R=19.50'
LOT 8
A10031'32"
SO'07'00"E
CH=S5'01'47"W 3.58'
�6.00'
N0013'59"W
-`'t
2.44':7/L�''
S89753'00"W 6.0
.00'
CITY OF BEND
- - - - - -
WATER EASEMENT
PUE (TYP)
I o
I�
I
LOT 9
7.81' r 00 t- 0a0 Oo ao
PUE (TYP) o
5.00' 30.00' (TYP) z 30.00' (TYP)
80.00, 100.00' _ _ 100.00' l 116.14' _ _ 260.00' _ _ (G
19.70 5 W N89 56 399.70 N89 56 35 W 200:00 N89'56'35"W 376.14'
» 30.00' (TYP) SO'03'25"W 30.00' (H)
N0003 25 E 30.00 � � NW JESSE PL
N8905635"W 129.85 N89056'35"W 260.00' N89'56'35"W 405.99'
NO'03'25"E 30.00' 30.00' (TYP) » ,
N89'56'35"W 100.00 N89056'35"W 635.84' SO 03 25 W 30.00
110.92' 128.48 396.44' (G)
I
SEE SHEET 3 TRACT D
SEE EXHIBIT "C"
LEGEND
0 DENOTES MONUMENT FOUND, SEE MONUMENT LIST
0 POST-MON SET 5/8" x 30" IRON ROD WITH ORANGE
PLASTIC CAP INSCRIBED "BECON"
O POST-MON SET 5/8" x 30" IRON ROD WITH 2"
ALUMINUM CAP INSCRIBED "BECON"
(#) SURVEY MONUMENT INFORMATION
1#1 SURVEY RECORD INFORMATION
ROW RIGHT OF WAY
BOUNDARY LINE
NEW LOT LINE
ADJACENT BOUNDARIES
- - - - - - - - - EXISTING EASEMENTS
---•-'-•-•-•-NEW EASEMENTS
1-\
BECON
CIVIL ENGINEERING
& LAND SURVEYING
0 60' 120'
1"=60'
JOB NO.: 17014
CLIENT: EMPIRE SHEVLIN, LLC
DATE: 01 /25/2021
DRAWN BY: EJH /AJH
DESCHUTES COUNTY SURVEYOR
FILED -4 I201 2ort 9. BY: PiLaL
549 SW MILL VIEW WAY
SUITE 100
BEND, OREGON 97702
(541) 633-3140
www.beconeng.com
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�REGON
D C. 16, 2009
ERIK J. HUFFMAN
70814
RENEWS: JUNE 30, 2023
SHEET 2 of 5
C"
TRACT C
HEVLIN WEST PHASES 1 AND Z
A SUBDIVISION OF THAT PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2018-48065.
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
SEE SHEET 2
N89'56'35"W 129.85' N89056'35"W 260.00'
S89046'01"W 7.00' NW JESSE PL
N89'56'35"W 100.00 N89'56'V12.9.40'
% 1 110.92' 128.48' I
11.98' NO'13'59"W 12.00'5.00'
12.00' PACIFIC POWER9'
N LOT 89 n EASEMENT
TRACT D
d 8,000 SF n 0o N89'46'01"E 7.00' o� N LOT 116 N��
30.00' (TYP) �- - � 00 00' 0 10,646 SF oN
30.00 (TYP) LOT 115
N89'46'01 "E � N =�
70
_ l 11,067 SF
100.00'
5.00' � 110.42' 84.44'
5.00' -- --
b b 0 o S89'56'35"E 194.85'
0 LOT 90 0
8,000 SF 00 000 N o, N
w M W 0o LOT 114
M' vs r rn0010 14,709 SF
N89046'01 "E N ;� V.
M 100.00' 0 0 0
3 S89056'35"E 172.87'
w
i� 0o LOT 91 0 o
Z I� 8,000 SF 000
5.00 O 0o LOT 113 h 2
5.00' 0 12,858 SF co
S89_46'01 "W 00
100.00'
LOT 92 rn S89'35'36"W
8,071 SF M i / 1 151.22 2S
o, L=36.19' 15.37' 89' ♦ H
Ci �9'00'55" 1 % % 62♦`3?9 j0'.
oo CH=S4 44 26 E 06'
36.15'
ril
80'45!06 W /
04.13 ► v LOT 112 4 / l 8?,89, N8 7.0.36"
v r �� <17,249 SFLOT 93c,•%9,380 SF d'•maOLOT 111 �00 5.00; �' �� $• 15,196 SF .� oo'LOT 110 L=5.11 p PUE (TYP) / ^ � 10,609 SF . M .
w N Z-Atp 1'�Z V� n \`' 00 %� In
L=7.84' /n LOT 109 o °'
' N � J 56�i p` �,�d� "4 0�,� 5.00' N �� 10,381 SF Z
y� l $ v'.cp`'�?• p` Or, ( I L=48.29 •-
�c ?• 0 a 4� •31' A13'10'35" � / N88'53'08"W
j�jt O � 2 2732" " L=8.73'
�p da• S74. CH=S83 46 42 E 99.99
LOT 94 �.Os ��, Off.S•�S 8`O2, 14 48.19' ��)Z L=2.42'
Or. 9 25.73 33.31 s 3 466, 5.00' 1
v < 10,906 SF . ?40 70' S 3'
�a �� .� p` sass S•1)\ 59.04 � •
9 N89'38'01 "E , 5. oo 3�' S3F :ry o ko
�oc cP�c,O;��• ,y0 /p0?2,20 1�S9 -283 �, N89 38 01 E 59.04 C8 ��`�'vorO• LOT 108 ^ ; vi
��zv
� /,5�y 2 ,mac t'r ` gyp`? j�9,691 SF %� ° Cr
.� , s
<� ``�� L 5.00' S S7' N89'38'01 "E I ♦ j Aj• A8�0' �� `Y •`v / ��ry
ry h .
�,�► cS. 44 .:34 • 59.04 Cg S �x.2� h O �o �
1piq% �. LOT 95 y� ??. ?9 6 ds, 0,4 + '�o�°; ,
11,178 SF o<o �S, �3;9-582 33.5 �„E 55.03 �CIO �;� �' p _
o� 4 �� ." 7`O /per 3 d=15.,�" 5. ooL=37.56'� r0o ♦
c3`� . L 5.00 ; 6 ,
• �14'20 42 3 2S•
10 222A .3 10,01159SF � N 4.01 w I- "' ���21�23S�
O O , / CH=S83'11 38 E M
9 LOT 97 37.46 �°j 60• \
8 .p rn 0 I
8,403 SF •`r' �o ai LOT 99 NW WOODSMAN
1. L=11.90' o LOT 98 ^� /o' 9 733 SF 5.00 LOOP
♦ ( 3'21'45" A=2043'42" " N 8,000 SF ' �.
I
10523 25�,y CH=N89'00 09 W y1 3.75
ftwo waft 11.90' 84.19' _67.82,p6
S89'38'01 "W 152.01' �•y'� �p0
0 60' 120'
ill =60'
Curve Table
Curve #
Radius
Arc
Delta
Chord Bearing
Chord
C8
210.00'
196.22'
53'32'06"
N63'35'57"W
189.16'
C9
180.00'
168.18'
53'32'06"
N63'35'57"W
162.13'
C10
150.00'
140.15'
53'32'06"
N63'35'57"W
135.11'
5
9
N36'49'54"W
57.07' • •� I
NW
" " WOODSMAN
SEE DETAIL D �� I
I LOOP
13 UUTES COUNTY SURVEYOR oR �roFILED BYes
o,o
G�P�N 0 • Zp2
sso.
io-
ss
�x SOS �O
F
N5310'06"E 6�
19.68' 19.
O �
b96
d'0 �O
00`00.
'49'54"E 24.46'
OF L=7.140, R=150.00'
s A=2'43'42"
`�O• CH=N51'48'15"E 7.14'
%10
.00' •`o 40E`
`-O
.00.
O
O �
�N53'10'06"E
0.04'
Ina
-L=8.57', R=180.00'
h=2'43'42"
CH=N51'48'15"E 8.57'
L=10.00', R=210.00'
�2'4342"
n `�\si CH=N51'48'15"E 10.00'
1
S53'10'06"W 19.63'-/ 30.00' (TYP)
L=35.81', R=150.00' '\
6=13040'41" 0
CH=N28'26'17"W 35.72' N�
1
1 �
1 door
L=30.02', R=430.00'
,&=4000'02"
CH=N66'29'10"E 30.02'
L=30.03', R=430.00'
,&=4'00'03"
CH=N70'29'12"E 30.02'
DETAIL "D"
SCALE: 1 " = 30'
DENOTES MONUMENT FOUND, SEE MONUMENT LIST
0 POST-MON SET 5/8" x 30" IRON ROD WITH ORANGE
PLASTIC CAP INSCRIBED "BECON"
O POST-MON SET 5/8" x 30" IRON ROD WITH 2"
ALUMINUM CAP INSCRIBED "BECON"
(#) SURVEY MONUMENT INFORMATION
[#1 SURVEY RECORD INFORMATION
ROW RIGHT OF WAY
BOUNDARY LINE
NEW LOT LINE
ADJACENT BOUNDARIES
- - - - - - - - - EXISTING EASEMENTS
-•-'-•-.-'-- NEW EASEMENTS
JOB NO.: 17014
CIVIL ENGINEERING
& LAND SURVEYING
CLIENT: EMPIRE SHEVLIN, LLC
DATE: 01 /25/2021
DRAWN BY: EJH/AJH
549 SW MILL VIEW WAY
SUITE 100
BEND, OREGON 97702
(541) 633-3140
www.beconeng.com
REGISTERED
PROFESSIONAL
LAND SURVEYOR
/ORDGON
DEC. 16, 2009
ERIK J. HUFFMAN
70814 ,
RENEWS: JUNE 30, 2023
SHEET 3 of 5
L
SHEVLIN WEST PHASES 1 & 2
A SUBDIVISION OF THAT PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2018-48065.
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 1-1 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON.
CITY OF BEND PLANNING FILE NUMBER PZ-20-0010
DECLARATION SIGNATURES
3-
KEyf"N SPENCER, MANAGER, EMPIRE SHEVLIN, LLC
ACKNOWLEDGMENT
STATE OF nCeAm,__
COUNTY OF S
I0? 1
DATE
ON THIS 94'-& DAY OF AA&rt�. , 2021, BEFORE ME PERSONALLY
APPEARED KEVIN SPENCER, MANAGER, EMPIRE SHEVLIN, LLC, WHO BEING DULY
SWORN, STATED THAT HE IS THE AGENT THAT IS AUTHORIZED TO EXECUTE
THE FOREGOING INSTRUMENT AND ACKNOWLEDGED, SAID INSTRUMENT TO BE HIS
VOLUNTARY ACT AND EED.
NOTARY PUBLIC D-�
PRINTED NAME:
NOTARY PUBLIC- Dire a--..
COMMISSION NO. QQ 24q D
MY COMMISSION EXPIRES C666Q✓ 11 , 20-41
CONSENT TO DECLARATION
APPROVALS
THIS PLAT OF SHEVLIN WEST PHASES 1 & 2 HAS BEEN EXAMINED AND
APPROVED BY:
z' e / V/-�
HOWARD M. DAY, VANAtR, 10 LOBO INVESTMEN LLC DATE D S U E COUNTY SURVEYOR DATE
ACKNOWLEDGMENT I HEREBY CERTIFY THAT ALL TAXES ARE PAID TO THIS DATE.
STATE OF t4P-4OL.
COUNTY OF GW4CS6C,
ON THIS Z3 RD DAY OF febroar!x 2021, BEFORE ME PERSONALLY
APPEARED HOWARD M. DAY, MANAGER, RIO LOBO INVESTMENTS, LLC, WHO
BEING DULY SWORN, STATED THAT HE IS THE AGENT THAT IS AUTHORIZED TO
EXECUTE THE FOREGOING INSTRUMEN ND ACKNOWLEDGED SAID INSTRUMENT
TO BE HIS VOLUNTARY � AN? DEED.
f
NOTARY PUBLIC
PRINTED NAME:
NOTARY PUBLIC- NGVCLd6i,
COMMISSION N0. IZ^ STOT-- 2
MY COMMISSION EXPIRES A-va us+ 3 20A:2.
DESCHUTES COUNTY SURVEYOR
FILED � lam! 2cLd - . BY:
Pit4=-
DESCHUfES COUNTY TAIR CULECTOR DATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS,
FEES, AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED ON THE
202t-202 .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.
&Zi��&
DESCHUTE COUNTY AS
c—
CITY OF BEND ENGINEER
CITY OF BEND PLANNAG
f,
(RECTOR
-1/4421
ATE
DATE
DATE
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY
OF ANY DEDICATION MADE HEREIN TO THE PUBLIC.
401
DESCHUTES COUNTY BOARD OF COMMISSIONERS
WATER RIGHTS STATEMENT
THERE ARE NO WATER RIGHTS APPURTENANT TO THIS PROPERTY.
JOB NO.: 17014
CLIENT: EMPIRE SHEVLIN, LLC
DATE: 01 /25/2021
DRAWN BY: EJH/AJH
CIVIL ENGINEERING
& LAND SURVEYING
549 SW MILL VIEW WAY
SUITE 100
BEND, OREGON 97702
(541) 633-3140
www.beconeng.com
a/
DATE
REGISTERED
PROFESSIONAL
LAND SURVEYOR
REVOX
D C. 16, 2009
ERIK J. HUFFMAN
70814
RENEWS: JUNE 30, 2023
PC
N
0
20 56
SHEET 5 of 5