HomeMy WebLinkAboutSurvey 20926GRIZZLY RIDGE PHASE 2
LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND,
DESCHUTES COUNTY, OREGON
PLLD20210114 - SEPTEMBER 2022 ,
Curve Table \
Curve Radius Length Chord Bearing Delta (R6) S2932'04'E 10.02'(M) \
Cl(M) 1859.86 190.00 189.92 S51°35'42W 5°51'12' N29'26'53"W 10.06'(R6)
Cl(R6) 1859.86 189.83 189.75 S51°34'04W 5°50'53' 50' ; •� `\
C2 51.00 24.86 24.61 N75°56'29W 27°55'40"
C3 51.00 58.29 55.17 S57°21'02W 65°29'19' DOCUMENT NO. \
p r' 2008-17138
C4 51.00 46.81 45.19 S01 °41'26'E 52°35'38" s
. C5 1859.86 28.98 28.98 S49°06'53W 0°53'34'
C6 1859.86 60.49 60.49 S50°29'3& W 1 °51'49' ��� � \;i 0-
C7 1859.86 52.50 52.50 S52°14'00'1N 1°37'02'
C8 1859.86 47.83 F47.83 S53°46'44W 1 °28'26' /\� Zc� F r��� �YNG $9la`��
�O
pip o ��2gOp01`Q1> PQ`
0'
6 \%/ � 33
6521 SQ FT90 �1* ��
32
6282 SQ FT
S13150'11 "E 1/2-IRON ROD
SFNF(R6)--.- 00 �� 4 2.08'(M)(R7) , NO CAP (R5) N
�%� G 31 4 2.09 (P1) � N
5854 SQ FT SEE DETAIL'
5817 SQ FT �p ,0 coo
SCALE.' 1 `40' .�`Oya >. ti \ \ / 9 13:24' �+ Pi) io!
�Ie
82.25'
SFNF(R6)
Ld
v
LL.I
M
N N
cl 6
`°
65'
3 3
=
o
I-
o p
p N
N
00
SFNF(R6)
Ld
Z
(R6) -�
1' BRASS
DISK
MARKED
"PARAMETRIX"
(R6)-HEL
CAP GONI
LOT 7
SFNF(R6)--_-N
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
BASIS OF BEARINGS(P3) �+ M,1� INITIAL
POINT
i 2� 9� (P3)
L,.,NO'03'00"W 30.00'
NE LUERSEN PLACE
(P3)-HELD - - - - - - -
v �
a
o ,
NN
0
��
a�
S29°00'27 E
2.08'(M)
2.09'(P1)
W
�\O
0)
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fn
DETAIL'A'
1"=10'
Deschutes County Official Records
Steve Dennison, County Clerk 2022-35388
q��J£ccoG2� IIIIIIIII III IIIIIIIIIIIII f I� I IIIIIIIIIII IIIIII III
01457184202200353880010011
D-PLAT Cnt=1 Pgs=1 Stn=2 09/23/2022 08:54 AM
$50.00 $11.00 $61.00 $10.00 $6.00 $138.00
EDESCHUTES COUNTY SURVEYOR
oq z6 zaZZ 6Y:
SHEET INDEX
PLATE 1: NOTES, OVERALL SITE, SHEET INDEX
PLATE 2: EASEMENT DETAILS, TABLES
PLATE 3: EASEMENT DETAILS, CURVE & LINE TABLES
PLATE 4: APPROVALS, SURVEYOR'S CERTIFICATE, SURVEYOR'S
NARRATIVE, DECLARATION, ACKNOWLEDGMENT, EASEMENT
DETAILS, CURVE & LINE TABLES
LEGEND
• = FOUND PER NOTED RECORD
O = SET 5/8" IRON ROD WITH CAP MARKED "SCE&S"
(P1) = "WOODWARD HIGHLANDS" PLAT BY HWA (CS17477)
MONUMENT=5/8" IRON ROD W/YPC MARKED "HWA"
(P2) = "SUMMIT RIDGE" PLAT BY PETE MANLEY (CS16525)
MONUMENT=5/8" IRON ROD W/YPC MARKED "HWA"
(P3) = GRIZZLY RIDGE" PLAT BY DAN BURTON (CS19635)
MONUMENT=5/8" IRON ROD W/YPC MARKED "SCE&S"
(R1) =
SURVEY
BY
M. TYE (CS15173)
(R2) =
SURVEY
BY
AUBREY PERRY (CS02732)
(R3) =
SURVEY
BY
GEORGE COLVIN (CS02725)
(R4) =
SURVEY
BY
M. TYE (CS15165)
(R5) =
SURVEY
BY
AUBREY PERRY (CS02716)
(R6) =
SURVEY
BY
CHRIS ROBINSON (CS20806)
MONUMENT=
5/8" IRON ROD W/YPC MARKED PARAMETRIX"
(R7) = SURVEY BY DAN BURTON (CS19403)
(D) = DOCUMENT NO. 2020-51513
(D1) = DOCUMENT NO. 2018-29137
(C) = CALCULATED (M) = MEASURED
SFNF= SEARCHED FOR, NOT FOUND
R/W = RIGHT OF WAY
NOTES
1. SEE PLATES 2, 3 & 4 FOR EASEMENT
DESCRIPTIONS AND DIMENSIONS, GRANTED BY THIS
PLAT.
` 2. EASEMENT RIGHT OF WAY FOR DITCHES AND
R�
CANALS FROM THE STATE OF OREGON TO WESLEY
RECORDED MARCH 16, 1918 IN BOOK
REGISTERED
Q G�
J. SMITH,
22, PAGE 637 IS BLANKET IN NATURE.
PROFESSIONAL
`OT
3. EASEMENT FOR ONE ANCHOR, TO PACIFIC
LAND SURVEYOR
1S
POWER & LIGHT COMPANY, RECORDED DECEMBER
COT
55, PAGE 161, DOES NOT
' 14
DEFINE ANNEXACT LOCATION.00K
OREGON
4. SEWER EASEMENT TO CITY OF BEND RECORDED
FEBRUARY 1, 1996 IN BOOK 398, PAGE 1837,
JANUARY 15, 1987
DANIEL T. ON
FALLS ENTIRELY WITHIN THE EXISTING RIGHT OF
WAY OF BUTLER MARKET ROAD.
RENEWS 12/31/23
CLIENT: ROSENGARTH INVESTMENTS
W.O. # 9138-03
PLATE 1 OF 4
3
0
ry
M
iS 20926
GRIZZLY RIDGE PHASE 2
LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND,
DESCHUTES COUNTY, OREGON
PLLD20210114 - SEPTEMBER 2022
DESCHUTES COUNTY SURVEYOR
ALE ZG ZoZZ BY:
E! 145
PUBLIC UTILITY EASEMENTS
32
6282 SQ FT
31
5854 SQ FT
33
6521 SQ FT
5817 Q FT L51 L51
L52
1-1/ / `�� L83
�.��/g( 18
/ / �41-/ co 9955 SQ FT
29 L54 1-1/ r V-ZL85
5317SQFT 19 O
��/ 7386 SQ FT �\j
S 19
28
5432 SQ FT
00 /
27
6240 SQ FT / Z
M
w
�i 4
26
6489 SQ FT 1 (0 J
L6611 D
J
25 I rn m
6596 SQ FT 1 a
v,
L71
4b/ / 189
/ 20 \ 'b
% 6031 SQ FT
15.00'
U,
( b/
21
8235 SQ FT
-0
100
r----- L78
IN
5.00'
22
I
4800 SQ FT
I -L76
C1
L79TI
L80 1
a�Jo l
5.00' --�
F-
LL I
LU
w
Z
m
W
Z
5.00,
Easement Line Table
LINE
BEARING
LENGTH
L39
N89°57'00'E
69.13'
L40
N16°44'05W
33.50'
L41
N24'30'40"E
5.46
L42
N64°47'49'E
43.58'
L43
S28°30'04'E
2.00'
L44
N28°30'04W
27.44'
L45
N61 °29'56'E
3.88'
L46
N25°3525W
3.14'
L47
N64°45'54'E
45.41'
L48
N64°45'54'E
6.98'
L49
N54°53'56'E
42.84'
L50
S33°59'51"E
3.64'
L51
N56°00'09 E
4.21'
L52
S33°43'14'E
3.72'
L53
N54°53'55" E
51.59'
L54
N29°39'39 E
0.67'
L55
N29'39'39 E
49.88'
L56
S68°22'00 E
3.76'
L57
N21 °40'57'E
3.98'
L58
S68°23'34'E
3.20'
NE LUERSEN PLACE
Easement Line Table
LINE
BEARING
LENGTH
L59
N29°39'39 E
48.14'
L60
N29°39'39 E
32.15'
L61
S0°05'07"W
13.16
L62
S89°41'02 E
2.93'
L63
NO"18'58" E
4.25'
L64
N89°59'53' W
2.97
L65
SO°07'16'W
30.25'
L66
S89°38'27'W
3.60'
L67
SO°18'57'W
5.47'
L68
S89*41'03'E
0.79
L69
S0°1857"W
32.20'
L70
N31'09'59'E
9.09
L71
S89°41'08" E
31.66
L72
OMMITT
ED
L73
OMMIT
D
L74
S89°46'02 E
3.59'
L75
NO°06'06'E
4.55'
L76
N90°00'00'1N
1.09,
L77
NO°08'53"W
30.45'
L78
S89'46'09 E
105.18'
SCALE.' 1 "=40'
0 40
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
C9
51.00
5.03
5.03
S27°25'59 W
5°39'04"
C10
51.00
5.11
5.11
S21 °44'1 VW
5°44'26'
C11
51.00
20.16
20.03
S76°26'09W
22°39'02'
C12
OMMITTED
C13
56.00
32.47
32.02
S47'09'40W
33'13'34'
C14
56.00
43.15
42.09
S1°52'32 E
44°08'54"
C15
56.00
2.67
2.67
S25°18'54'E
2°43'59'
24 23 I
6338 SQ FT 4824 SQ FT 001 cq REGISTERED
1 PROFESSIONAL
LAND SURVEYOR
LOT 8 LOT 9 RIDGE JAOREGON
NUARY 15, 1987
SUMMIT LOT 10 LOT 11 DANIEL T.BURTON
RENEWS 12/31/23
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
Easement Line Table
LINE
BEARING
LENGTH
L79
SO'13'51' W
2.W
L80
S89'46'09 E
7.46'
L81
NO°05'06'E
33.00'
L82
SO°05'06'W
40.04'
L83
S17"15'55W
6.00'
L84
N16°44'OS W
14.00'
L85
N17*15'56'E
6.00'
L86
NO°08'53"W
44.67'
L87
N29°39'39 E
36.46
L88
N29°39'39 E
70.92'
L89
S56°29'36'E
68.59
L90
NO°05'06'E
56.09
L91
N16°44'OS W
19.05'
L92
S56'29'36'E
72.84'
L93
N29°39'39 E
6.75'
L94
N54'53'55" E
96.36'
L95
N75'01'00W
19.09,
L96
N53'53'26'W
9.12'
L97
N16°44'06 W
77.41'
PUBLIC ACCESS EASEMENTS &
CITY OF BEND SEWER EASEMENT
BALL EASEMENTS ENTIRELY
ACCESS &SEWER EXCEPT AS NOTED
NOTE: PRIVATE CROSS DRAINAGE
EASEMENT EXISTS WITHIN ALL PUBLIC
ACCESS EASEMENTS
31
5854 SQ FT
32
6282 SQ FT
22.00
i
i
tov 30 / /L32
v 5817 SQ FT
L37
10.00' �� \ / �, hy5
/ 29
5317 SQ FT
L24 THIS AREA ONLY -PUBLIC L2
ACCESS EASEMENT, L1
NO SEWER EASEMENT /
28 10.00
5432 SQ FT
05
/ CO
10.00
27 /'co
6240 SQ FT
rr /
L15
I
J
26
6489 SQ FT I J
I � J
L14
I
25 I N 00
6596 SQ FT I J
�I 22.00
Its
24 1 rn
6338 SQ FT I J J
L10
19 0
y 5.00 7386 SQ FT
\SS6.
29,
\ �n
\
20.00
F \
20
6031 SQ FT 5.00
21
8235 SQ FT
N89'47'12"W 120.00'
22.00'
S89'47'12"E 120.00'
LOT 8 LOT 9 R, D G E
SUMMIT LOT10
CLIENT: ROSENGARTH INVESTMENTS
22
4800 SQ FT
23
4824 SQ FT
LOT 11
F-
LU
W
T
U)
Q
m
w
Z
33
6521 SQ FT
2.00
18
9955 SQ FT
NE LUERSEN PLACE
Easement Line Table
LINE
BEARING
LENGTH
L1
S29°39'39W
5.01'
L2
S29°39'39W
5.01'
L3
S29°39'39W
30.36
L4
OMMIT
D
L5
SO°05'OTVV
10.9T
L6
SO.05-OT W
18.04'
L7
S0°05'07'W
22.00'
L8
S0°05'07'W
40.00'
L9
S0°05'07'W
40.37'
L10
S89°55'53" E
22.09
L11
N0*05'07'E
40.46
L12
NO°05'07'E
40.00'
L13
N0°05'07E
40.00'
L14
S89'41'03" E
20.00'
L15
S89`41'02 E
22.00'
L16
S89'41'08" E
20.00'
L17
N0°05'07E
12.64'
L18
N29°39'39 E
32.41'
L19
N29*39'39 E
47.64'
W.U. # U1.5b-U.5
Easement Line Table
LINE
BEARING
LENGTH
L20
N29°39'39 E
43.13'
L21
N50°48'35W
62.94'
L22
N50°48'39 W
10.49
L23
S32°54'14W
52.26
L24
S46°06'05'E
0.49
L25
N43°53'551E
52.16
L26
N32°54'14'E
10.06'
L27
N32°54'14'E
10.06'
L28
N50°48'35W
76.48'
L29
N54°535FE
41.28'
L30
S33°43'14" E
10.00,
L31
N54°53'55" E
46.95'
L32
N64°47'49 E
6.98'
L33
S29°58'17'E
8.84'
L34
N64°47'49 E
49.40'
L35
S28°30'04'E
20.W
L36
S64°47'49W
48.84'
L37
S54°53'55W
21.07'
L38
S68°23'34'E
10.10,
PLATE 2 OF 4
N
0
N
CS 20926
EFILED
UTES COUNTY SURVEYOR
'R v BY: Co l ih
CITY OF BEND WATER EASEMENTS
19
7386 SQ FT
L161 C19
L162 - L160
C18
COBW
L 163G G,LO
20 L164�</(-5
6031 SQ FT /
L165--,,
COBW C2
C25 L225
L166 L168
L167
21
8235 SQ FT F-
LU
LU
H
L169 U)
N Z
JO1r- Q
COBW J -j m
22 L171-
4800 SQ FT
L173
L174----
L175
COBW
23 L176-
4824 SQ FT
Easement Line Table
LINE
BEARING
LENGTH
L98
S29'58'17'E
8.84'
L99
S64'45'54W
47.45'
L100
N29°58'17'W
21.15'
L101
S60'01'43W
2.00'
L102
S60°01'43W
2.00'
L103
N29°58'1T'W
20.82'
L104
S64°45'54W
4.98'
L105
S33'43'14"E
10.00,
L106
N54°53'55'E
45.OT
L107
N33°43'14W
21.16'
L108
S56°16'45'W
2.00'
L109
S56°16'45'W
2.09
L110
N33'43'14W
21.29
1-111
N54'53'55'E
49.59
L112
N68'23'34W
10.10'
L113
S29°39'39W
51.8T
L114
N68°23'34W
21.03'
L115
S21'36'25'W
2.09
L116
S21 °36'26"W
2.00'
L117
N68'23'34W
20.47'
L118
S29°39'39W
45.33'
L119
S81 '43'55'E
10.74'
L120
S29'39'39W
25.78'
L121
N81 *43'55"W
21.67'
L122
S8'16'05"W
2.00'
L123
S8°16'09 W
2.00'
L124
N81'43'55W
20.10'
L125
S29-39-39W
28.71'
-L 178
-L177
179
Easement Line Table
LINE
BEARING
LENGTH
L126
S78'56'22"E
10.59
L127
N29'39'39"E
30.36'
L128
N78°56'22'1N
19.99'
L129
S11 °03'39 W
2.00'
L130
S11'03'38W
2.00'
L131
N78'56'22W
21.33'
L132
N29'39'39"E
32.45'
L133
S89'41'02"E
22.00'
L134
SO'O5'OT'E
6.93'
L135
S89°41'02"E
20.59'
L136
SO'18'59 W
2.00'
L137
SO°18'58'W
2.00'
L138
S89°41'02"E
20.61'
L139
SO°05'07'E
40.00'
L140
S89'41'03'E
22.00'
L141
SO'05'07'E
36.00'
L142
N89°41'03W
20.79
L143
SO°18'5-P W
2.09
L144
SO'18'5-P W
2.00'
L145
N89°41'03W
20.72'
L146
SO'O5'OT'E
36.00'
L147
S89*41'08'E
20.00'
L148
SO°05'07'E
40.00'
L149
N89°41'09 VV
20.83'
L150
SO* 18'52"W
2.00'
L151
SO'18'52"W
2.00'
L152
N89'41'09 W
20.85'
L153
SO°05'07"E
38.55'
SCALE. 1 "=40'
0 40
NE LUERSEN PLACE
Easement Line Table
LINE
BEARING
LENGTH
L180
N64°4554"E
6.81'
L181
N29'39'39"E
0.56
L182
N29°39'39"E
0.6T
L183
N29'39'39"E
4.06
L184
SO°05'OT'W
7.45'
L185
SO°05'OT'W
4.03
L186
SO°05'OT VV
10.95'
L225
N78°56'22W
GRIZZLY RIDGE PHASE 2
LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND,
DESCHUTES COUNTY, OREGON
Easement Line Table PLLD20210114 - SEPTE.MBER 2022
LINE
BEARING
LENGTH
L154
NO°05'07'E
2.09
L155
N89'46'02W
20.72'
L156
SO°13158"VV
4.09
L157
SO* 13'58"W
4.00'
L158
N89'46'02W
20.71'
L159
SO'05'OT'W
2.00'
L160
N8°48'08"E
3.00'
L161
S16°44'05'E
3.13
L162
N26'21'09W
3.09
L163
N42°36'49"W
2.00'
L164
N49'42'0-P W
5.00'
L165
N68°34'5O"E
3.09
L166
SO°05'OT'W
3.5T
L167
S89'54'53'E
2.00'
L168
SO°05'W W
6.19
L169
S89°46'09"E
2.00'
L170
SO°05'OTW
11.81'
L171
S89'57'31"E
2.00'
L172
NO'05'05'E
11.80'
L173
N89'54'53W
2.09
L174
SO°05'0T'W
4.99'
L175
SO'05'07"W
5.01'
L176
N89'54'53"VV
2.01'
L177
SO°00'25'W
5.00'
L178
SO'04'41'W
5.00'
L179
S89'46'02"E
2.09
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
C18
51.00
7.75
7.74
N85°33'06W
8'42'26"
C19
54.00
9.11
9.10
N86°01'54W
9'40'04"
C20
51.00
22.09
21.91
S52°42'15'W
24'48'45"
C21
54.00
16.63
16.56
S56'12'28W
17°38'34"
C22
56.00
6.93
6.92
S43'50'32W
7'0518"
C23
51.00
5.85
5.84
S24°42'127E
6°34'05"
C24
54.00
3.80
3.80
S23'26'05"E
4'01'51"
C25
54.00
3.74
3.73
S27°25'54'E
3°57'47'
C26
12.00
17.08
15.67
S24'01'52W
81"3154"
C27
14.00
7.58
7.48
S49'1744W
31°00'10"
C28
14.00
4.77
4.75
S24*01'52W
19°31'34"
C29
14.00
7.58
7.48
S1'14'00"E
31 *00'10"
C30
14.00
26.48
22.71
N70'55'06 W
108'22'01"
C31
12.00
22.70
19.46
N70`55'05W
108°22'01"
C32
51.00
2.08
2.08
S88'55'41"W
2°20'01"
C33
51.00
20.16
20.03
S76'26'09W
22°39'02"
C34
12.00
18.82
16.95
S44'50'31"E
89'51'16"
C35
14.00
7.58
7.48
S15'24'58"E
31'00'10"
C36
14.00
14.38
13.76
S60°20'36"E
58'51'0T'
C37
14.00
7.58
7.48
S74'43'46W
31°00'1a'
C38
14.00
6.88
6.81
S45'09'29 VV
28'08'24"
C39 1
14.00
7.58
7.48
S15'35'12W
31°00'10"
C40
12.00
18.88
16.99
S45°09'29W
90'08'44"
C41
16.00
8.26
8.17
S14"52'23W
29'34'32"
C42
14.00
7.23
7.15
S14-52-23W
29°34'32"
C46
51.00
13.97
13.92
S32-27-08"W
15'41'30"
PRIVATE DRAINAGE EASEMENTS
BENEFIT LOTS 18-33, FOR
SURFACE DRAINAGE
NOTE: PRIVATE CROSS DRAINAGE
EASEMENT EXISTS WITHIN ALL
PUBLIC ACCESS EASEMENTS
L101 2.00'
31 L102 (TYP.)
5854 SQ FT
L104�� j _ PDE
L108
L109
L106 5
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C28
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(TYP.)
L105 C,3t
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29
(TYP.) ::�
L181 \G P�FP
5317 SQ FT
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19
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'
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, Z
L115
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L116-
�4 L1 13 2� A� (TYP.) (TYP.) `
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28
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5432 SQ FT i i
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L126;
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L122 L121 /'/Ll
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L130
L127
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-----------
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L141 m 3LLJ
20.00'
ACCESS EASEMENT
U)
(SEE PLATE
2)
Ll U
L143 -�--- --- ------ J i L140 C38
2.00'
G3� -1=____--J_-_
N89'46'09"W 107.97'
PDE
L144 -------------- ;
, '"
S89'46'09"E 107.97'
'
L 145
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' L146 j
L--------------- +
2.00'(TYP) 20.00'
2.00'(TYP)
MATCH
LINE
�~ (TYP.)
-I F
L148
L154
;o
L150 - i L147 i
-----L155 L156
, u7
L151
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
--------------
L152 L153
-------------J-� L157
\ L158
-1159 MATCH LINE /
IENT: ROSENGARTH INVESTMENTS
G33 C32
SCALE.' 1 "=20'
0 20
LEGEND
PDE = PRIVATE DRAINAGE
EASEMENT
F-
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Z
F
REGISTEREDOFESSIONAL
D SURVEYOR
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /23
W.O. # 9138-03 PLATE 3 OF 4
�;l
20926-
DECLARATION
KNOW ALL MEN BY THESE PRESENTS, THAT ROSENGARTH INVESTMENTS,
LLC, AND ANTHONY J. ROSENGARTH, FEE OWNER, HAVE CAUSED SAID
LANDS TO BE SURVEYED AND SUBDIVIDED INTO LOTS IN ACCORDANCE
WITH THE PROVISIONS OF O.R.S. CHAPTER 92; AND DOES HEREBY
DEDICATE TO THE PUBLIC FOREVER THE RIGHT-OF-WAY AS SHOWN; AND
DEDICATES TO THE PUBLIC THE PUBLIC UTILITY EASEMENTS AS SHOWN;
AND HEREBY DEDICATES TO THE PUBLIC THE PUBLIC ACCESS EASEMENTS
AS SHOWN; AND HEREBY GRANTS TO THE CITY OF BEND THE PUBLIC
SEWER EASEMENTS AND PUBLIC WATER EASEMENTS AS SHOWN; AND
HEREBY GRANTS THE PRIVATE DRAINAGE EASEMENTS AND PRIVATE
WATER EASEMENTS AS SHOWN; AND HEREBY SUBMITS FOR APPROVAL
AND RECORD THIS SUBDIVISION PLAT.
zg�
TONY JA E ROSENGARTH, member
of ROSENGARTH INVESTMENTS, LLC
Date
ANTHONY J.ROS N .ARTH Date
A
GRIZZLY RIDGE PHASE 2
LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND,
DESCHUTES COUNTY, OREGON
PLLD20210114 - SEPTEMBER 2022
ACKNOWLEDGMENT ACKNOWLEDGMENT
STATE OF�pr1 STATE OFF
cJ
Ss
COUNTY OF t COUNTY OF to I
THE FOREGOING INSTRUMENT WAS ACKN DGED BEFORE THE FOREGOING INSTRUMENT WAS ACKNOwIQGED BEFORE
E F EELY AND VOLUNTARILY ON THIS DAY OF ME FREE Y AND VOLUNTARILY ON THIS � DAY OF
2022 BY TONY JAMES ROSENGARTH, member 2022 BY ANTHONY J. ROSENGARTH.
of R SENGARTH INVESTMENTS, LL .
• -!9k �� �
NOTARY SIGN RE N ARY SIGNATURL"
T44, dcro'n& N
Z NO ARY PUBLIC FOR THE STATE OFO!C"CA
NO A YUBIPLIC FOR THE STATE OF
COMMISSION N0. O COMMISSION NO. 1006121
MyGor►Mi55io" �X��rGS Mo►rGh 31St Z�Z4 My LoMeV%iysion EXAi►-«
Oe(rer.%be' 14,rh 2,V11l
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 SHOWN
ON THIS SUBDIVISION PLAT MAP, AND THE FOLLOWING IS A TRUE AND CORRECT DESCRIPTION OF
SAID LAND TO —WIT:
A TRACT OF LAND LOCATED IN THE NORTHWEST ONE —QUARTER OF THE SOUTHWEST ONE —QUARTER
OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND,
DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, A 5/8—INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"SCE&S" AT THE INTERSECTION OF THE WESTERLY LINE OF THE PLAT OF WOODWARD HIGHLANDS
WITH THE CENTERLINE OF LUERSEN PLACE, A PUBLIC RIGHT OF WAY, SAID POINT ON THE NORTH
LINE OF THE PLAT OF GRIZZLY RIDGE; THENCE ALONG SAID NORTH LINE, S89'57'00"W 117.90 FEET
TO THE NORTHWEST CORNER OF SAID GRIZZLY RIDGE PLAT; THENCE SO'05'06"W ALONG THE WEST
LINE OF SAID GRIZZLY RIDGE PLAT 175.99 FEET TO AN ANGLE POINT ON SAID WEST LINE; THENCE
S89'29'34"W 30.00 FEET TO THE NORTHEAST CORNER OF LOT 11 OF THE SUMMIT RIDGE PLAT,
THENCE ALONG THE NORTH LINE OF SAID SUMMIT RIDGE PLAT, N89'57'53"W 265.92 FEET TO A
POINT ON THE EASTERLY LINE OF THAT CERTAIN TRACT OF LAND CONVEYED FOR RIGHT OF WAY IN
DOCUMENT NO. 2020-51845, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG SAID
EASTERLY LINE THE FOLLOWING COURSES: N25'17'32"W 44.21 FEET, THENCE NO'02'05"W 65.23
FEET; THENCE N40'49'23"E 181.62 FEET; AND N32'54'14"E 110.50 FEET TO THE SOUTHWESTERLY
CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED FOR RIGHT OF WAY IN DOCUMENT NO.
2020-16612, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE 189.80 FEET ALONG THE EASTERLY
LINE OF LAST —SAID TRACT, ALONG THE ARC OF A 1859.86 FOOT RADIUS CURVE, TO THE RIGHT,
THROUGH A CENTRAL ANGLE OF 5'50'50" (THE CHORD OF WHICH BEARS N51'35'31"E, 189.72 FEET)
TO A POINT ON THE EASTERLY LINE OF THAT CERTAIN TRACT OF LAND CONVEYED TO ANTHONY J.
ROSENGARTH IN DOCUMENT NO. 2018-29137, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE
ALONG SAID EASTERLY LINE THE FOLLOWING COURSES: S29'09'48"E 107.57 FEET TO AN ANGLE
POINT; THENCE S29'00'27"E 29.89 FEET TO AN ANGLE POINT; THENCE S13'50'11 "E 161.69 FEET TO
THE INITIAL POINT.
CONTAINING 111,950 SQUARE FEET, MORE OR LESS.
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO SUBDIVIDE THAT LAND
DESCRIBED IN THE "SURVEYOR'S CERTIFICATE". CONTROL FOR THIS
SUBDIVISION PLAT WAS BASED ON CS19403, A BOUNDARY SURVEY
OF PART OF THE SUBJECT PROPERTY, AND CS19635, THE PLAT OF
GRIZZLY RIDGE, BY SUN COUNTRY ENGINEERING AND SURVEYING, INC.,
USING EXISTING MONUMENTS FOUND AND SET IN THE FIELD DURING=LANDSURVEYOR
ED
THE COURSE OF THOSE SURVEYS, AND RIGHT OF WAY DEDICATIONS
PROFESSIONAL
PER DOCUMENT NO'S 2020-16612 AND 2020-51845, WHICH MATCH
CS20806 (R6), ROTATED TO THIS PLATS BEARING BASE.
BASIS OF BEARINGS IS THE EASTERLY LINE, BETWEEN RECORD��
MONUMENTS FOUND ON THE CENTERLINE OF LUERSEN PLACE, WITH
THE BEARING FOR THIS LINE TAKEN FROM THE RECORD PLAT OF
OREGON
GRIZZLY RIDGE, CS19635.
JANUARY 15, 1987
DANIEL T. BURTON
ALL MONUMENTS WERE HELD IN THEIR FOUND POSITION. MONUMENTS
2248
FOUND AND SET DURING THE COURSE OF THIS SURVEY ARE AS
SHOWN ON THE SUBJOINED SURVEY PLAT.
RENEWS 12/31 /23
APPROVALS
COUNTY SURVEYOR
CI TY 10F BEN
CITY OF BEND P
DIRECTOR
TY COMMISSIONER
2022
2022
2022
q"' . 2022
NOTE: Signature by the City of Bend constitutes acceptance by the City
of any dedication made herein to the Public.
Iceertify taxes are paid as
ofthisdate
UV �/�-
a��'�''� �
i'/,fit!►_
.�!
9r .7. 2022
DESP'HUTES COUNTY TFtWASUff & TAX COLLUCTM
I hereby certify that all ad valorem taxes, special assessments, fees,
and other charges required by law to be placed on the 2022-2023 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 me.
w
qJ
DESCHUTn COU
NOTE: There Are No Water Rights appurtenant to this property.
Easement Line Table
LINE
BEARING
LENGTH
L187
S16°44'05'E
6.07'
L188
N64°47'49"E
54.83
L189
S25'12'11"E
6.00'
L190
S64°47'49W
5.10'
L191
S29'58'17"E
13.24'
L192
N54°5355"E
25.73
L193
N36°48'05'W
15.26'
L194
N59°41'03'E
30.69
L195
S32°11'47'E
12.72
L196
N54°5355"E
4.01'
L197
S32°11'47'E
12.66'
L198
N56°26'44'E
37.08'
L199
N34`52'42"E
6.36'
L200
S60'49'56'E
12.14
L201-
4S60°49'56'E
15.76'
L
34'52'42 9
V1'
�1203
N56°26'44'E
41.09'
L204
N59'41'03'E
28.86'
L205
N16.44'OS W
65.70'
Easement Line Table
LINE
BEARING
LENGTH
L206
SO°05'06'W
22.00'
L207
N89°46'09W
114.00'
L208
NO°05'07'E
27AG
L209
N28°54'58'E
29.72
L210
N61 °0327 W
3.90'
L211
N61 °03'2Z W
11.87'
L212
S29°39'39W
3.85'
L213
S29°39'39W
9.37'
L214
SO°05'07"W
32.00'
L215
N89°46'09W
29.45'
L216
N0'13'51"E
7.96'
L217
S89°41'03"E
1.91,
L218
SO°00'51"E
31.62
L219
N32°33'43"E
9.99
L220
S89°41'08'E
4.73'
L221
S89°41'08"E
28.08'
L222
N32°33'43"E
8.59
L223
SO°00'51"E
32.77'
L224
S89°41'03'E
23.55'
L226
S29°39'39W
4.09
L227
SO°05'07'W
8.00'
Curare Table
Curve
Radius
Length
Chord
Bearing
Delta
C43
51.00
22.24
22.06
S77°36'IaVV
1 24°59'03"
2022
28
5432 SQ FT
27
6240 SQ FT
L21
L21
we]
26 J
6489 SQ FT
L215
L216--_�F7. _ ---- --
DESCHUTES COUNTY SU VEYO 'A
M o q Z(� Zo2Z B: Col f i2 S
PRIVATE WATER EASEMENTS
BENEFIT ADJACENT LOTS
33
6521 SQ FT
32
6282 SQ FT
31
5854 SQ FT
L19
6.00' ,rL189
L195 �L187
6 9p,`9�i
18
9955 SQ FT
L217-/i i L224
WIIM
25 1 I N
cV 22
6596 SQ FT —j I I J 4800 SQ FT
III
_`V�) L221
24
6338 SQ FT
F—
LU
LU
W
F--
fn
Z
d
m
LLI
Z
C43
❑(1
1 n-40'
40
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
20926
W.O. # 9138-03
PLATE 4 OF 4