HomeMy WebLinkAboutSurvey 20794NORTHWEST 1/16
BRENTWOOD CORNER OF SECTION 9
TRACT A SET PER (R2)
SET PER (R 1)
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W W
(N89 28'45"W 1301.70')R2
BASIS OF BEARINGS - N89029'30"W 1301.82'
555.02' (555.00)R3 (R4 - C7
(R4) G6
„E 122 g2, R4
(R4) .15140
E 122g2�
C5
BRENTWOOD AVENUE
(DEDICATION DEED
2014-11927)
C2
92)p1
' 3.15, 4055„E 1 2 g2
e
SE NINA AVENUE
746.80'
STONE CREEK, PHASES 10 AND 11
A TRACT OF LAND LOCATED IN THE SOUTHEAST ONE -QUARTER OF THE
CENTER -NORTH 1116
CORNER OF SECTION 9,, NORTHWEST ONE- QUARTER (SE1/4 NW1/4) OF SECTION 9
AS FOUND PER (R2) TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
-� ---- OCTOBER 2021
0
0
0
(N89 28'45"W)D1 co
S89029'30"E
88.39' 60.00' (R 7)
345 1 346 1 347 1 348 1 349 1350 1351 1352 1353 1 354 1 355 1 356 1 357
370 1 369 1 368 1 367 1 366 1 365 1364 1363 1 362 1 361 1 360 1 359
KI RA DRIVE
374 1 375 1376 1 377 1 378 1 379 1 380 1 381 1 382 1 383 1 384 1 385
230
o ui , (R 7)
358 W 269
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399 1 398 1 397 1 396 1 395 1 394 1 393 1 392 1391 1390 1389 1388 1387 I 60.00' 1 288
S85004'47"W 60.00'
(N85 05'44 "E 60.00')R5
405
� � S89 46'S5"E R5
404 DBC N89047'52 W
r
DBC 7DBC 89.94'
13 N89°28'40"W 96.58' C1 (89.94)R5
(S89 27'43E"EN 96.6c0 R5 177
(R8) 176 N00022'50"E 32.00'
ROLEN (SO`23'47"W 32.00)R5
gVI
178
N
ti
CEN TER- WEST 1 /16
CORNER OF SECTION 9,
SET PER (R5)
BROSTERHOUS ROAD
PZ-19-0862
REFERENCES
( )R1
"BRENTWOOD" BY MICHAEL W. TYE, LS 1046; RECORDED AUGUST 11, 2005 IN VOLUME 2005, PAGE 52910, DESCHUTES
COUNTY OFFICIAL RECORDS, AND FILED AUGUST 16, 2005, DESCHUTES COUNTY SURVEY NO. 16548.
( )R2
BOUNDARY SURVEY BY KEVIN J. BLAKLEY, LS 69432; FILED OCTOBER 8, 2013, DESCHUTES COUNTY SURVEY NO. 18596.
( )R3
PARTITION PLAT NO. 2014-4 BY KEVIN J. BLAKLEY, LS 69432; RECORDED FEBRUARY 5, 2014, IN VOLUME 2014, PAGE
03658, DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED FEBRUARY 12, 2014, DESCHUTES COUNTY SURVEY NO. 18656.
( )R4
"STONE CREEK, PHASE 1" BY KEVIN J. BLAKLEY, LS 69432; RECORDED APRIL 6, 2016, IN VOLUME 2016, PAGE 12943,
238
DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED APRIL 7, 2016, DESCHUTES COUNTY SURVEY NO. 19077.
( )R5
"STONE CREEK, PHASE 4" BY DANIEL T. BURTON, LS 2248; RECORDED JANUARY 28, 2020 IN VOLUME 2020, PAGE 04031,
STONE CREEK,
DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED JANUARY 28, 2020, DESCHUTES COUNTY SURVEY NO. 20117.
PHASE 6
( )R6
"STONE CREEK, PHASE 5" BY DANIEL T. BURTON, LS 2248; RECORDED AUGUST 26, 2020, IN VOLUME 2020, PAGE 43214,
DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED AUGUST 27, 2020, DESCHUTES COUNTY SURVEY NO. 20289.
( )R7
"STONE CREEK, PHASE 6" BY DANIEL T. BURTON, LS 2248; RECORDED DECEMBER 7, 2020, IN VOLUME 2020, PAGE 66198,
DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED DECEMBER 9, 2020, DESCHUTES COUNTY SURVEY NO. 20390.
( )R8
"TRI-PEAKS I" BY MICHAEL W. TYE, LS 1046; RECORDED FEBRUARY 13, 2003, IN VOLUME 2003, PAGE 10334, DESCHUTES
COUNTY OFFICIAL RECORDS, AND FILED FEBRUARY 19, 2003, DESCHUTES COUNTY SURVEY NO. 15272.
231 ( )R9
"STEVENS BOROUGH PHASE 1" BY MICHAEL W. TYE, LS 1046; RECORDED MAY 26, 2005, IN VOLUME 2005, PAGE 32490,
DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED JUNE 1, 2005, DESCHUTES COUNTY SURVEY NO. 16434.
( )R10
"TRI-PEAKS III" BY MICHAEL W. TYE, LS 1046; RECORDED DECEMBER 9, 2005, IN VOLUME 2005, PAGE 84730, DESCHUTES
COUNTY OFFICIAL RECORDS, AND FILED DECEMBER 13, 2005, DESCHUTES COUNTY SURVEY NO. 16704.
( )D1
DEDICATION DEED RECORDED APRIL 18, 2014 IN VOLUME 2014, PAGE 11927, DESCHUTES COUNTY OFFICIAL RECORDS.
270
286 W
Q
2
CL
289 0
cn
SE SLATE AVENUE W
o
OY
J
uj
Z W
pw�
a Z uj
406 407 408 409 410 411 412 413 414 415 416 �_ o o 308 307
DBC JZZcn
N89047'52"W i 500.00'
(SB9.46'55 "E 500. 00')R5
i
179 180 181 182 183 184 185 186 187 188 189 229 228
0
STONE CREEK, PHASE 4 N STONE CREEK,
°o 60.00' PHASE 5
N&r4T52" W,' (R6)
CURVE TABLE
CURVE #
RADIUS
ARC
CENTRAL
CHORD
LENGTH
ANGLE
C1
970.00'
6.14'
0021'46"
S4044'20"E 6.14'
(R5)*
(R5)*
(R5)*
(N4'43'23"W 6.14')R5
C2
505.00'
340.08'
38035'04"
S87027'33"E 333.69'
(D1)*
(D1)*
(D1)*
(N8726'48"W 333.69)D1
C3
425.00'
128.03'
17015'35"
N81 °52'43"E 127.54'
(D1)*
(D1)*
(D1)*
(N8153'28"W 127.54)D1
C4
440.00'
15.52'
2001'17"
N69010'40"W 15.52'
R4)*
(15.50')R4(2.01'05")R4
N69°09'49"W 15.50')R4
CURVE TABLE
CURVE #
RADIUS
ARC
CENTRAL
CHORD
LENGTH
ANGLE
C5
425.00'
286.21'
38035'04"
S87027'33"E 280.83'
(R4)*
(R4)*
(R4)*
(S8726'48"E 280.83)R4
C6
505.00'
51.13'
5048'05"
S76008'57"W 51.11'
(R4)*
(R4)*
(R4)*
(S76°09'43"W 51.11)R4
C7
210.00'
10.08'
2044'59"
S0050'58"E 10.08'
(R4)*
(10.07')R4
(2°44'50")R4
(SO'50'17"E 10.07')R4
LEGEND
• FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "SCE&S", SET PER (R5); UNLESS OTHERWISE NOTED
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL"
(D SET 5/8" IRON ROD WITH 1 1/2" ALUMINUM CAP MARKED "DOWL",
TO BE SET PER POST MONUMENT NOTE (SEE SHEET 1)
0 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL",
TO BE SET PER POST MONUMENT NOTE (SEE SHEET 1) ® 5/8 IRON ROD WITH ORANGE PLASTIC CAP MARKED "DOWL REFERENCE MON,
TO BE SET PER POST MONUMENT NOTE (SEE SHEET 1)
(R#)* RECORD DATA SAME AS MEASURED PER REFERENCE NOTED
PUE PUBLIC UTILITY EASEMENT
DBC FOUND MONUMENT DESTROYED BY CONSTRUCTION, SET 5/8" IRON ROD
WITH YELLOW PLASTIC CAP MARKED "DOWL", UNLESS OTHERWISE NOTED
DBC1 FOUND MONUMENT DESTROYED BY CONSTRUCTION, 5/8" IRON ROD WITH YELLOW
PLASTIC CAP MARKED "DOWL", TO BE SET PER PER POST MONUMENT NOTE (SEE SHEET 1)
N
1
so 0
SCALE IN FEET
DES CHUTES COUNT,%OWUNTY SURVEyonry
FILED LzOLOZZ o Cvlll✓lS
REGISTERED
PROFESSIONAL
LAND SURVEYOR
/� Lt.9-Z
�y-
OREGON
gp DECEMBER 11, 2012
9 BRIAN C. COURSEN
86998
RENEWS: 12/31/2023
FENCE ENDS;
NE CORNER LOT 12,
BEARS N43019'W 0.6'
�S52020'E 3.4'
S15°0TE 3.4'
- 341
S6044'W 3.7'
S48015'W 2.5'
X
POST AND RAIL
FENCE
CD
xco
I o N89050'10"W
ZZ
Lu N
I �
FENCE 1.9' EAST
x OF CORNER
2.0'
x
S13°02'W 8.1' 3421
N FENCE BEGINS;
n SE CORNER LOT 12,
u BEARS S11 007'W 1.3'
DETAIL
ill =20'
(� 20T9�► ,
STONE CREEK, PHASES 10 AND 11
A TRACT OF LAND LOCATED IN THE SOUTHEAST ONE -QUARTER OF THE
NORTHWEST ONE- QUARTER (SE1/4 NW1/4) OF SECTION 9
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
o OCTOBER 2021
�o PZ-19-0862
10.00,
IRRIGATION EASEMENT
Ss
° PER 2017-08559
BRENTWOOD
17
C9
Lo
I
rn
341
12
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6
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S89029'30"E 88.39'AIDEDoTI1N 2�1C5_1 N3°20'17"W 6.00'
01qJ16��
g2 � C49
�C50
1455,1� 122
S9059'55"E 4.00' 0 o N7048'38'W 4.00'
N�3 m o
--'-- / 3° 1� 55„„� N 16°45'05"W 4.00'
�N73014'55"E 16.00'
00.
C1p - 6.01' C2 _ C48 S16045'05"E 4.00' p
C46 - - - - - - C47 N7°03'57"W 4.00' m
° ,�
W S5 1618E 4.00 340
14,426 S.F. _ N M
N N a o 71,845 S.F.
o ^/ � O
ROUND POST AND RAIL FENCE o 0 o rn
SEE DETAIL - SHEET 2 ^ N
ON /� . °
co ° Vcy) M
It -
I RR,GA pON EASE 1 p'pp'-�.�� 2
ER 2 p17 8559 /
EASEMENT CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C46
511.00'
136.06'
15015'19"
S87038'39"E 135.65'
C47
515.00'
16.13'
1 047'38"
N83049'52"E 16.12'
C48
511.00'
86.38'
9041'08"
N78005'29"E 86.28'
C49
419.00'
49.38'
6045'10"
N76037'30"E 49.35'
C50
415.00'
15.85'
2011'17"
N81 °05'43"E 15.85'
C51
419.00'
32.71'
4028'21"
N84025'32"E 32.70'
C52
425.00,
28.53'
3050'47"
S88035'07"W 28.53'
S89049'50"E 586.49'
N89050'10"W 96.31'
7.03'
342
ko
6
SE NINA AVENUE
4,175 S.F.
�U
ce)
S89049'50"E 623.42' - - - - - -
618.42'
I
0 5.00'
N
U
0O
N89028'40"W 89.65'
Oco
C13
N89049'50"W 595.00,
60
0
N
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0
N
N
0
0
U)
0
0
O
co
O
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0
M
343
4,030 S.F. I
50.00,
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
50.00'
I
TYPICAL
TYPICAL J
co
30.00' 30.00'
PUE DETAIL'A'
SHEET 4
PUE DETAIL'A'
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N89028'40"W 89.59'
I
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0 '
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- 3 684 S.F. N
O
co N
' 3,685 S.F. N
0
O N
co 3,686 S.F. N
O N
3,688 S.F. N
0
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3,689 S.F. N
O N
- 3,690 S.F. N
O N
N 3,691 S.F. N
O CV
N 3,692 S.F. N
O N
N 3,693 S.F. N
O N
N 3,695 S.F. N
N
N 3,696 S.F. N
N 4,108 S.F. N
O
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344 oO
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0
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0
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0 0
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0 0
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0 0
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0 0
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4,034 S.F.
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z
z
z
z
z
z
z
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z
z
z
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0
LV °°
N M
W 0
� 0
50.00, 45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00' 45.00'
45.00'
45.00'
50.00'
N89028'40"W 89.69'
N89047'52"W
595.00'
N
I�
371
N
N °
I oo
4,552 S.F. `
cn
m z
-
O�
w
370
M
w
369 N
o
w
368 N
o
w
367 N
o
w
366 N
o
w
365 N
o
w
364
0
w
363
0
w
362 Lo
0
w
361 b
0
w
360 'D
0
w
359
0 358 0
C16
3,841 S.F. o
3,669 S.F. N
�
3,690 S.F. N
�
3,690 S.F. N
N
0
3,690 S.F. N
N
0
3,690 S.F. N
N
0
3,690 S.F. N
N
3,690 S.F. N
N
3,690 S.F. N
N
3,690 S.F. N
N
3,690 S.F. co'
N
3 690 S.F. N
N 4 100 S.F. N
G
O
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0
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0
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C24 I 7.59'
o C 18
C17 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 50.00'
C22 C 9 S89047'52"E 507.59
0
C23 _ C21 KI RA DRIVE
S89047'52"E 507.49'
I
6 372
10.00,
IRRIGATION EASEMENT --�I
PER 2017-08559
I
TYPICAL
PUE DETAIL'B'
SHEET 4
SEE SHEET 4
40 0 40 80
SCALE IN FEET
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C2
505.00'
340.08'
38035'04"
S87027'33"E 333.69'
C3
425.00'
128.03'
17015'35"
N81 °52'43"E 127.54'
C8
505.00'
44.76'
5004'42"
S70042'22"E 44.74'
C9
505.00'
30.02'
3024'21"
S74056'53"E 30.01'
C10
505.00'
30.02'
3024'21"
S78021'14"E 30.01'
C11
505.00'
235.28'
26041'41"
N86035'46"E 233.16'
C12
210.00'
39.14'
10040'42"
S8000'48"W 39.08'
C13
210.00'
8.41'
2017'37"
S1 031'38"W 8.41'
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C14
210.00'
47.54'
12058'18"
S6051'59"W 47.44'
C15
10.00,
18.68'
107003'25"
S53054'33"W 16.08'
C16
265.00'
78.03'
16052'14"
N80059'52"W 77.75'
C17
420.00'
37.46'
5006'36"
N87014'34"W 37.45'
C18
420.00'
42.27'
5045'57"
N81048'17"W42.25'
C19
420.00'
79.73'
10052'34"
N84021'35"W 79.61'
C20
10.00,
13.84'
79018'08"
N39016' 14"W 12.76'
C21
450.00'
118.84'
15007'51"
S82013'57"E 118.49'
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C22
450.00'
41.38'
5016'09"
S72001'57"E 41.37'
C23
450.00'
160.22'
20023'59"
S79035'52"E 159.38'
C24
235.00'
82.15'
20001'43"
S7902444"E 81.73'
C25
180.00'
16.82'
5021'18"
S10040'29"W 16.82'
C26
180.00'
23.93'
7037'00"
S4011'20"W 23.91'
C27
180.00,
40.75'
12058'18"
N6051'59"E 40.67'
SEE SHEET 4
D E:
238
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269
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0
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
3-9-Z Z.
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2023
DE-SCHUTESU &� TV SURIV Elycli
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STONE CREEK, PHASES 10 AND 11
A TRACT OF LAND LOCATED IN THE SOUTHEAST ONE -QUARTER OF THE
NORTHWEST ONE- QUARTER (SE1/4 NW1/4) OF SECTION 9
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
� CITY OF BEND, DESCHUTES COUNTY, OREGON
OCTOBER 2021
371 PZ-19-0862
I SHEET 3
i30.00'
30.00'
370
369
368
367
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SEE SHEET 3
N89047'52"W 507.
45.00' Y 45.00'
10.00'-- J
IRRIGATION
EASEMENT
PER 2017-08559
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TYPICAL PUE DETAIL 'B'
1 It
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363 1 362 1 361 ( 360
45.00' T 45.00' T 45.00' T 45.00'
359
45.00'
10.00,
I
IRRIGATION
Lo
EASEMENT I
U
PER 2017-08559
402 I
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176 DBC
45.00'
45.00'
45.00'
45.00'
45.00'
DBC1 45.00'
45.00'
45.00'
1.00'
45.00'
45.00'
k-
DBC1
N89047'52"W 500.00'
NO CAP
� NO CAP
DBC
DBC
40 0 40 80
179
180 181 182
183
184
185
186
NOT RESET
187
NOT RESET
188
STONE CREEK, PHASE 4
SCALE IN FEET
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
Cl
970.00'
6.14'
0021'46"
S4044'20"E 6.14'
C28
205.00'
71.63'
20001'12"
S79024'28"E 71.27'
C29
480.00'
13.77'
1 °3839"
S70013'12"E 13.77'
C30
10.00,
12.47'
71025'21"
S35019'50"E 11.67'
C31
10.00,
17.27'
98056'08"
N49050'54"E 15.20'
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C32
480.00'
38.72'
4037'17"
S82059'41"E 38.71'
C33
480.00'
37.64'
4029'33"
N87033'05"W 37.63'
C34
480.00'
38.72'
4037'17"
N82059'41"W 38.71'
C35
1030.00'
20.85'
1 °09'35"
SOO11'58"E 20.85'
C36
1030.00'
45.05'
2030'21"
I N2001'56"W 45.04'
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C37
1030.00'
34.36'
1054'40"
S4014'27"E 34.35'
C38
1030.00'
100.25'
5034'37"
N2024'28"W 100.21'
C39
970.00'
4.67'
0016'33"
N5003'30"W 4.67'
C40
1030.00'
4.96'
0016'33"
S5003'30"E 4.96'
C41
970.00'
1 45.18'
1 2-40-07"
S3051'43"E 45.17'
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C42
1000.00,
4.82'
0016'33"
N5003'30"W 4.82'
C43
1000.00'
78.02'
4028'13"
N2057'40"W 78.00'
C44
1000.00'
19.31'
1 006'23"
N0010'22"W 19.31'
C45
1000.00'
97.33'
5034'37"
S2024'28"E 97.30'
1.00,
50.00'
DBC
NOT RESET
189
INITIAL POINT
NE CORNER LOT 189,
STONE CREEK, PHASE 4
1
0
60.00' 1 308
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2023
W-A
DESCHUTES CO 'Y SURVEYOR
BY: Ct�l� ns