HomeMy WebLinkAboutSurvey 21096Deschutes County Official Records
Steve Dennison, County Clerk 2023-13067
a
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 SOUTHEAST ONE —QUARTER OF 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:
LOTS 340 AND 341 OF STONE CREEK, PHASES 10 AND 11, WITH
THE INITIAL POINT BEING A 5/8—INCH IRON ROD WITH YELLOW
PLASTIC CAP MARKED "DOWL" AT THE NORTHWEST CORNER OF SAID
LOT 341.
CONTAINING 86,271 SQUARE FEET, MORE OR LESS.
SURVEYOR'S NARRATIVE
SO-UTH VILLAGE OF STONE CREEK
A REPEAT OF LOTS 340 AND 341, STONE CREEK, PHASES 10 AND 11
IN THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER
OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE
WIL METTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
PLDD20210220 MAY 2023
DECLARATION APPROVALS
REGISTERED KNOW ALL MEN BY THESE PRESENTS, Eastside Bend, LLC, OWNER, HAS
PROFESSIONAL CAUSED SAID LANDS TO BE SURVEYED AND RE —PLATTED INTO LOTS AND
LAND SURVEYOR TRACTS,_ IN ACCORDANCE WITH THE PROVISIONS OF O.R.S. CHAPTER 92; AND
HEREBY DEDICATES TO THE PUBLIC FOREVER PUBLIC ACCESS EASEMENTS OVER
( TRACTS A THROUGH E; AND HEREBY GRANTS THE SEWER EASEMENTS TO THE
CITY OF BEND AS SHOWN ON THIS PLAT; AND HEREBY GRANTS THE PRIVATE
OREGON WATER AND PRIVATE STORM SEWER AND
AND PRIVATE UTILITY
JMUARY 15, 1987 EASEMENTS POWER, NATURAL GAS, CABLE AND TELECOMMUNICATION FOR
DANIEL T. BURTON
2248 THE BENEFIT OF THE LOTS IN THIS PLAT AS SHOWN; AND HEREBY SUBMITS
RENEWS 12/31 /23 FOR APPROVAL AND RECORD THIS SUBDIVISION PLAT.
THE PURPOSE OF THIS SURVEY WAS TO REPLAT THOSE LOTS DESCRIBED IN THE "SURVEYORS GARY ILLER, MEMBE astside Bend, LLC
��— Z L,3 DATE
CERTIFICATE". CONTROL FOR THIS SURVEY WAS BASED ON A BOUNDARY SURVEY BY SUN COUNTRY
ENGINEERING AND SURVEYING, INC., RECORDED AS CS18596, THE PLAT OF STONE CREEK, PHASES 10
AND 11 BY DOWL, AND ALL OTHER REFERENCED SURVEYS SHOWN ON THIS SURVEY PLAT, AND ACKNOWLEDGMENT
EXISTING MONUMENTS FOUND AND SET IN THE FIELD DURING THE COURSE OF THOSE SURVEYS.
BASIS OF BEARINGS IS THE WEST LINE OF THE SUBJECT PROPERTY, BETWEEN RECORD MONUMENTS STATE OF C44 �O A1)A
FOUND ON THIS LINE PER CS18596 AND THE PLAT OF STONE CREEK, PHASES 10 AND 11, WITH THE SS
BEARING FOR THIS LINE TAKEN FROM CS18596.S �
COUNTY OFL __j
THE NORTH BOUNDARY LINE WAS HELD AS THE SOUTH RIGHT—OF—WAY LINE OF BRENTWOOD AVENUE, l.�L l7CL►� 1 A. -
FROM THE MONUMENTS FOUND ON SAID RIGHT OF WAY LINE PER THE PLAT OF STONE CREEK, PHASES ON THIS DAY OF �a 2023, BEFORE ME A NOTARY
10 AND 11. THIS LINE IS ROTATED TO THIS PLAT BEARING BASE. PUBLIC IN AND FOR THE STATE F 84€�, PERSONALLY APPEARED
THE REMAINING LINES WERE HELD PER THE PLAT OF STONE CREEK, PHASES 10 AND 11, ROTATED TO GARY G. MILLER, MEMBER, Eastside Bend, LLC, TO ME PERSONALLY
THIS PLAT BEARING BASE. KNOWN OR PROVED TO ME BY SATISFACTORY EVIDENCE TO BE THE
ALL MONUMENTS WERE HELD IN THEIR FOUND POSITION. MONUMENTS FOUND AND SET DURING THE IDENTICAL PERSON HEREIN DESCRIBED, WHO EXECUTED THE FOREGOING
COURSE OF THIS SURVEY ARE AS SHOWN ON THE SUBJOINED SURVEY PLAT. DECLARATION AND ACKNOWLEDGED TO ME THAT HE DID SO FREELY AND
PLATE INDEX VOLUNTARILY FOR THE PURPOSE THEREIN NAMED.
PLATE 1: OVERALL MAP, APPROVALS, ACKNOWLEDGMENT,
SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE
PLATE 2: EAST PORTION OF PLAT
MWG,4ee-T-
PLATE 3: WEST PORTION OF PLAT
PLATE 4: EAST PORTION EASEMENTS Notary Public for the State of CAU-oRAvIN
PLATE 5: WEST PORTION EASEMENTS (Signature)
My Commission Expires
�GIGUST �� 02�0.2�
(Spell Out Month, 2 Digit Date, Complete Year)
cZ 3 :H1 6 3
INITIAL Commission No.
POINT
—r
1 45
12074 44 1
0AI,W AKA
� � II'I�I"I'lII IIII'�I'IIIII�IIIII IIIIIII�III IIIIII
01482975202300130670050054
D-PLAT Cnt=1 Pgs=5 5tn=7 06/01/2023 10:46 AM
$60.00 $11.00 $61.00 $10.00 $6.00 $148.00
DESCHUTES COUNTY SURVEYOR
DESCHUTES COUNTY SURVEYOR
CITY OF BEND PLA A16 DIRECTOR
2023
Z/ 2023
2023
, 2023
DESCHUTES COUNTY COMMISSIONER
NOTE: SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY
THE CITY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC.
G' O
CERTIFY TAXES ARE PAID AS OF THIS DATE
X 4Fjj,,- 4r klr;tr,f Tftwc
2023
DESCHUTES COUNTY TREASURER & TAX COLLECTOR
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL
ASSESSMENTS, FEES, AND OTHER CHARGES REQUIRED BY LAW TO BE
PLACED ON THE 2021-2022 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 M E.
DESCHU'rES CGKJNTY///ASSESSOR
6" of ` , 2023
(Printed Name) eTHERE ARE NO WATER RIGHTS APPURTENANT TO THIS PLAT.
SQ FT
1355
1
BRENTWOOD AVENUE
I
SQ FT
43
'
I
3490
SQ FT
------
I
I29
2585 I
L--
--
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--J cc
_
_ _
— — — — — —
-- ---
�
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38 I
I 35 I
1— 32 I
W
I 2140 I
I 2215 1
1 2563 1
I 28 I
TRACT E
I SQ FT I
I SQ FT I
1 SQ FT 1
I 1278 I
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37 I
�— I 34 I
I 31 1
�-
27
I
1
1
1
I 1240 I
I 1248 I
I 1247 I
I 1278 I
I
1
1 SQ FT
SQ FT 1
( SQ FT 1
I SQ FT
1 42
41
40 39
11456 1051 1051 1763
ISO FT
SQ FT
SQ FT SQ FT
1 36 I
I 33 I
I 30 I
26
I
I 2172 1
I 1989 I
I 1987 I
2035 I
1
1
1--SQ FT ----I
1----SQ FT --I
I--SQ FT ----I
1
----SQ FT ---
SE NINA AVENUE
PREPARED BY: SUN COUNTRY ENGINEERING &SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
14
1904 I
I SQ FT I
I 2695 I
1 13I 1279 I
— ---�
I SQ FT I
I SQ FT 1
I
25
I I
19 I
12
2531
I 1277
( 1279 I
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24 I
I 18 I
I 11 I
1 1278 (
( 1277 I
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1 SQ FT (
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SQ FT
23
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1 1278
1 1277 I
I 1279 I
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I 1277 !
1279
1 SQ FT I
15
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' 1749 1
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1 1156 1
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I 1155 I
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1153 I
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1152
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I 1150 I
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1829 I
I ---SO FT.--J
SCALE. 1 "=40'
0 40
W.O. # 7515b-3-5 PLATE ONE OF FIVE
SOUTH VILLAGE OF STONE CREEK
A
REPEAT OF LOTS
340 AND 341,
STONE CREEK, PHASES 10 AND 11
IN
THE SOUTHEAST
ONE -QUARTER
OF THE NORTHWEST ONE -QUARTER
LEGEND
O = SET 5/8" IRON ROD WITH CAP MARKED "SCE&S"
= FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED "DOWL" PER (R1), OR AS NOTED
(R1) = PLAT OF STONE CREEK, PHASES 10 AND 11 BY
BRIAN COURSEN (CS20794)
(R2) = PLAT OF TRI-PEAKS III BY MICHAEL TYE (CS16704)
(R3) = SURVEY BY KEVIN BLAKLEY (CS18596)
DrasckWTES COUNTY SURVEYGRI
rj p 0 Z Lam✓ Z3 Ya C,o 110
OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE PaoFess�oNn�.
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON LAND SURVEYOR
Curve Table PLDD20210220 MAY 2023
Curve
Radius
Length
Chord
Bearing
Delta
C22(M)
425.00
128.03
127.54
S81 °53'29 W
17015'39'
C22(R1)
425.00
128.03
127.54
S81052'43W
17015'35"
C29
505.00
20.57
20.57
N76043'19'E
2020'00"
C30
505.00
20.99
20.22
N74024'3CY E
2017'39'
C31
425.00
52.95
52.92
S86057'05'VV
7008'19'
C32
425.00
64.75
64.69
S79001'03'W
8043'47"
C33
1 425.00
1 10.32
1 10.32
1 S73-57'25W
1-23'29"
�- BRENTWOOD AVENUE
(RIGHT OF WAY DEDICATION PER 2014-11927)
(D1) =
DEDICATION DEED - DOCUMENT NO. 2014-11926
(D2) =
DEDICATION DEED - DOCUMENT NO. 2014-11927
EXISTING PUE EASEMENT PER (R1)
PUE=
PUBLIC UTILITY EASEMENT
i
PSDW=
PRIVATE STORM/PRIVATE DOMESTIC WATER
EASEMENT
C22 G32
PNCT=
PRIVATE UTILITY EASEMENTS (POWER, NATURAL GAS,
i
C33
'
i
CABLE AND TELECOMMUNICATION)
p,55'
N
>>
(M) =
MEASURED
2292�RM�
N�OR
3.15,
40"E � 6 3/
M
I �
N�3
M
20
2695
i
SO FT
I
N
"
cov
I
I
"N
(
N89'48'53"W 63.47'
I
C3 4 /
o
25
to
V to
19
I
IN
a
a
2531
�
o
0
9
C29
SO FT
(
N
C14
SO FT
I
N
PNCT/PSDW EASEMENT (TYPICAL)
I
I
I
I
S89'49 00" E 63.48
S89'48, 53" E 63.47
aog
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1278
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1277
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0
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r=-
z
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UU,w�
m z= m
1
I S89'49'00"E 63.48' 1
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I
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w=
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63.47'
N89'48'53"N
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( S89'49'00"E 63.48' I
( S89'49'00"E 63.48'
1
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1
1
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N89'48'53"W 63.47' I
'o
I I
0 26 1
2035 I
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I 2036
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I
15
2035
io
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L- -
------------ -I
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I
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cV
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PNCT/PSDW EASEMENT (TYPICAL)
-J
_
_______________
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /23
40.00
SEE PLATES 4 & 5 FOR ADDITIONAL EASEMENT INFORMATION I
S89'29'30"E 88.39'(R1)
S89'28'45"E 88.33'(M)
C31
10.73'
20.00'
57.60'
!^
_____________
PNCT/PSDW EASEMENT (TYPICAL)
14
co
0
01749
I 1904
i
►
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I o
( M
I SO FT
I
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1
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S89'48'44"E 63.57'
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N89'4853"W 57.49'
1
13
"N
W
"N
6
I N
1279
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r
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>
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7
N
1156
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N89'48'53"W 63.57'
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N89'48'53"W 57.42'
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(
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N89'4853"W 57.34'
1
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1153
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I
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N89'48'53"W 57.27'
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I
S89'48'53"E 57.19'
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I N89'48'53"W 63.57'
I
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N89'4853"W 57.12'
1
I
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I 8
I 2038
0
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0
1
1829
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SO FT
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rf)
L----------------I
-
---- -- -
(
PNCT/PSDW EASEMENT (TYPICAL)
20.00' ! 63.48' 1 63.48' 1 20A0' 63.47' l 63.57' 1 20.00' 1 57.00'
N89'48'53"W(M) 586.49'(M)(R1)
S89'49'50"E(R1)
N E.-o
I I SE NINA AVENUE 30.00'
a a
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
30.0a
N ICD
W
W o
w ft�
U
J z
0
Q ~
W0
W
_ o
0
CD
SCALE:1 "=20'
0 20
W.O. # 7515b-MF-S PLATE TWO OF FIVE
cc
c"
G�Sz1o9s
SOUTH VILLAGE OF STONE CREEK
A REPEAT OF LOTS 340 AND 341, STONE CREEK, PHASES 10 AND 11
IN THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER
OF SECTION 9, TOtiYNSHIP 18 SOUTH, RANGE 12 EAST OF THE
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
PLDD20210220 MAY 2023 Curve Table
INITIAL �
� POINT
? S68 09'16
B.SS, F
PNCT/PSDW
EASEMENT
(TYPICAL)
0
^o
1
I
z
rn
I 45
0
0-0
1 SO FT
3
a�
M
I
I
M
V
I
N
/\
� LU
I
T
co co 0
i
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�
M
I
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K) 3
L_-------
z M
27.29'
�
.-.
_
cn
z ^
0
O
0
Q �
6 0
N
inz
o
27.72'----
N
I
�
I
� O I
o N I
LO I 42
N 1450
o~ ,�}� SOT
J
� JI
vO�
-------
! i 28.02'
DISTURBED BY
CONSTRUCTION
REPLACED
84.40,(4j
21• ss, S68'1 p 01
F 84 41'
(R1)
_1 33 9U'
L - - - - - - \
44
N
M
I
I
0
i
SO FTLO
w
I
In
1 43
N
1 0
z
I SO FT
I
i
PNCT/PSDW
(EASEMENT
I (TYPICAL)
------J 44.91'
S89'47'25"E 92.32'
A PUBLIC ACCESS
EASEMENT
TRACT E OVER THE IENTIIRDETY OFD
2201 SQ FT TRACT E BY THIS PLAT
N89'47' 5"W 92.43'
- 20.12'- - --20.12'-- -
N
0
N
to
41
Lo 1047
N SO FT
0
0
LO 40
1046
M SO T
R
0
20.12' - � -
20.12'
----24.47'---
I
I
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39 I
1757
SO FT I
N
I
con
I
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I
I
28.00'
FENCE LOCATION DETAIL
SCALE: 1 "20'
N89'27'43"W 0.42'
-S52' 18'37"E 3.40'
t
\,,..�S15'01'37"E 3.40'
--S6'45'23"W 3.70'
S48' 16'23"W 2.50'
w
x
LN
00
SO'09'23"W 17.45'
oM N
► N89'50'03"W 1.90'
z %
LOT 42
:=j
0
1
LEGEND
O = SET 5/8"IRON ROD WITH CAP MARKED "SCE&S"
= FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED "DOWL" PER (R1), OR AS NOTED
(R1) - PLAT OF STONE CREEK, PHASES 10 AND 11 BY
BRIAN COURSEN (CS20794)
(R2) = PLAT OF TRI-PEAKS III BY MICHAEL TYE (CS16704)
SURVEY BY KEVIN BLAKLEY (CS18596)
DEDICATION DEED - DOCUMENT NO. 2014-11926
DEDICATION DEED - DOCUMENT NO. 2014-11927
MEASURED PUE= PUBLIC UTILITY EASEMENT
PSDW= PRIVATE STORM/PRIVATE DOMESTIC WATER EASEMENT
PNCT= PRIVATE UTILITY EASEMENTS (POWER, NATURAL GAS,
CABLE AND TELECOMMUNICATION) �-
BRENTWOOD AVENUE
518" IRON ROD (RIGHT OF WAY DEDICATION PER 2014-11927)
C23 WITH 1.5" ALUMINUM CAP
MARKED "DOWL' PER (R1)
} � ` EXISTING PUE EASEMENT PER (R1)
L'44 �- EXISTING PUE EASEMENT PER (R1) a a
i
C45 SEE PLATES 4 & 5 FOR ADDITIONAL EASEMENT INFORMATION
� 1
C2 CZg
C25
C26 i C27
PNC
C35 30 I-- --- EASEMENT (TYPICAL) ---------------, --PNCT/PSDW EASEMENT (TYPICAL),
6.17 Un -� I �! 1
`� 32 rT1
301 , °I 38 M M 35 I '`� ( 0 r-
F---1
SO FT I ( SO FT I I SO FT
N orn
00 too,
N N 1 S89'48'53"E 59.27' (CD
C3 °Q I S89'48'49"E 62.02' I °0 I S89'48'49"E 61.98' 1 rn
A
Curve
Radius
Length
Chord
Bearing
Delta
C21(M)
505.00
340.08
333.69
S87026'48"E
38035'04"
C21(R1)
505.00
340.08
333.69
S87°27'33"E
38035'04"
C23(M)
505.00
44.70
44.69
S70041'25'E
500419'
C23(R1)
505.00
44.76
44.74
S70042'22"E
5004'42"
C25
505.00
49.70
49.68
S82051'24'E
5038" 9'
C26
505.00
20.03
20.03
S86048'43"E
2016'21"
C27
505.00
62.09
62.05
N88031'47"E
7002'39"
C28
505.00
62.75
62.71
N81 026'53"E
7007'09"
C34
40.00
9.19
9.17
N83012'40W
13009'32"
C35
60.00
13.78
13.75
N83012'40W
13009'32"
C44(M)
505.00
30.02
30.01
S74055'44"E
3024'21"
C44(R1)
505.00
30.02
30.01
S74-56-53"E
3024'21"
C45(M)
505.00
30.02
30.01
S78020'05"E
3024'21"
C45(R1)
505.00
30.02
30.01 1
S78021-14"E
3°24'21"
C34 6.17 `- '~
41
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----------------J
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Q o
PNCT/PSDW EASEMENT (TYPICAL)
L S89'35'44"E 61.57'(M)
_!
71.49'
.1 20.00'
1
62.02'
!
61.98'
!
N89'48'S3"W(M) 586 49'(M R1
S89-49'50"E(R1)
SCALE: 1 � 20'
M
SE NINA AVENUE AtIl 95551
Q, a o 20
1
REGISTERED
PROFESSIONAL
LAND SURVEYOR
t 518" IRON ROD WNPC MARKED
t "SCE&S" PER TRIPEAKS III (CS16704) DESCHUTES COUNTY SURVEYOROREGON
SE CORNER LOT 15 JANUARY 15, 1987
�j
HELD
• DANIEL T. BURTON
By.. [it 2248
RENEWS 12/31 /23
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 W.O. # 7515b-MF-S PLATE THREE OF FIVE
S89'50'03"E 96.27'(M)
N89'50'10"W 96.31'(R1)
LEGEND
SOUTH VILLAGE OF STONE CREEK
PUBLIC UTILITY EASEMENT AND
PRIVATE EASEMENT (PSDW)
BY TH IS PLAT
A REPEAT OF LOTS 340 AND 341 , STONE CREEK, PHASES 10 AND 11
IN THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER
OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
EXISTING PUE EASEMENT PLDD20210220 MAY 2023
EASEMENT LINE TABLE
LINE
BEARING
LENGTH
L1
N3019'32"W
6.00'
L2
S7047'53'E
4.00'
L3
S9059'1O"E
4.00'
L4
N73015'40"E
59.05'
L5
S16044'20"E
4.00'
L6
N73015'40"E
16.00'
L7
S16044'2O"E
--�I�Ic.��jr���r-��=�y�I•��I.r�
4.00'
44.19' PRIVATE UTILITY EASEMENTS
(POWER, NATURAL GA(Z, CABLE
AND TELECOMMUNICATION)
(PNCT) AND
PRIVATE EASEMENT (PSDW)
BY THIS PLAT
IN PERIMETER AREA OF LOTS
PSDW= PRIVATE STORM/PRIVATE DOMESTIC WATER EASEMENT (OUTSIDE OF DASHED AREA)
CREATED BY THIS PLAT, BENEFITS LOTS CREATED BY THIS PLAT EXCLUDES EXISTING PUE Xw
EASEMENT CURVE TABLE
Curve
Radius
Length
Chord
Bearing
Delta
C36
425.00
28.53
28.53
S88035'52W
3050'47'
C37
419.00
32.71
32.70
S84026'1 & VV
4028'21"
C38
415.00
15.85
15.85
S81 °06'29"W
2011'1 T'
C39
419.00
49.38
49.35
S76038'15W
6045'10"
C40
511.00
1 86.44
1 86.33
1 N78006'25"E
1 9041'30"
� - BRENTWOOD AVENUE
(RIGHT OF WAY DEDICATION PER 2014-11927)
EXISTING PUE EASEMENT PER (R1)
N
C38
PNCT= PRIVATE POWER,
NATURAL
GAS, CABLE AND
TELECOMMUNICATION EASEMENT CREATED BY THIS
PLAT,
BENEFITS LOTS CREATED BY
THIS PLAT
Lj
I
L39
/
20
�
/
1
00
i�
2695
sQ �
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EXISTING PUE
L6
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EASEMENT PER (R1)
w
---------------
E 4
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L48
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L108 -----
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L107
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PRIVATE UTILITY EASEMENTS (POWER, NATURAL
GAS, CABLE AND TELECOMMUNICATION) (PNCT) AND
PRIVATE EASEMENT (PSDW) BY THIS PLAT
IN PERIMETER AREA OF LOTS
(OUTSIDE OF DASHED AREA)
EXCLUDES EXISTING PUE
PRIVATE UTILITY EASEMENTS
(POWER, NATURAL GAS, CABLE
AND TELECOMMUNICATION)
(PNCT) AND 40.00
PRIVATE EASEMENT (PSD"
BY THIS PLAT
IN PERIMETER AREA OF LOTS
SCALE: 1
�0=20-9
(OUTSIDE OF DASHED AREA)
EXCLUDES EXISTING PUE
0
20
G36
777
C37
---
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---------
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L----------------I
-----------------
L106
N
�N L14
J
J
PRIVATE UTILITY EASEMENTS (POWER, NATURAL GAS, CABLE AND
TELECOMMUNICATION) (PNCT) AND PRIVATE EASEMENT (PSDWj BY THIS PLAT IN
PERIMETER AREA OF LOTS (OUTSIDE OF DASHED AREA) -EXCLUDES EXISTING PUE
SE NINA AVENUE
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
EASEMENT LINE TABLE
LINE
BEARING
LENGTH
L12
SOO11'OT'1!V
10.00,
L13
N89051'58W
2.02'
L14
N89051'58W
49.98'
L15
NO°10'34'E
22.06'
L16
NO°11'O7'E
22.02'
L17
NO°10'34'E
20.12'
L18
N0011'07'E
20.12'
L19
SOO11'07W
22.06'
L20
SO° 10'34"W
22.06'
L21
S89048'48"E
50.01'
L22
SOO11'07VVV
9.98'
L23
N89051'58W
1.98'
L24
N0010'11"E
22.09'
L25
N0011'16"E
22.13'
L26
NO°11'16"E
20.12'
L27
N0010'11"E
20.12'
L28
S0011'15'VV
22.06'
L29
NO'10'11"E
22.06'
L30
N89048'48W
49.98'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
CHUTES COUNTY SURVEYOR
`� •
k•
�
FfM ()(,-g /0 zYi
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /23
W.O. # 7515b-MF-S
PLATE FOUR OF FIVE
co
cc
cft
C�21oss
pR��q TF
UTJj1�
I
I
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I
-- L90 -
- L89 --
-- L88 --
I
I
1
I
-- L86-- I
*L85
PRIVATE UTILITY EASEMENTS
(POWER, NATURAL GAS, CABLE
AND TELECOMMUNICATION)
(PNCT) AND
PRIVATE EASEMENT (PSDW)
BY THIS PLAT
IN PERIMETER AREA OF LOTS
(OUTSIDE OF DASHED AREA)
EXCLUDES EXISTING PUE
SOUTH VILLAGE OF STONE CREEK
A REPEAT OF LOTS 340 AND 341 , STONE CREEK, PHASES 10 AND it
IN THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER
OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
PLDD20210220 MAY 2023
LEGEND
PUE= PUBLIC UTILITY EASEMENT
PSDW= PRIVATE STORM/PRIVATE DOMESTIC WATER EASEMENT
CREATED BY THIS PLAT
BENEFITS LOTS CREATED BY THIS PLAT
CT= PRIVATE POWER, NATURAL GAS, CABLE AND
TELECOMMUNICATION EASEMENT CREATED BY THIS
PLAT, BENEFITS LOTS CREATED BY THIS PLAT
EXISTING PUE EASEMENT
EASEMENT CURVE TABLE
LINE
BEARING
LENGTH
L9
N700250"W
4.00'
L10
N5015'10"VV
4.00'
L11
N13°22'06"E
6.01'
EASEMENT CURVE TABLE
Curve
Radius
Length
Chord
Bearing
Delta
C41
515.00
16.13
16.13
N83051'OO"E
1047'40"
C42
511.00
136.06
135.65
S87037'30"E
15015'19"
C43 1
511.00 1
86.44
1 86.33 1
N78°06'25"E
I 9'41'30"
BRENTWOOD AVENUE
(RIGHT OF WAY DEDICATION PER 2014-11927)
PRIVATE UTILITY EASEMENTS (POWER, NATURAL GAS,
CABLE AND TELECOMMUNICATION) (PNCT) AND
PRIVATE EASEMENT (PSDW) EXISTING PUE EASEMENT PER (R1)
EXISTING PUE EASEMENT PER (R1) BY THIS PLAT
IN PERIMETER AREA OF LOTS
(OUTSIDE OF DASHED AREA) g
EXCLUDES EXISTING PUE
~_ _`- ---- C42 o C41 J
--------------
30, 1----------- -----� 1------- L74------- 1----------------�
1 20.00' I I I L66 ,
30, I 38 I I 35 I I 32 I
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1 IJ I j I �_j (0cn
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LJ I , I_ W I I I I
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S89'35'44"E 61.57'(M)
PRIVATE UTILITY EASEMENTS (POWER, NATURAL GAS,
CABLE AND TELECOMMUNICATION) (PNCT) AND
� SE NINA AVENUE PRIVATE EASEMENT (PSDW)
"' BY THIS PLAT
IN PERIMETER AREA OF LOTS
(OUTSIDE OF DASHED AREA)
EXCLUDES EXISTING PUE
SCALE: 1`20'
20 0 20
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
DESCHUTES COUNTY SURVEYOR
'rim cG z zo F3Y: col t'
r'.>tJ m
PUBLIC UTILITY EASEMENT AND
PRIVATE EASEMENT (PSDW)
BY THIS PLAT
EASEMENT LINE TABLE
LINE
BEARING
LENGTH
L58
NO°11'07"E
10.04'
L59
N89048'14'E
2.00'
L60
N0011'OO"E
22.04'
L61
N0011'02"E
22.37'
L62
N0011'02"E
20.12'
L63
N0011'OO"E
20.12'
L64
NO°1 VOO"E
22.08'
L65
N0011'02"E
21.74'
L66
S89048'14 VV
50.00,
L67
NO°11'07'E
10.01,
L68
N8904853W
2.16'
L69
N0011'45W
22.09
L70
NO°10'33'E
22.05'
L71
N0010'33'E
20.12'
L72
N001145'W
20.12'
L73
N0011'45'W
22.06'
L74
N89048'53"VV
50.26
L75
NOO10'33'E
22.06
L76
N0011'07'E
10.03'
L77
N89049'00"E
2.00'
L78
N0011'00"E
22.05'
L79
N0011'07'E
22.37'
L80
N0011'07'E
20.12'
L81
N0011'OO"E
20.12'
L82
N0011'OO"E
22.05'
L83
N89°26'10W
50.00'
L84
NO°11'07'E
22.38'
L85
NOO12'35"E
3.94'
L86
S89047'28'E
22.09
L87
NO°1O'5O"E
45.02'
L88
N89047'28W
20.12'
L89
N89047'28'W
20.12'
L90
N89047'28'W
22.04'
L91
SO° 1 O'50"W
46.06'
L92
S89047'25"E
22.06
L93
S89047'25'E
0.19,
L94
SO° 12'35W
3.33'
L95
S89047'26"E
19.93'
L96
S89047'25'E
22.07'
L97
SOO14'19"W
49.00'
L98
N89047'26VV
22.04'
L99
N8904726W
20.12'
L100
N890 47'26W
3.30'
L101
N0 12 34 E
4.00
L102
N89047'26W
18.78'
L103
NOO14'19"E
48.33'
L104
S89047'25'E
22.85'
L105
N0014'19"E
2.00'
L110
N89048'14'E
50.00'
L111
S89048'53'E
49.85'
L112
N89049'O0"E
50.00'
L113
S89047'28'E
22.06'
L114
N89047'29WW
22.06
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /23
W.O. # 7515b-MF-S PLATE FIVE OF FIVE
�$ 21096