HomeMy WebLinkAboutSurvey 20565Deschutes County Official Records
Nancy Blankenship, County Clerk 2021-42270
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PREPARED FOR
COUNTRYSIDE BEND, INC.
20505 MURPHY ROAD
BEND, OR 97702
COUNTRYSIDE, PHASE 1
LOCATED IN THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 18
SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DECLARATION DATE: FEBRUARY 19, 2021
KNOW ALL PERSONS BY THESE PRESENTS THAT COUNTRYSIDE BEND, INC. AN OREGON CORPORATION, IS THE OWNER OF THE PZ 20- 0175
LAND SHOWN ON THIS PLAT AND AS PARTICULARLY DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE, AND HAS
CAUSED THE SAME TO BE SURVEYED, AND PLATTED INTO LOTS, ROADS AND EASEMENTS AS SHOWN ON SAID MAP IN
ACCORDANCE WITH THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92;
AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE STREET RIGHTS -OF -WAY OF
SE COUNTRYSIDE PLACE, ABERDEEN DRIVE, SE WAGYU DRIVE AND ALLEYS;
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 1N THE PUE;
AND FURTHER DEDICATES A 10.00 FOOT PUBLIC PEDESTRIAN ACCESS EASEMENT OVER PORTIONS OF LOTS 29 AND 30 AS
SHOWN HEREON.
AND FURTHER GRANTS TO THE CITY OF BEND, THE WATER EASEMENTS AS SHOWN HEREON.
GRANTS
AND FURTHER �+ES TO ROATS WATER SYSTEM, INC., THE 5.00 FOOT IRRIGATION WATER EASEMENT OVER A PORTION OF
LOT 14 AS SHOWN HEREON.
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "COUNTRYSIDE, PHASE 1", HENCEFORTH TO BE SO
KNOWN.
BY: COU TRYSIDE BEND, INC. AN OREGON CORPORATION
BY.4
JOS ' FRANCS WARD
PRESIDENT OF COUNTRYSIDE BEND, INC.
ACKNOWLEDGMENT
STATE OF OREGON )
SS
COUNTY OF DESCHUTES )
ON THIS ;^A DAY OF : C! 14 20Z I BEFORE ME
PERSONALLY APPEARED JOSELE FRANCE WARD, PRESIDENT OF COUNTRYSIDE BEND,
INC., AN OREGON CORPORATION, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE
VOLUNT&" ACT AND DEED OF COUNTRYSIDE BEND, INC.
NOTARY SIGNATURE
NOTARY PUBLIC - OREGON (PRINTED NAME)
COMMISSION NO. 6a4 aH
MY COMMISSION EXPIRES jQrl i 01,*W9
CONSENT AFFIDAVIT
A SUBDIVISION PLAT CONSENT AFFIDAVIT BY J.L. WARD CO.,
HAS BEEN RECORDED ON +ft j 2021 AS INSTRUMENT
NUMBER OZI - 4DESCHUTES COUNTY OFFICIAL RECORDS.
ASSESSOR'S CERTIFICATE
HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES, AS REQUIRED BY ORS
92.095 TO BE PLACED ON THE 202JI 2017, TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME A LIEN DURING
THIS TAX YEAR, HAVE BEEN PAID TO ME.
DESCHUTES COUNTY ASSESSOR: �'�� r'(➢.1 � � 7 -1(0
DATE
I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
DESCHUTES COUNTY TAX COLLECTOR: K y � 7
DATE
APPROVALS
THE PLAT OF "COUNTRYSIDE, PHASE 1", HAS BEEN APPROVED BY:
DESCHUTES COUNTY COMMISSIONER: �I
n DATE
DESCHUTES COUNTY SURVEYOR: /tY /I' DEOdrY 7'1540ZI
CITY OF BEND PLANNING DIRECTOR:
CITY OF BEND ENGINEER:
DATE
- 7.
DATE
%� 4etl;��z f
DATE
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO
THE PUBLIC.
SURVEYOR'S CERTIFICATE
I, MICHAEL S. KALINA, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER
MONUMENTS, THE LANDS SHOWN ON THE ANNEXED MAP OF "COUNTRYSIDE, PHASE 1", SITUATED IN THE
NORTHWEST 1 /4 OF SECTION 16, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND,
DESCHUTES COUNTY, OREGON AND IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, BEING A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS
ENGR.", LOCATED ON THE EAST LINE OF "STONEHAVEN PHASE III", RECORDED AS INSTRUMENT NUMBER
2006-11633, DESCHUTES COUNTY OFFICIAL RECORDS, WHICH BEARS SOUTH 00'30'09" WEST 22.66 FEET FROM A
FOUND 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "HWA" AT THE NORTHEAST CORNER OF
LOT 88 OF SAID "STONEHAVEN PHASE III"; THENCE LEAVING SAID EAST LINE, SOUTH 89'29'51" EAST 160.00
FEET; THENCE SOUTH 00'30'09" WEST 4.68 FEET, THENCE SOUTH 89'24'40" EAST 33.10 FEET, THENCE NORTH
83'24'20" EAST 261.10 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1950.00 FEET,
CENTRAL ANGLE OF 5'06'48", AN ARC LENGTH OF 174.03 FEET, AND CHORD OF NORTH 85'57'44" EAST 173.97
FEET TO A POINT OF NON -TANGENCY; THENCE SOUTH 01'28'52" EAST 110.00 FEET; THENCE ALONG A
NON -TANGENT CURVE TO THE RIGHT (WITH A RADIAL BEARING OF SOUTH 01'28'52" EAST) WITH A RADIUS OF
1840.00 FEET, CENTRAL ANGLE OF 0'04'47", AN ARC LENGTH OF 2.56 FEET, AND A CHORD OF NORTH
88'33'32" EAST 2.56 FEET TO A POINT OF NON -TANGENCY; THENCE SOUTH 01'24'05" EAST 60.00 FEET,
THENCE SOUTH 03'36'09" EAST 110.09 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT (WITH A
RADIAL BEARING OF SOUTH 0115'23" EAST) WITH A RADIUS OF 1670.00 FEET, CENTRAL ANGLE OF 017'41 ", AN
ARC LENGTH OF 8.59 FEET, AND A CHORD OF NORTH 88'53'28" EAST 8.59 FEET TO A POINT OF
NON -TANGENCY; THENCE SOUTH 00'57'42" EAST 20.00 FEET; THENCE SOUTH 0213'26" EAST 110.03 FEET TO
THE NORTHERLY RIGHT-OF-WAY LINE OF MURPHY ROAD (40.00 FEET FROM CENTERLINE); THENCE ALONG SAID
NORTHERLY RIGHT-OF-WAY LINE ON A NON -TANGENT CURVE TO THE LEFT (WITH A RADIAL BEARING OF SOUTH
00'52'17" EAST) WITH A RADIUS OF 1540.00 FEET, CENTRAL ANGLE OF 5'43'23", AN ARC LENGTH OF 153.83
FEET, AND A CHORD OF SOUTH 8616'01" WEST 153.76 FEET; THENCE CONTINUING ALONG SAID NORTHERLY
RIGHT-OF-WAY LINE, SOUTH 83'24'20" WEST 192.61 FEET, THENCE ALONG A CURVE TO THE RIGHT WITH A
RADIUS OF 1460.00 FEET, CENTRAL ANGLE OF 6'22'54", AN ARC LENGTH OF 162.62 FEET, AND A CHORD OF
SOUTH 86'35'47" WEST 162.53 FEET; THENCE SOUTH 89'47'14" WEST 149.57 FEET TO THE SOUTHEAST CORNER
OF LOT 38 OF "STONEHAVEN PHASE II", RECORDED AS INSTRUMENT NUMBER 2006-11632, DESCHUTES COUNTY
OFFICIAL RECORDS; THENCE ALONG SAID SOUTHERLY EXTENSION AND THE EAST LINE OF SAID "STONEHAVEN
PHASE II" AND THE EAST LINE OF SAID "STONEHAVEN PHASE III", NORTH 00'30'09" EAST 416.07 FEET TO THE
INITIAL POINT.
TOGETHER WITH: BEGINNING AT A 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED "AKS ENG." ON
THE SOUTHERLY RIGHT OF WAY OF MURPHY ROAD (40.00 FEET FROM CENTERLINE) WHICH BEARS SOUTH
00'30'09" WEST 416.07 FEET AND SOUTH 00'31'46" EAST 80.00 FEET FROM SAID INITIAL POINT; THENCE ALONG
SAID SOUTHERLY RIGHT OF WAY, NORTH 89'47'14" EAST 150.61 FEET; THENCE CONTINUING ALONG SAID
SOUTHERLY RIGHT OF WAY LINE, ON A CURVE TO THE LEFT WITH A RADIUS OF 1540.00 FEET, CENTRAL ANGLE
OF 6'22'54", ARC LENGTH OF 171.53 FEET, AND A CHORD OF NORTH 86'35'47" EAST 171.44 FEET, THENCE
NORTH 83'24'20" EAST 61.97 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT OF WAY, SOUTH 02'59'45" EAST
262.42 FEET; THENCE SOUTH 03'21'59" WEST 221.01 FEET; THENCE SOUTH 05'33'24" EAST 142.30 FEET;
THENCE SOUTH 88'32'02" WEST 403.63 FEET; THENCE NORTH 00'31'37" EAST 421.02 FEET; THENCE NORTH
00'31'33" EAST 195.80 FEET TO THE POINT OF BEGINNING.
CONTAINS 11.62 ACRES, MORE OR LESS.
vvvvv«. �vL vv�LL! VVV I VU I G
D-PLAT Cnt=1 Pgs=1 Stn=25 07/16/2021 12:29 PM
$60.00 $11.00 $61.00 $10.00 $6.00 $148.00
SHEET 1 OF 5
SHEET INDEX
SHEET 1 DECLARATION, ACKNOWLEDGMENT, ASSESSOR'S CERTIFICATE, APPROVALS,
SURVEYOR'S CERTIFICATE, SURVEYORS'S NARRATIVE, CONSENT AFFIDAVIT, AND
PLAT NOTES.
SHEET 2
PLAT BOUNDARY
SHEET 3
LOTS 1-6, AND 20-32
SHEET 4
LOTS 7-19, AND 33-39
SHEET 5
EASEMENT DETAILS
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THAT PORTION OF PROPERTY DESCRIBED IN INSTRUMENT
NUMBER 2021-07283, DESCHUTES COUNTY OFFICIAL RECORDS, INTO SOTS, TRACTS, ROADS, AND EASEMENTS,
AS SHOWN HEREON.
THE BASIS OF BEARINGS FOR THIS PLAT WAS ESTABLISHED PER DESCHUTES COUNTY SURVEY NUMBER 19963.
THE WESTERLY LINE AND THE CENTERLINE OF MURPHY ROAD ARE PER SAID SURVEY. THE NORTHERLY AND
SOUTHERLY RIGHT-OF-WAY LINES OF MURPHY ROAD (40.00 FEET FROM CENTERLINE) ARE PER RIGHT-OF-WAY
DEDICATION INSTRUMENT NUMBER 2020-04274, DESCHUTES COUNTY OFFICIAL RECORDS. THE
NORTHERLY AND EASTERLY LINES ARE PER THE REQUIREMENTS OF THE DECLARANT OF THIS PLAT.
THE WESTERLY, SOUTHERLY, AND EASTERLY LINES OF TRACT A ARE PER SURVEY NUMBER 19963.
PLAT NOTES
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT
NUMBER PZ 19-0517 AND PZ 20-0175.
2. THIS PLAT IS SUBJECT TO A DEVELOPMENT AGREEMENT AS RECORDED AUGUST 6, 2018 AS INSTRUMENT
NUMBER 2018-32025, DESCHUTES COUNTY OFFICIAL RECORDS.
3. THIS PLAT IS SUBJECT TO A NON -STATUTORY DEVELOPMENT AGREEMENT AS RECORDED JANUARY 24,
2020 AS INSTRUMENT NUMBER 2020-03606, DESCHUTES COUNTY OFFICIAL RECORDS.
4. THIS PLAT IS SUBJECT TO A FACILITIES IMPROVEMENT AGREEMENT AS RECORDED APRIL 21, 2020 AS
INSTRUMENT NUMBER 2020-17781, DESCHUTES COUNTY OFFICIAL RECORDS.
5. THIS PLAT IS SUBJECT TO A FACILITIES IMPROVEMENT AGREEMENT AS RECORDED DECEMBER 28, 2020 AS
INSTRUMENT NUMBER 2020-70343, DESCHUTES COUNTY OFFICIAL RECORDS.
6. THIS PLAT IS SUBJECT TO AN EASEMENT OR RIGHT-OF-WAY TO BENEFIT PACIFIC POWER AND LIGHT
COMPANY AS RECORDED FEBRUARY 21, 1946 AS INSTRUMENT NUMBER 71-390, DESCHUTES COUNTY
OFFICIAL RECORDS, FOR AN ELECTRIC TRANSMISSION AND DISTRIBUTING LINE AND APPURTENANCES. SAID
EASEMENT IS A BLANKET EASEMENT AND AFFECTS THE EAST HALF OF THE NORTHWEST ONE -QUARTER
OF THE NORTHWEST ONE -QUARTER, THE WEST HALF OF THE NORTHEAST ONE -QUARTER OF THE
NORTHWEST ONE -QUARTER, THE NORTHEAST ONE -QUARTER OF THE ONE -SOUTHWEST QUARTER OF THE
NORTHWEST ONE -QUARTER, AND THE NORTHWEST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF
THE NORTHWEST ONE -QUARTER, IN SECTION 16, TOWNSHIP 18 SOUTH, RANGE 12 EAST WILLAMETTE
MERIDIAN. EASEMENT IS NOT SHOWN ON THIS PLAT.
7. THIS PLAT IS SUBJECT TO AN EASEMENT OR RIGHT-OF-WAY TO BENEFIT PACIFIC POWER AND LIGHT
COMPANY AS RECORDED FEBRUARY 13, 1973 AS INSTRUMENT NUMBER 192-556, DESCHUTES COUNTY
OFFICIAL RECORDS, FOR AN ELECTRIC TRANSMISSION AND DISTRIBUTION LINE AND APPURTENANCES. SAID
EASEMENT IS A BLANKET EASEMENT AND AFFECTS THE SOUTHWEST ONE -QUARTER OF THE NORTHWEST
ONE -QUARTER, OF SECTION 16, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN. EASEMENT
IS NOT SHOWN ON THIS PLAT.
8. THIS PLAT IS SUBJECT TO AN EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF ALL UTILITIES
(EXISTING AND FUTURE) TO BENEFIT JUNIPER UTILITY COMPANY, RECORDED SEPTEMBER 3, 1974 AS
INSTRUMENT NUMBER 210-498, DESCHUTES COUNTY OFFICIAL RECORDS. THE NORTHERLY LINE OF SAID
EASEMENT IS SHOWN HEREON.
9. THERE ARE NO WATER RIGHTS APPURTENANT TO THIS LAND.
10. THERE SHALL BE NO VEHICULAR ACCESS TO/FROM THE LOTS ABUTTING MURPHY ROAD ON THIS PLAT.
11. TRACT A IS FOR FUTURE DEVELOPMENT.
(o /vt Am?,/
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 23
'DESOWTES COUNTY SURVEYOR
9-2-OZz BY: Pt-6ru
JOB NAME: COUNTRYSIDE AKS ENGINEERING do FORESTRY, LLC
12965 SW HERMAN RD, STE 100
JOB NUMBER: 6980-01 TUALATIN, OR 97062
503.563.6151
DRAWN BY: JAC Wn•AKS-ENG.COM
CHECKED BY: MSK ENGINEERING - SURVEYING •NATURAL RESOURCES
DRAWING NO.: 6980-01 PLAT FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
20565
ITR
S00'30'09"W S00"30'09"W 4.68' REMAINDER
E NUIMBER OFNUMBER07283 NT
22.66' SEE DETAIL "A"
/S89
NITIAL POINT S89'24'40"E 33.10' Cl L=174.03'
N ; N83"24�VrE 261.10
ON � '29 51 E 160.00
pS�ONPSE tl U ^
P $$ � 3 0 10 11 12
>' 7 8 9
57 Q 5 6
2 4
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ENN W
Oslo SE it N to
P 1 0
56 N EEtV DRIVE (PUBLIC)
o AgERD
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_ ABERDEEN
DRIVE o o �, 16 15
��M �' 18 17
us M CD 20 19 cr.
W Z 22
25 24 23
55 0
o �
o O Q
ALLEY (PUBLIC) v J
a
N � w
13 j,,,--S01728'52"E 110.00' (R)
C2 L=2.56'
-SEE DETAIL "B"
- S01 "24'05"E 60.00' (R)
14
jX/-S03"36'09"E 110.099
COUNTRYSIDE, PHASE 1
LOCATED IN THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 18
SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DATE.* FEBRUARY 19, 2021
a7 gn-nns
S0115'23"E (R) REMAINDER OF INSTRUMENT
C3 L=8.59' NUMBER 2021-07283
S00757'42"E 20.00' (R)
-q
�S(ooE it° M N 39 S02'13'26"E 110.03'
PNPSE 35 36 37 38 SOO-52'17"E R
26 27 28 32 33 34 ( )
29 30 31 L=153.83'
38
o C17
o SET S89'47'14"W 5.00' DUE '
M �
Z TO VAULT AT CORNER S83•24'L0 w 192.61 0 -_--
• C20 L=162.62 _ ______---- o c4 L-17o.41
S89 4714 W 149.57 -- o --L--- 583,24�20"W 192.61'* o _ _ 10' ROWDD _
N00'30'09"E " - ,
10.00'* S89 4714 W 149.70 * C5 L-163.73 * - _ URPHY ROAD
• " --� 10' ROWDD " 10' ROWDD M -------------------- ---
_S00 31 46 E. - - - - S83 24 20 W 62.62 * -
80.00' 10' ROWDD o �-�__o_--------
tN
S89'47'14"W 150.48'* o C21 L=170.41-_____---
---------------------------- o-------
89"47'14"E 150.61' C22 L=171.53'
INSTRUMENT NUMBER
2016-48812
o rBEARS S00'30'09"W 416.07' ,
o " N8374 20 E 61.97N Uf ^ *AND SOO'31 46 E 80.00 �
or- 00FROM THE INITIAL POINT N 0;pr) N
lO o N N N
ui " N N N N N N
N W N� W N W �+� W W
W 0p p M W on,
O M
M o o t M NORTHERLY LINE OF NON-SPECIFIC UTILITY o N N
z oo EASEMENT PER VOLUME 210, PAGE 498 �'
N
0
cn
i
S83'04'41 "E 401.75'
FOUND 5/8" IRON _
(S83'03'59"E 401.66')R6
ROD; PER R16 (S83,04,23"
(S83'03'12"E 401.66')R1 i
401.76')R14
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FOUND 5/8" IRON
ROD W/YPC
"PROPERTY CORNER";
ORIGIN UNKNOWN,
AS FOUND PER R17
INSTRUMENT NUMBER
2018- 34314
TRACT A
5.56 ACRES
(242,328.65 SF)
FOUND 3/4" IRON
PIPE; PER R15
S05"33'24"E 142.30'*
(SO5'33'05"E 142.33')R10, Rll
(SO5'31'49"E 142.40')R15
FOUND 3/4" IRON PIPE; PER R15
S88"32'02"W 403.631*
(S88'32'58"E 403.70')R10
w �
r Of LO
oof
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INSTRU
201
INSTRUMENT NUMBER
2016-48813
a-
ce /Z9 7,,,m2,/
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6/30/23
DETAIL "A"
NOT TO
SCALE
" S00"30'09"W
4.68'
S89-24'40"E
33.10'
4
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
1950.00'
5'06'48"
174.03'
N85'57'44"E 173.97'
C2
1840.00'
0'04'47"
2.56'
N88'33'32"E 2.56'
C3
1670.00'
0'17'41"
8.59'
N88'53'28"E 8.59'
C4
(R1)
1530.00'
1530.00'
622'54"
6'22'54"
170.41'
170.41'
S86'35'47"W 170.33'
S86'3547"W 170.33'
C5
(R1)
1470.00'
1470.00'
6'22'54"
6'2255"
163.73'
163.73'
S86'35'47"W 163.65'
S8635'47"W 163.65'
C17
1540.00'
5'43'23"
153.83'
S8616'01 "W 153.76'
C20
1460.00'
6'22'54"
162.62'
S86'35'47"W 162.53'
C21
(R1)
1530.00'
1530.00'
6'22'54"
6'2255"
170.41'
170.42'
S86'35'47"W 170.33'
S863547"W 170.33'
C22
1540.00'
6'22'54"
171.53'
N86-35-47"E 171.44'
PREPARED FOR
COUNTRYSIDE BEND, INC.
20505 MURPHY ROAD
BEND, OR 97702
iff
SCALE: 1 "= 80 FEET
"mm" �m - i
80 0 16 40 80
SHEET 2 OF 5
DESCHUTES COUNTY SURVEYOR
LElD 2-0ZOyl BY: P e�
REFERENCES
( )R1 RECORD INFORMATION PER CS 19963, BY MICHAEL S. KALINA, FILED
JULY 23, 2019, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R3 RECORD INFORMATION PER PLAT OF "STONEHAVEN, PHASE II", BY
DAVID R. WILLIAMS, RECORDED ON FEBRUARY . 22, 2006, PLAT
CABINET G, PAGE 1066, DESCHUTES COUNTY OFFICIAL RECORDS,
AND FILED AS CS 16790, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R4 RECORD INFORMATION PER PLAT OF "STONEHAVEN, PHASE III", BY
DAVID R. WILLIAMS, FILED FEBRUARY 22, 2006, PLAT CABINET G,
PAGE 1069, DESCHUTES COUNTY OFFICIAL RECORDS, AND FILED AS
CS 16791, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R6 RECORD INFORMATION PER CS 14942, BY DOYLE R. GILLILAND,
FILED APRIL 30, 2002, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R10 RECORD INFORMATION PER CS 15267, BY WILLIAM R. TYE, FILED
FEBRUARY 18, 2003, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )Rll RECORD INFORMATION PER CS 15187, BY DOYLE R. GILLILAND,
FILED DECEMBER 6, 2002, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R12 RECORD INFORMATION PER CS 11297, BY RICHARD L. BRYANT,
FILED NOVEMBER 13, 1992, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R13 RECORD INFORMATION PER CS 11296, BY RICHARD L. BRYANT,
FILED NOVEMBER 13, 1992, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R14 RECORD INFORMATION PER CS 11285, BY RICHARD L. BRYANT,
FILED OCTOBER 29, 1992, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R15 RECORD INFORMATION PER CS O4890, BY JOHN H. EATON, FILED
MARCH 29, 1969, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R16 RECORD INFORMATION PER CS 03986, BY JAMES E. BUSSARD,
FILED MARCH 20, 1975, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R17 RECORD INFORMATION PER CS O4030, BY THOMAS E. BLUST,
FILED MARCH 17, 1987, DESCHUTES COUNTY SURVEYOR'S OFFICE
LEGEND
• 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR." SET
)1( 5/8" IRON ROD W/OPC INSCRIBED "AKS ENGR.
REF MON" SET AT 5 FOOT OFFSET ONLINE
A MONUMENT OF RECORD AS SHOWN AND
NOTED ON CS 19963, DESTROYED BY
CONSTRUCTION, NOT RESET
O DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
5/8" IRON ROD W/YPC INSCRIBED "HWA"; PER
PLAT OF "STONEHAVEN PHASE II" (CS 16790),
OR "STONEHAVEN PHASE III" (CS 16791)
SF SQUARE FEET
W/YPC WITH A YELLOW PLASTIC CAP
W/OPC WITH A ORANGE PLASTIC CAP
(R) RADIAL
CALC CALCULATED PER REFERENCE
* MEASURED AND RECORD DATA PER R1
( )RX RECORD INFORMATION PER REFERENCE
NUMBER AS NOTED
ROWDD 10.00' STRIP PER RIGHT OF WAY DEDICATION
DEED, INSTRUMENT NUMBER 2020-04274
C2
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CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C5
(R1)
1470.00'
1470.00'
6'22'54"
6'22'55"
163.73'
163.73'
S86'35'47"W 163.65'
S86'35'47"W 163.65'
C6
400.00'
1912'55"
134.15'
N80'11'30"E 133.52'
C7
400.00'
2'29'24"
17.38'
N71'49'44"E 17.38'
C8
400.00'
1019'54"
72.13'
N7814'23"E 72.03'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C11
200.00'
17'25'43"
60.84'
N812'43"W 60.60'
C12
250.00'
18*02'14"
78.70'
S80'46'51 "W 78.38'
C13
250.00'
118'42"
5.72'
S72'25'05"W 5.72'
C14
250.00'
101954"
45.08'
S78'14'23"W 45.02'
C20
1460.00'
6'22'54"
162.62'
1 S86'35'47"W 162.53'
38
40' �- 5\8" IR W/YPC "HWA" PER
R3 DBC RESET AS SHOWN
98.61'* (98.81)R2 (98.82')R3
1
30.00'
A--
1
88.61
10.00' (R1) I
WE
1
I
10.00' ROWDD i
I
I DTL-5
I
�I
8.00'
PUE 26
I
I
I
4,479 SF
Iw
i �
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S00'12'46"E 88.59'
1
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27
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S00'12'46"E 88.58'
1
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c N
DTL-5
I
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28
= o o
i
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4,469 SF
�oCo
i
c6
I
10.20'
SET S89'47'14"W 5.00' DUE
TO VAULT AT CORNER
C50 L=1.53' l
S00'12'46"E 91.63'
30.00' h0.00 �17- SET N0012'46"W 5.00' DUE
TO VAULT AT CORNER
PUE
a; ( DTL-5 29
4,667 SF
I
I t ,
REFERENCES
( )R1 RECORD INFORMATION PER CS 19963, BY MICHAEL S. KALINA, FILED JULY 23, 2019,
DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R2 RECORD INFORMATION PER CS 19732, BY DIRK P. DURYEE, FILED AUGUST 24, 2018,
DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R3 RECORD INFORMATION PER PLAT OF "STONEHAVEN, PHASE II", BY DAVID R. WILLIAMS,
RECORDED ON FEBRUARY 22, 2006, PLAT CABINET G, PAGE 1066, DESCHUTES COUNTY
OFFICIAL RECORDS, AND FILED AS CS 16790, DESCHUTES COUNTY SURVEYOR'S OFFICE
( )R4 RECORD INFORMATION PER PLAT OF "STONEHAVEN, PHASE III", BY DAVID R. WILLIAMS,
FILED FEBRUARY 22, 2006, PLAT CABINET G, PAGE 1069, DESCHUTES COUNTY OFFICIAL
RECORDS, AND FILED AS CS 16791, DESCHUTES COUNTY SURVEYOR'S OFFICE
I
NENP N BASIS OF BIEARING I ENP`�N 0� 0
N00'30'09"E 438.73' (N00'30'09"E 438.73')Rl CALC (N00'29'42"E 438.84") R3-R4 CALC 56 ''SOON SE �� 57 vS.(OoE ►1�
PN 55 � » � 5\8" IR W/YPC "HWA" PER pNP PNPSE 88
N 00 30 09 E 416.07 i R3 DBC RESET AS SHOWN � ,
100.01'* - (60.13 )R2 (60.00 )R3 (59.97 )R2
(100.01 )R3 (99.93 )R2 _ 90.01 * (90.01 )R3 CALC (89.99 )R2 60.10'* 60.00'* (60.00')R4::� !
0.00 0.00' 90.01' 11w30.00'* 30.00' 73.45' 42.00' 42.00' 22.66'
n n n , ,
8 RT F
w
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w
d6.00'-r6.00'
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PUBLIC UTILITY
EASEMENT
TYPICAL DETAIL
5\ I W/YPC HWA PER
R3 DBC RESET AS SHOWN
(30.00 )R2,R3 (30.00 )R3 44'
60.01' 13.
' '
4.6637.34
INITIAL POINT
0
0
C5
25
J
1
4,548 SF
M
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_
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7,073 SF
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4,202 SF �' 4,200 SF
Lo �.
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Ln
ao
O
o
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24
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5,572 SF
Lu
0
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,
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ul
PUE
C32 L=13.48' PUE-T
w
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I
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48"E
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3p po'
28.53' 42.00'
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(l)
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,t SE
WAGYU
DRIVE (PUBLIC)
_6C38
-
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=
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o /
p
S16'55'34"E 28.88'
0
O
S00.30'09"W 4.68'�
rn 0.00 g4 59 -
c!° C39 L=24.47' pp' �Ri o \ ,
4 E 15p E_51,64 65.85
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N
� 30'00
WE
5.00
C44 L=6.24' 0 96 �p
��
00
4
I
I
DTL-5
-
-
S02'02' 08"E 102.33' - - -
6,114 SF
22
w
I
10.00' PEDESTRIAN d C48 L=22.20 4,747 SF
LQ
PUE
I
I N
I
5.00'
ACCESS EASEMENT Cl
� di
DTL-5
, , n
35 40 E 110.00,
NI WE
c0 DTL-5
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Ln ,� I
o � I
I U If 8.00' PUE
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I
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DTL-5
C53 L=25.01'
1 I
I I
I
I
I �
30
6,621 SF
S06'35 40" E 1_ 09 31
31
2,740 SF
S06'35'40"E 109.861
� 6
10.00' ROWDD II C544 L=20.00'
WE
I
0.00' DTL-5
i
30.06 5.00'
I
PREPARED FOR
COUNTRYSIDE BEND, INC.
20505 MURPHY ROAD
BEND, OR 97702
32
2,749 SF
S06'3540"E_
G A1 A 607.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KAUNA
89558PLS
RENEWS: 6/30/23
z LOCATED
SCALE: 1 "= 30 FEET
30 0 6 15 30
IJ d" 1 C49 L=23.21
I
,
110 5$
1
7.53 S06
Lo
.p3'pSnE
SA C46 C46 L=9.49'
PUE-T
1 2.95'
1
5
0.0010.00
0 4,620 SF
1
C.,
21 i
1
cN
110.00'
C,4
6,184 SF ►n
N
S06-35140"E
O N I O
1 rj
N ►Lo
N
N
C i
S06'35' 40"E 110.00'
�
0
6
f
00
o cn
'0
20 0
1 N
o 4,620 SF
o
N
0.00110.p0 0
2,750 SF PUE-T `J
`��'
30.00'
30 00� PUE-T "
40 E 110.00
N
" 0.00
35 40 E 11 ,
S06'35
S06
COUNTRYSIDE,
IN THE NORTHWEST 1/4 OF SECTION
SOUTH, RANGE 12 EAST, WILLAMETTE
CITY Of BEND, DESCHUTES COUNTY,
DATE,: FEBRUARY 19, 2021
PZ 20-0175
PHASE
16, TOWNSHIP 18
MERIDIAN,
OREGON
w
O
o
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0�0 �
07 REMAINDER OF
INSTRUMENT NUMBER
2021-07283
o
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LLJ
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N
'o O 00
N
SHEET 3 OF 5
LEGEND
i 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR." SET
)1( 5/8" IRON ROD W/OPC INSCRIBED "AKS ENGR.
REF MON" SET AT 5 FOOT OFFSET ONLINE
■ 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR." SET
A 1-1/8" BRASS DISK INSCRIBED "AKS ENGR." SET
A 5/8" IRON ROD W/YPC INSCRIBED "HWA"; PER
PLAT OF "STONEHAVEN PHASE II" (CS 16790),
OR "STONEHAVEN PHASE III" (CS 16791)
A MONUMENT OF RECORD AS SHOWN AND
NOTED ON CS 19963, DESTROYED BY
CONSTRUCTION, NOT RESET
W/YPC WITH A YELLOW PLASTIC CAP
W/OPC WITH A ORANGE PLASTIC CAP
(R) RADIAL BEARING
SF SQUARE FEET
PUE PUBLIC UTILITY EASEMENT
PUE-T PUBLIC UTILITY EASEMENT, SEE TYPICAL DETAIL
WE WATER EASEMENT TO THE CITY OF BEND
DTL-X SEE DETAIL, SHEET X
* MEASURED AND RECORD DATA PER R1
( )RX RECORD INFORMATION PER REFERENCE
NUMBER AS NOTED
ROWDD 10' STRIP PER RIGHT OF WAY DEDICATION
DEED, INSTRUMENT NUMBER 2020-04274
DBC DESTROYED BY CONSTRUCTION
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C30
370.00'
17*24'17"
112.40'
S81'02'23"W 111.96'
C31
230.00'
13*58'18"
56.09'
S09'50'28"E 55.95'
C32
230.00'
3'21'29"
13.48'
S01'10'35"E 13.48'
C33
170.00'
17*24'12"
51.64'
S0811'57"E 51.44'
C34
430.00'
6*19'52"
47.51'
S801424"W 47.49'
C35
430.00'
6'40'56"
50.15'
N86'30'26"E 50.12'
C36
430.00'
6'47'52"
51.02'
N79'46'02"E 50.99'
C37
430.00'
5'47'04"
43.41'
S73'28'34"W 43.39'
C38
370.00'
0'56'28"
6.08'
S71'03'16"W 6.08'
C39
15.00'
93*27'13"
24.47'
N29'48'02"E 21.84'
C40
240.00'
1214'15"
51.26'
N8238'47"E 51.16'
C41
240.00'
1'02'03"
4.33'
S8916'56"W 4.33'
C42
260.00'
8'48'21"
39.96'
N85'2347"E 39.92'
C43
260.00'
9'13'53"
41.89'
N76'22'40"E 41.85'
C44
240.00'
1'29'20"
6.24'
N72'30'24"E 6.24'
C45
240.00'
10*09'16"
42.54'
N78*19'42"E 42.48'
C46
370.00'
1'28'11 "
9.49'
S82'40'14"W 9.49'
C47
370.00'
718'50"
47.23'
S7816'46"W 47.20'
C48
15.00'
84'47'03"
22.20'
S59'19'06"E 20.23'
C49
260.00'
5'06'57"
23.21'
N80'50'51 "E 23.21'
C50
1460.00'
0'03'37"
1.53'
S89'45'26"E 1.53'
C51
1460.00'
1'57'33"
49.93
S88'44'51 "W 49.92'
C52
1460.00'
2'35'45"
66.15'
S86'28'12"W 66.14'
C53
1460.00'
0'58'53"
25.01'
S84'40'53"W 25.01'
C54
1460.00'
0'47'07"
20.00'
S83'47'53"W 20.00'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
1950.00'
5'06'48"
174.03'
N85'57'44"E 173.97'
C2
1840.00'
0'04'47"
2.56'
N88'33'32"E 2.56'
C3
1670.00'
0*17'41"
8.59'
N88'53'28"E 8.59'
C4
(R1)
1530.00'
1530.00'
6'22'54"
6'22'54"
170.41'
170.41'
S8635'47"W 170.33'
S86'35'47"W 170.33'
C9
1810.00'
2'42'44"
85.68'
N84'45'42"E 85.67'
i
I h 0.00 WE
30.00' j DTL-5
8.00' P
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+ LOI
i
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10.00' ROWDD I
+ i I
I
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DTL-5
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CD
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1
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30.00' 10.00
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1
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1 I00
i
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1
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1 I
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10.00' ROWDD 1
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S00'52'17"E (R)
I
I
S0012 46 E (R) I
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w
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u-i
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d6.00'
16.00'
RIGHT-OF-WAY
PUBLIC UTILITY
EASEMENT
TYPICAL DETAIL
z LOCATED
SCALE: 1 "= 30 FEET
1!!!%?%ii
30 0 6 15 30
COUNTRYSIDE,
IN THE NORTHWEST 1/4 OF SECTION
SOUTH, RANGE 12 EAST, WILLAMETTE
CITY OF BEND, DESCHUTES COUNTY,
DATE: FEBRUARY 19, 2021
PZ 20-0175
i
0.0010.00
110.00'
S06'35'40E 110.00 PUE-T '0
30.00'
30.00'
s 06'35'40"E
19 �
N
i
)E
0 0
0
o N
2,750 SF
110.00
33
S06'35'40"E
+
5,500 SF
S06'35 '40"E 110.00
1
� � m
o
18 o
5,500 SF
+
v
m
Ln
�
o
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34
SF
N N
"4- J
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S06'3540"E 110.00
7
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4,620
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PUE-T
I o
0 110.00'
Z
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► 0
S06'35'4"E
i
17 o
0
W
0
1z
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5,500 SF
(c
35
0 1
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1l
C
a
I
4,620 SF
110.00'
S06'35'40"E
110.00'
1
i
L_5 S06'35940"E
36
2,750 SF
"o
ui
16 LO
PUE
DTL-5 S06'35' 40"E 110.
�
�!
6,039 SF
- 1
0
1
OCD
1
37
N
C62 L=2.03' C59 L=7.24 J
I 2,750 SF
1
S03'52' 56"E 110.11' �
1
WE
DTL-5
L
110.00
3.62'
PUE
S06'3540"E
DTL-5
0
3.62'
1
-co0
15
30.00'
i
8.00, PUE 38
J
oo
5,173 SF
LO
00
ui
00 I
r
5,403 SF
Lrn
U
I
U
110.02'
U
I
0.00110.00
1
110.02'
0
0
r�
o
I
S03'5256"E 150.00' _ _ .......
_
-
I
S03'52'56"E 120.01
CO
_ _
S E COUNTRYSIDE PLACE (PUBLIC)
o
C3�
'o
000
1
I
J
110.0r
_2
M
110.02'
vCD
+
N
-
5.00' IRRIGATION WATER EASEMENT
JI
I
m
00
,' ; TO ROATS WATER SYSTEM, INC.
�
a
11
i J
cD
� 14
J
1
I
o
39
it
"
5,148 SF PUE
DTL-5
C)
5,776 SF
�' J
J
I
U S01'15'23"E (R)
,
30.00
PUE-T
'o
0
0
I I.n
Re
0
iC-�
30.00'
30.00'
a ' S01 24 05 E
�-- 8.00' PUE
S02'13' 26"E 110.03'
PREPARED FOR -
COUNTRYSIDE BEND, INC.
20505 MURPHY ROAD
BEND, OR 97702
0.00' 0.00' S03'36 09 E 110.09
C3 L= 8.59'
S00'57'42"E 20.00' (R)
REFERENCES
( )Ri RECORD INFORMATION PER CS 19963, BY MICHAEL S. KALINA, FILED
DULY 23, 2019, DESCHU7ES COUNTY SURVEYOR'S OFFICE
60.00' (R)
S06' 53 40'E 110.00'
PUE-T
0
J
LO
U
7
5,500 SF
PHASE
16, TOWNSHIP
MERIDIAN,
OREGON
o'
CO
0
Ln
O
110.00'
S06'35' 40"E �--
N
UJI
8 L N
5,500 SF �N
000
Z
S06'35940"E 110.00'
'o
0
Q C'�
4,620 SF
S06'35'40'E 110.00,
10
M
CV
5,600 SF
J
rn
L=30.31'
S05'39'02"E 110.002 (R)
PUE C-i
DTL-5 11
5,664 SF
O
t`
SO4'05' 37"E 110.00' (R)
CD
U
d-
12
4,746 SF
PUE
DTL-5
S02'47'20"E 110.00' (R)
o Lq
O
13
I I
J 4,758 SF N
0000 U
U
S01 *28'52"E 110.00' (R)
""*-- C2 L=2.56'
REMAINDER OF
INSTRUMENT NUMBER
2021-07283
®ESCHUTES COUNTY SURVEYOR
FILED - -I IWIZ024 8Y: Liu
SHEET 4 OF 5
LEGEND
5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR." SET
■ 5/8" IRON ROD WITH AN ALUMINUM CAP
INSCRIBED "AKS ENGR." SET
A MONUMENT OF RECORD AS SHOWN AND
NOTED ON CS 19963, DESTROYED BY
CONSTRUCTION, NOT RESET
W/YPC WITH A YELLOW PLASTIC CAP
(R) RADIAL BEARING
SF SQUARE FEET
PUE PUBLIC U1ILITY EASEMENT
PUE-T PUBLIC UTILITY EASEMENT, SEE TYPICAL DETAIL
WE WATER EASEMENT TO THE CITY OF BEND
DTL-X SEE DETAIL, SHEET X
* MEASURED AND RECORD DATA PER R1
( )RX RECORD INFORMATION PER REFERENCE
NUMBER AS NOTED
ROWDD 10' STRIP PER RIGHT OF WAY DEDICATION
DEED, INSTRUMENT NUMBER 2020-04274
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C10
1810.00'
2028'51"
78.37'
N87721'30"E 78.36'
C15
1660.00'
2'42'44"
78.58'
S84'45'42"W 78.57'
C16
1660.00'
255'14"
84.62'
S87'34'41 "W 84.61'
C17
1540.00'
5'43'23"
153.83'
S86'16'01 "W 153.76'
C18
1540.00'
1'06'59"
30.01'
S86'40'34"W 30.00'
C19
1540.00'
1 o06'58"
30.00'
S85'33'35"W 30.00'
C55
1840.00'
0'56'38"
30.31'
S83052'39"W 30.31'
C56
1840.00'
1'33'25"
50.00'
S85'07'41 "W 50.00'
C57
1840.00'
118'17"
41.90'
S86033'32"W 41.90'
C58
1840.00'
118'28"
42.00'
N87'51'54"E 42.00'
C59
1780.00'
013'59"
7.24'
N83'31'19"E 7.24'
C60
1780.00'
1'30'49"
47.02'
N84'23'43"E 47.02'
C61
1780.00'
1'30'54"
47.07'
N87'5O'28"E 47.07'
C62
1670.00'
0004'11"
2.03'
S8326'25"W 2.03'
C63
1670.00'
1'36'48"
47.03'
S8416'54"W 47.02'
C64
1670.00'
1'35'48"
46.53'
S87'56'44"W 46.53'
C65
1650.00'
1 *40'14"
48.11'
S84'14'27"W 48.11'
C66
1650.00'
1052'44"
54.11'
S88005'56"W 54.10'
C67
1540.00'
1'35'46"
42.90'
N84'12'13"E 42.90'
C68
1540.00'
1'53'40"
50.92'
N88'10'53"E 50.92'
C69
1950.00'
0'56'38"
32.13'
N83'52'39"E 32.13'
C70
1950.00'
1'33'25"
52.99'
N85*07'41"E 52.99'
C71
1950.00'
1*18'17"
44.40'
N86'33'32"E 44.40'
C72
1950.00'
118'28"
44.51'
S87'51'54"W 44.51'
� 29 Zd2.l
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 23
W
1 PUE N' PUE 2
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SE WAGYU DRIVE
LOTS 1 AND 2 PUE DETAIL
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LOT 1 PUE DETAIL
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25
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v
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LOTS 24 AND 25 PUE DETAIL
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1 8.00' PUE
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LOTS 28 AND 29 PUE DETAIL
1 "-10'
COUNTRYSIDE, PHASE 1
LOCATED IN THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 18
SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DATE: FEBRUARY 19, 2021
PZ 20-0175
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LOTS 10 AND 11 PUE DETAIL
1 "=10'
DESCHUTES COUNTY SURVEYOR
FILED ?;:�. RY:
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3.00' I
8.00' PUE
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v
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LOTS 12
AND 13 PUE DETAIL
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LOTS 27 AND 28 WE DETAIL
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9 1
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34
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I
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3.00 8.00' PUE
I
LOTS 34 WE DETAIL
1 "-10'
LEGEND
PUE PUBLIC UTILITY EASEMENT
z WE WATER EASEMENT TO THE CITY OF BEND
(0 29 Za z )
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KAUNA
89558PLS
RENEWS: 6 30 23
WE ---
16 �
4.73' m
c� PUE -
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o v
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15 `n 1-
PUE 5.25' m
LOTS 15 AND 16 PUE DETAIL
1 "-10'
5 in
22 �_A cp - :13 � � O
14 02 Z
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S13'03, 05 o v
21 o PUE m
LOTS 21 AND 22 PUE DETAIL
1 "-10'
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8.00' PUE
I
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0 0
0
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35
J
LOTS 359 369 AND 37 PUE AND
WE DETAIL
1 "=10'
36
WA
S06'35' 40"E
SHEET 5 OF 5
PREPARED FOR
COUNTRYSIDE BEND, INC.
20505 MURPHY ROAD
BEND, OR 97702
4.39'
24 C o
PUE
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5.06 I
PUE J
L 1-
23 5.69' m
LOTS 23 AND 24 PUE DETAIL
1 "-10'
I
S06'35' 40"E
8.00' PUE
L=7,51' R=1460.00'
N05°35'40"W 3.00'
-, N84°4649"E 5.00'
1
L=' .00' R=1460.00'
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i
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I
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I
I
I S06'35' 40"E
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o I
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8.00' PUE
LOTS 319 329 AND 33 WE
DETAIL
1 "-10'