HomeMy WebLinkAboutSurvey 21304Deschutes County Official Records
PARTITION PLAT NO.
2oZ4
Steve Dennison, County Clerk 2024-1 0%46
A TRACT OF LAND LOCATED IN SECTION 11, TOWNSHIP 18 SOUTH, RANGE 12 EAST,
W.M., DECH S COUNTY SURVEYOR
CITY OF BEND, DESCHUTES COUNTY, OREGON
,
US D ZUZ�i
01517466202400107460090092
CITY OF BEND PROJECT NUMBER PLLD20220797
LID Bye
D-PP Cnt=1 Pgs=9 Stn=6 04/30/2024 02:06 PM
MARCH 2O24
$25.00 $19 .aa $61.00 $1 a.aa S6A0 $'I 13.OQ
.
SURVEYOR'S CERTIFICATE
DECLARATION
ASSESSORS CERTIFICATE
1, BRIAN C. COURSEN, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY
KNOW ALL PERSONS BY THESE PRESENTS THAT STEVENS RANCH, LLC IS THE OWNER OF THE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER
CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, TO THE NORMAL
LAND SHOWN ON THIS PLAT AND PARTICULARLY DESCRIBED IN THE ACCOMPANYING
CHARGES, AS REQUIRED BY ORS 92.095 TO BE PLACED ON THE 2023 - 2024 TAX ROLLS, WHICH
STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN THE STATE OF OREGON, THE LANDS
SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE SURVEYED AND PLATTED INTO
HAVE BECOME A LIEN OR WILL BECOME A LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME.
REPRESENTED ON THIS PARTITION PLAT, LOCATED IN NORTHWEST ONE -QUARTER, NORTHEAST ONE -QUARTER,
THREE SEPARATE PARCELS AS SHOWN ON SAID MAP IN ACCORDANCE WITH THE PROVISIONS
SOUTHEAST ONE -QUARTER AND SOUTHWEST ONE -QUARTER OF SECTION 11, TOWNSHIP 18 SOUTH, RANGE 12
OF THE OREGON REVISED STATUTES CHAPTER 92;
EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
AND DO HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE
RIGHTS OF WAY OF SE SANTORINI STREET, SE PELEE DRIVE, AND SE WILDERNESS WAY AS
J
DESCHUTES COUNTY ASSESSOR: li .+ 2 7
;'
BEGINNING AT THE INITIAL POINT, BEING THE WEST ONE -QUARTER CORNER OF SAID SECTION 11, MARKED BY A
SHOWN AND NOTED ON SHEET 3;
DA E
2 INCH BRASS CAP IN MONUMENT WELL, THENCE NORTH 00° 41' 54" EAST, ALONG THE WEST LINE OF THE
NORTHWEST ONE -QUARTER OF SAID SECTION 11, 2649.02 FEET TO THE NORTHWEST CORNER OF SAID SECTION
AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) AS
I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
11 MARKED BY A 2 1/2" BRASS CAP STAMPED "HWA 2021" ALONG WITH OTHER MARKINGS;
SHOWN AND NOTED HEREIN, FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND
UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCES;
p I
DESCHUTES COUNTY TAX COLLECTOR: �Oti1QYi fi�nfi��. �� ail 2�Z-L%
THENCE LEAVING SAID WEST LINE, ALONG THE NORTH LINE OF SAID SECTION 11,
SOUTH 890 26' 37" EAST, 2639.50 FEET TO THE NORTH ONE -QUARTER CORNER OF SAID SECTION 11 MARKED BY A
AND FURTHER DEDICATES TO THE PUBLIC FOREVER THE PUBLIC ACCESS EASEMENTS (PAE)
DATE
3 1/4" ALUMINUM CAP WITH NO LEGIBLE MARKINGS;
OVER A PORTION OF PARCEL 1 AND PARCEL 3, AS SHOWN AND NOTED HEREIN;
THENCE CONTINUING ALONG THE NORTH LINE OF SAID SECTION 11, SOUTH 89° 27' 01" EAST,
AND FURTHER GRANTS TO AVION WATER COMPANY, INC., A WATER EASEMENT OVER A
APPROVALS
1347.76 FEET TO THE NORTHEAST CORNER OF THAT PROPERTY DESCRIBED IN STATUTORY BARGAIN AND SALE
PORTION OF PARCEL 1 AND A PORTION OF PARCEL 3, AS SHOWN AND NOTED HEREIN;
DEED RECORDED NOVEMBER 19, 2020 AS VOLUME 2020, PAGE 62260 DESCHUTES COUNTY OFFICIAL RECORDS,
THIS PARTITION PLAT HAS BEEN EXAMINED AND APPROVED BY:
MARKED BY A 2" ALUMINUM CAP STAMPED "BECON", SAID NORTHEAST CORNER BEING ON THE WESTERLY LINE
AND DOES HEREBY SUBMIT FO APP VAL AND RECORD THIS PARTITION PLAT (PLLD20220797).
OF THE TC ENERGY, GAS TRANSMISSION NORTHWEST PIPELINE EASEMENT;
c
y �,
DESCHUTES COUNTY SURVEYOR: D. � `D�Iwi`�' Oy a9/aO2y
1
THENCE LEAVING THE NORTH LINE OF SAID SECTION 11, ALONG THE WESTERLY LINE OF SAID GAS
TRANSMISSION NORTHWEST PIPELINE EASEMENT, SOUTH 18° 22' 26" WEST, 5558.29 FEET TO THE SOUTHEAST
BY A 2"
Z2— Z 20 L''�
DATE
CORNER OF THAT PROPERTY DESCRIBED IN SAID STATUTORY BARGAIN AND SALE DEED, MARKED
1
GARY G. MILLER, MANA ,STEVENS RANCH, LLC DATE
ALUMINUM CAP STAMPED "BECON" SAID SOUTHEAST CORNER BEING ON THE SOUTH LINE OF SAID SECTION 11;
,
CITY OF BEND ENGINEER:
THENCE LEAVING SAID WESTERLY LINE, ALONG THE SOUTH LINE OF SAID SECTION 11
DATE
NORTH 890 36 19 WEST, 2299.36 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 11 MARKED BY A 3 1/4„
BRASS CAP STAMPED "DESCHUTES COUNTY 1995 LS1031" ALONG WITH OTHER MARKINGS;
CITY OF BEND PLANNING DIRECTOR: 14 zl %2O2+y
THENCE LEAVING SAID SOUTH LINE ALONG THE WEST LINE OF THE SOUTHWEST ONE -QUARTER OF SAID
DATE
SECTION 11, NORTH 00 41 32 EAST, 2649.02 FEET TO THE POINT OF BEGINNING.
ACKNOWLEDGEMENT
HEREIN DESCRIBED TRACT OF LAND CONTAINS 382.02 ACRES, MORE OR LESS.
'
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY
STATE OFCAC%►lFoQ/UJ� )
DEDICATION MADE HEREIN TO THE PUBLIC.
NOTES (CONTINUED)
SS
COUNTY OF L.0S6
RIGHTS FOR WATER PIPELINE PURPOSES GRANTED TO AVION WATER COMPANY, INC., ITS SUCCESSORS
nn
J/-19/1(>Zfy
AND ASSIGNS, BY RIGHT OF WAY NUMBER OR-44618, INCLUDING THE TERMS AND PROVISIONS THEREOF,
AS DISCLOSED IN LAND PATENT,
Z(O ��
DESCHUTES COUNTY COMMISSIONER:
ON THIS DAY OF , 2024,
DATE
RECORDING DATE: JUNE 8, 2001
BEFORE ME, PERSONALLY AP ARED GARY G. MILLER, MANAGER, STEVENS RANCH, LLC AND
RECORDING NO.: 2001-27360
ACKNOWLEDGED SAID INS RUMENT TO BE HIS VOLUNTARY ACT AND DEED ON BEHALF OF
20' WIDE AND 10,560 FEET LONG WATER NONSPECIFIC EASEMENT OVER THE W1/2 W1/2 W1/2 AND THE
STEVENS RANCH, LLC.
NOTES
N1/2 N1/2 N1/2 OF SECTION 11, T.18S., R12E., W.M., EXACT LOCATION UNKNOWN. RIGHT OF WAY GRANT
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT
TERMINATED 30 YEARS FROM THE EFFECTIVE DATE OR MARCH 14, 2019. AFFECTS PARCEL 3.
NUMBER PLLD20220797
A PORTION OF AN EXISTING "ION WATER LINE HAS BEEN RELOCATED INTO PUBLIC RIGHT OF WAYS
NOTARY PUBLIC
2. THE PROPERTY WAS PREVIOUSLY OWNED BY THE STATE OF OREGON, DIVISION OF STATE
AND INTO WATER EASEMENTS GRANTED HEREIN.
PRINTED NAME: , C' �'�r ���C'��'�
LANDS (DSL) AND THE UNITES STATES OF AMERICA BUREAU OF LAND MANAGEMENT (BLM).
�
SPECIFIC TERMINABLE RIGHTS WERE GRANTED BY DSL AND BLM. NOTES IN BRACKETS "[ ] ",
RIGHTS FOR TELEVISION CABLE LINE PURPOSES GRANTED TO BEND CABLE COMMUNICATIONS ITS
NOTARY PUBLIC - STATE OF /�O�'!V/
BELOW, IS THE STATUS OF EXISTING RIGHTS PROVIDED BY DSL.
SUCCESSORS AND ASSIGNS, BY RIGHT OF WAY NUMBER OR-51174, INCLUDING THE TERMS AND
2 2
PROVISIONS THEREOF, AS DISCLOSED IN LAND PATENT,
COMMISSION NO: � 3 7146 ✓
THIS PROPERTY IS SUBJECT TO THE FOLLOWING, AS DISCLOSED IN A TITLE REPORT BY
RECORDING DATE: JUNE. 8, 2001
RECORDING NO.: 2001-27360
-7 n
" ""� Cl l?�°�
WESTERN TITLE & ESCROW COMPANY UNDER ORDER NO. WT0256847:
A 20 FOOT WIDE NONSPECIFIC COMMUNICATION EASEMENT OVER N112 N112 SECTION 11. AN
MY COMMISSION EXPIRES
EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS
UNDERGROUND UTLIITY REQUEST THROUGH OREGON 811 DID NOT INDICATE ANY TDS BEND
GRANTED IN A DOCUMENT:
BROADBAND FACILITIES EXIST WITHIN THE N1/2 N1/2 OF SECTION 11.
WATER CO.
GRANTED TO: ATE:
RIGHTS FOR ROAD PURPOSES GRANTED TO DESCHUTES COUNTY, ITS SUCCESSORS AND ASSIGNS, BY
CONSENT AFFIDAVIT
J
RECORDING DATE: ULY 19, 1989
RIGHT OF WAY NUMBER OR-51362, INCLUDING THE TERMS AND PROVISIONS THEREOF, AS DISCLOSED IN
A PARTITION CONSENT AFFIDAVIT BY D.R. HORTON, INC. PORTLAND, A DELAWARE
RECORDING NO: 188-960
NONSPECIFIC WATER LINE CROSSING SUBLATERAL COC-3-1 LOCATED IN THE NW1/4 NW1/4
LAND PATENT,
RECORDING DATE: JUNE 8, 2001
CORPORATION, A TRUST DEED BENEFICIARY, HAS BEEN RECORDED AS INSTRUMENT NUMBER
SECTION 11. OTHER THAN THE COID CANAL NO ADDITIONAL IRRIGATION DITCHES OR CANALS
RECORDING NO.: 2001-27360
2024- �07t�s- ,DESCHUTES COUNTY OFFICIAL RECORDS
EXIST WITHIN THE THE BOUNDARY OF THIS PARTITION PLAT
NONSPECIFIC EASEMENT TO OPERATE MAINTAIN AND TERMINATE ROADS IN SECTION 11. EXHIBIT F OF
OR-51362 INDICATES GRANT IS RELATED TO STEVENS ROAD AND MCGILVRAY ROAD.
EASEMENT(S) AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
WATER. RIGHTS.
E�oRo°I� DATE AWATER � 93
SHEET- INDEX
THERE ARE NO WATER RIGHTS APPURTENANT TO THIS PARTITION PLAT
RECORDING NO: 295-900
SHEET 1: DECLARATION, APPROVALS, SURVEYOR'S CERTIFICATE,
NONSPECIFIC BURIED ELECTRIC SERVICE LINE CROSSING SUBLATERAL COC-3-2 LOCATED IN
THE NW1/4 NW1/4 SECTION 11. OTHER THAN THE COID CANAL NO ADDITIONAL IRRIGATION
SHEET 2: SURVEY NARRATIVE,PLAT BOUNDARY, REFERENCES, LEGEND
DITCHES, CANALS OR SUBLATERALS EXIST WITHIN THE BOUNDARY OF THIS PARTITION. EXACT
SHEET 3: PARCEL 1, PARCEL 2, AND EASEMENT DETAILS
PUBLIC UTILITY EASEMENT RESTRICTIONS
LOCATION AND WIDTH OF BURIED ELECTRIC SERVICE UNKNOWN..
UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT AND
RIGHT FOR BURIED TELEPHONE CABLE PURPOSES GRANTED TO US WEST COMMUNICATIONS, ITS
SHEET 4-7: PARCEL 3, AND EASEMENT DETAILS
ALL OTHER RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC UTILITY
SUCCESSORS AND ASSIGNS, BY RIGHT OF WAY NUMBER OR-35826, INCLUDING THE TERMS AND
SHEET 8-9: EASEMENT DETAILS
EASEMENTS (PUE) IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR DESIRABLE IN
PROVISIONS THEREOF, AS DISCLOSED IN LAND PATENT,
PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING
RECORDING DATE: JUNE 8, 2001
RECORDING NO.: 2001-27360SHEET
THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE REMOVAL OF ANY
10' AND 15' WIDE, 5446' LONG NONSPECIFIC COMMUNICATION EASEMENT OVER THE W1/2 W1/2
1 OF 9
REGISTERED
OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED
WITHIN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE ALL OBSTRUCTIONS
' OR THE UTILITY MAY REMOVE SUCH OBSTRUCTIONS AT THE LOT
AT THE OWNERS EXPENSE,
W1/2 SECTION 11 T.18S., R12E., W.M.,. EXACT LOCATION UNKNOWN. RIGHT OF WAY GRANT
TERMINATED 30 YEARS FROM THE EFFECTIVE DATE OR JULY 8 2013.
PROFESSIONAL
LAND SURVEYOR
STRUCTURES BE PLACED WITHIN THE
[NOTES IN DSL FILES SAY THAT THIS CABLE WAS REMOVED SHORTLY BEFORE BLM
OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT
PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT
DISPOSED OF THE PROPERTY AND THE EASEMENT WAS NOT RENEWED]
�Z� ' ���_
��--
THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN THE PUE.
' • •
OREGON
DECEMBER 11, 2012 963 SW Simpson, #200
BRIAN C. COURSEN
86998 Bend, Oregon 97702
RENEWS: 12/31 /2025 541-385-4772
2 1 304
3 2
10 11
W
W
V)
H
ti
N
H
N
cj a,
N NN
oo�
000
crI �
f- o
Wz
r-�o
ozQ
a
N Lq
Z L0
O�Qa
dzm�o
a OR
U N m
Z\o``'o
3 4. J N
10 11
N y
Zo
o OC ci
�\aN
C1,_Ww
lit m CM
LLI
N 0o
yo
z
\? a
Ica
NW CORNER SECTION 11,
FOUND 2 1/2" BRASS CAP MARKED "HWA
2021 " IN MONUMENT WELL PER CS20755; HELD
(S89'47'40"E 2639.46)R1
S89026'37"E 2639.50'
11 N 1/4 CORNER SECTION 11
PARTITION PLAT NO. 2024 — �
FOUND 3 1/4" ALUMINUM CAP, NO MARKINGS, A TRACT OF LAND LOCATED IN SECTION 11, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
AS FOUND IN OCRR 2049; HELD
SEE DETAIL A, SHEET 5 CITY OF BEND, DESCHUTES COUNTY, OREGON
(S8934'S6"E 2640.25')R2 CITY OF BEND PROJECT NUMBER PLLD20220797
2 S89°2T01 "E ' 2640.12SE STEVENS ROAD----�2 1
- - - 1292.36' - - MARCH 2O24
(1319.73')R1 (1319.73)R1 11 (S89 34'563E7 347.84')R2
(S89 34'35"E 1319.94)R2 (S89 34'30"E 1319.72)R2 �r,°(S8934'S6"E 1292.41')R211f
12
%M ETT �6 ,
ROWDD 2023-30554
SHEET 3
PARCEL 2
(N89 42'26 "W 1323.08')R2
(1322.83')R1
1322.91'
PARCEL 1
ROWDD 2023-30554
- ROWDD 2023-30554
DEDICATED AS
JOHN FERGUSON ROAD
SE FERGUSON ROAD
'o-'o FOUND 2" ALUMINUM CAP, MARKED N #4ff9L ff9uK I I vrm
W 1/16 CORNER, SECTION 11 ; 6J ' "BECON" PER CS20076 (R2); HELD THE PURPOSE OF THIS SURVEY IS TO PARTITION AND MONUMENT THAT LAND DESCRIBED IN
FOUND 2 1/2" ALUMINUM CAP, MARKED �'� STATUTORY BARGAIN AND SALE DEED TO STEVENS RANCH, LLC, RECORDED NOVEMBER 19, 2020 AS
"PLS 1020" PER CS03903; HELD 93m WT 0 VOLUME 2020, PAGE 62260, DESCHUTES COUNTY OFFICIAL RECORDS.
THE BASIS OF BEARINGS IS BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), BASED
UPON REAL-TIME KINEMATIC (RTK) OBSERVATIONS AT COGS CONTROL POINT'STEVENS'. THE
PUBLISHED COCS COORDINATES FOR'STEVENS' WERE HELD.
NW THE EAST BOUNDARY OF SAID DEED WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT THE
SECT
1/4ION 11 NORTHEAST CORNER AND SOUTHEAST CORNER SET IN REFERENCE (R2).
THE NORTH BOUNDARY OF SAID DEED, BEING COINCIDENT WITH THE NORTH LINE -OF SAID SECTION 11,
WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT THE NORTHEAST CORNER OF SAID DEED,
I- � : � THE NORTHWEST CORNER AND NORTH ONE -QUARTER CORNER OF SAID SECTION 11.
LoI
co o � 14, NE 1 4 M' THE WEST BOUNDARY OF SAID DEED, BEING COINCIDENT WITH THE WEST LINE OF SAID SECTION 11,
"' / � (o WAS ESTABLISHED BY HOLDING THE FOUND NORTHWEST CORNER, WEST ONE -QUARTER CORNER AND
3 N N w SECTION 11 N N
co 3 � � w THE SOUTHWEST CORNER OF SAID SECTION 11.
�� o10� co
M �} d M
0 o N N o N o THE SOUTH BOUNDARY OF SAID DEED, BEING COINCIDENT WITH THE SOUTH LINE OF SAID SECTION 11,
'co o 0 0 0l o moo, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT THE SOUTHEAST CORNER OF SAID DEED,
' �� z� Z z�
PARCEL 3 THE SOUTH ONE -QUARTER CORNER AND THE SOUTHWEST CORNER OF SAID SECTION 11.
...
382.02± ACRES (GROSS) THE RIGHT OF WAY OF SE 27TH STREET WAS ESTABLISHED AS M.W. WILSON ROAD BY CROOK COUNTY
358.09± ACRES ON JULY 7, 1910 IN CROOK COUNTY COMMISSIONERS JOURNAL 4, PAGE 394 WITH A RIGHT OF WAY
(OUTSIDE OF PUBLIC RIGHT OF WAY) WIDTH OF 40.00 FEET CENTERED ON THE WEST LINE OF SAID SECTION 11. SUBSEQUENTLY, THE
ARNOLD MARKET ROAD WAS ESTABLISHED, BY DESCHUTES COUNTY ON SEPTEMBER 6, 1928 IN
COMMISSIONERS JOURNAL 2, PAGE 318 WITH A RIGHT OF WAY WIDTH OF 60.00 FEET OVER SECTION 10
' AND SECTION 11. THE CENTER LINE OF ARNOLD MARKET ROAD IS NOT COINCIDENT OR PARALLEL WITH
THE WEST LINE OF SECTION 11.
CW 1/16 CORNER, SECTION 11 THE CENTER LINE OF ARNOLD MARKET ROAD WITHIN THE NORTHWEST ONE -QUARTER OF SAID
FOUND 2 1/2" ALUMINUM CAP, MARKED "PLS SECTION 11 WAS ESTABLISHED AS A STRAIGHT TANGENT, HOLDING RECORD (R3 FIELD NOTES) OFFSET
1020" PER CS03903 HELD EASTING, BEARS CALLS OF 11.60 FEET EAST AT THE NORTHWEST CORNER OF SECTION 11 AND 10.00 FEET EAST AT THE
FOUND 5/8 IRON ROD, NO
0.37' NORTH; DBC, NOT RESET E 1/4 CORNER, D, NON 11 CAP WEST ONE -QUARTER CORNER OF SECTION 11. THIS RESOLUTION FITS VERY WELL WITH THE LOCATION
,
I OF THE EXISTING ROADWAY.
,. rn N AS FOUND IN OCRR 1178, HELD
(N89 40 43 W 1322.75 )R2 N;�
(1322.83')R1 (498.80')R2 N (2163.41)R2 THE EAST RIGHT OF WAY OF 27TH STREET WAS ESTABLISHED HOLDING THE RECORD GEOMETRY FROM
_ - - 1322.80' _ _ 49_8.7_6' `" `� _ _ _ 2163.29' RIGHT OF WAY DEDICATION DEED VOLUME 2023, PAGE 30554, AS SHOWN HEREIN. NORTH OF SAID
N89033-41"W 2645.70' N hh N89°33'41"W 2662.05' --- --- 11 12 RIGHT OF WAY DEDICATION DEED, THE EAST RIGHT OF WAY WAS ESTABLISHED HOLDING A LINE
(N89 54'47"W 2645.66)R1 (N89 54'47"W 2661.87)R1 PARALLEL WITH AND 30.00 FEET EASTERLY OF SAID CENTER LINE OF ARNOLD MARKET ROAD.
CIV
(S89 41'35"E 2645.83)R2 C 1/4 CORNER, SECTION 11; (S89'41'35"E 2662.21)R2
ESTABLISHED AT INTERSECTION OF co THE RIGHT OF WAY OF STEVENS ROAD WAS ESTABLISHED BY DESCHUTES COUNTY ON SEPTEMBER 20,
QUARTER CORNERS ' 1961 IN DESCHUTES COUNTY COMMISSIONERS JOURNAL 8, PAGE 188 WITH A RIGHT OF WAY WIDTH OF
50.00 FEET. THE 1961 ORDER ESTABLISHING SAID ROAD INCLUDES A DESCRIPTION AND BEGINS WITH A
CALL TO THE CENTER LINE THAT IS 8' SOUTH OF THE NORTHEAST CORNER OF SAID SECTION 11; THIS
REFERENCES DESCRIPTION DIFFERS FROM THE ORIGINAL SURVEY PREPARED IN 1962 (R4) WHICH CALLS FOR 13.7
N ( )R1 "SURVEY OF THE W1/2 NW1/4 SECTION 11, T.18S., R.12E.", WM, BY FEET SOUTH.
ctl_ GEORGE COLVIN, LS 1020; FILED JUNE 19, 1980 AS
c� THE CENTER LINE OF STEVENS ROAD WAS ESTABLISHED BY HOLDING RECORD (R4) CALLS OF 13.7 FEET
DESCHUTES COUNTY SURVEY NO. 03903. SOUTH OF THE NORTHEAST CORNER OF SAID SECTION 11 AND ROTATING THE RECORD (R4)
ALIGNMENT TO A POINT OF INTERSECTION WITH THE CENTER LINE OF ARNOLD MARKET ROAD THAT IS
� � ( )R2 PROPERTY LINE ADJUSTMENT, BY ERIK J. HUFFMAN, LS 70814;
FILED DECEMBER 11, 2019 AS DESCHUTES COUNTY SURVEY NO. 20076. 855.8 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SECTION 11. THIS RESOLUTION FITS VERY
r
L, WELL WITH LOCATION OF THE EXISTING ROADWAY.
( )R3 "MAP OF ARNOLD MARKET ROAD NO. 6", BY ROBERT B. GOULD,
� � COUNTY ENGINEER, DATED 1929, ON FILE AS RD01449,
�THE RIGHT OF WAY OF JOHN FERGUSON ROAD WAS ESTABLISHED BY CROOK COUNTY ON
I DESCHUTES COUNTY ROAD DEPARTMENT. NOVEMBER 5, 1908 IN CROOK COUNTY COMMISSIONERS JOURNAL 4, PAGE 368 WITH A RIGHT OF WAY
e� I
M. WIDTH OF 40.00 FEET CENTERED ON THE SOUTH LINE OF SECTION 11 BETWEEN THE SOUTHWEST
co CO (TRAVERSE NOTES PER FIELD BOOK 56)
N
CORNER AND WEST ONE -SIXTEENTH CORNER OF SAID SECTION 11.
w ( )R4 "A.E. STEVENS ROAD" BY JEAN HAWTHORNE, DATED MARCH 30, 1962, ON FILE AS TRACING 391, DESCHUTES COUNTY ROAD DEPARTMENT. THE RIGHT OF WAY OF W.J. MCGILLVRAY ROAD WAS ESTABLISHED WAS ESTABLISHED BY CROOK
cm, ON JULY 7, 1910 IN CROOK COUNTY COMMISSIONERS JOURNAL 4, PAGE 394 WITH A RIGHT OF
SW 1/4 ,�N N o SE 1/4 (RD02215) WAY WIDTH OF 40.00 FEET CENTERED ON THE SOUTH LINE OF SAID SECTION 11 BETWEEN THE WEST
0
SECTION 11 00 o z SECTION 11 ONE -SIXTEENTH CORNER AND THE SOUTHEAST CORNER OF SAID SECTION 11.
v, ( )R5 RIGHT OF WAY DEDICATION DEED RECORDED DECEMBER 13, 2023, AS
VOLUME 2023, PAGE 30554, DESCHUTES COUNTY OFFICIAL RECORDS. THE NORTH RIGHT OF WAY OF FERGUSON ROAD AND MCGILLVRAY ROAD WAS ESTABLISHED BY
( )R6 UNRECORDED RIGHT OF WAY MAP TO DESCHUTES IRRIGATION AND HOLDING A LINE PARALLEL WITH AND 20.00 FEET NORTHERLY OF THE SOUTH LINE OF THE SOUTHWEST
POWER, ITS SUCCESSORS AND ASSIGNED BY RIGHT OF WAY NUMBER ONE -QUARTER OF SAID SECTION 11.
TD-01763, DATED NOVEMBER 11, 1908
Ck� DEWHMS COS *URVEYOR
c) fo
Iri �j
rn nS�O/ Zv 2,.& Cd .. i ll S
�o
RUED
FOUND 2" ALUMINUM CAP, MARKED I
"BECON" PER CS20076 (R2); HELD
( MCGILLVRAY ROAD (
2299.56' R2 352.26 R2 I
2299.36' W.J. MCGIL352.26) 11
N89036'19"W 2651.62' -- 4
(S89 44'11 "E 2651.83')R2
oOD 10 11 N c
i 15 14
LS1051
FOUND 3 1/4" BRASS CAP IN MONUMENT WELL, PER
OCRR 1310, AS FOUND 1N OCRR 2051; HELD
S 1/4 CORNER, SECTION 11
FOUND 2" BRASS CAP W/ PUNCH, NO
MARKINGS AS FOUND IN OCRR 2052, HELD
LEGEND
0 FOUND MONUMENT AS NOTED
0 SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL"
UNLESS OTHERWISE NOTED
® CALCULATED POINT, NOTHING SET
( )* RECORD DATA SAME AS MEASURED 400 4400 Spa
SCALE IN FEET
CS 2 13 0 4 .a
►-
PARTITION PLAT NO. -!9
A TRACT OF LAND LOCATED IN SECTION 11, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
LEGEND
L
CITY OF BEND, DESCHUTES COUNTY, OREGON
o
o
• FOUND MONUMENT AS NOTED
col )
CITY OF BEND PROJECT NUMBER PLLD20220797
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED
N I
I
-MARCH 2O24
"DOWL" UNLESS OTHERWISE NOTED
I
I M
I (
PARCEL
® CALCULATED POINT, NOTHING SET
II
Z
ID EISCHMES COUNff OwpURVEYOR
*
( ) RECORD DATA SAME AS MEASURED
I � �20.00 WIDE SEWER EASEMENT
10.00'--) VOL. 2023, PG. 15839
o w (�
PAE DETAILED ON SHEET 9 ` QS O� (�Z'1 By
0410
�--
457.95'
I
-L. A N
N00041'29"E 1239.95'
PAE DETAIL'P; o
SHEET 9
SE SANTORI N 1 STREET
o
o
0
0
S00041'29"W 1099.95'
-----248_00'---- -
WATER EASEMENT �
33.00'
� I
-
291.50'Of
- - - -Z _r-----
527.45'
60.00 SEE SHEET 9 I
I I
_�--u-------------
Z�------- ----
rn 33.00'
rn
a w PUBLIC ACCESS
I
rn LO
= EASEMENT
o PUE DETAIL 'Q';
I
a i
o
w M M
a w N
o w SEE SHEET 8
- � 20.00
I I o
�
I I.
o w
f^
SEE DETAIL'O''
o w
o
WATER EASEMENT
SHEET 9
TO AVION WATER CO.;
I I co
SEE SHEET 9
PARCEL 2 °°
I � w
1.26± ACRES M
PARCEL
o PUE DETAIL HEREON
w I & SHEET 8 °arno
NI M N
0
�I �
I0 C
co
I 0I Z
0
I
WATER EASEMENT -`�
z I
I
SEE SHEET 9 I
W
SEE PUE EASEMENT;
SHEET 9 (
C78
I S00°41'29"W 271.50'
N
W
26.00'
LO
PUBLIC ACCESS
EASEMENT
c- Lu
--i 10.00' PUE
bo L
PUE DETAIL IQ,
I I I PUE DETAIL Q;
z W
SEE SHEET 8
I SEE SHEET 8
Lu
cc
I I
PARCEL 1
co
8.24± ACRES
o
w
III
00
o
IN
I�
00
PUE DETAIL'Q'
I
SEE SHEET 8
IM
I °r°
WATER EASEMENT �r I
I co
Iz
SEE SHEET 9 I
SEE PUE EASEMENT
I
O w
w
co
50
o
M
rn
b
M
rn
o
cl)
co
M
00
0
00
z
80.00
N00°4129"E
80.00'
1
(R5)'k
9.43'
0
Q
0
Wo_
F-
U Lr
pW �
I
W
N
J
SHEET 9 26.00'
PUBLIC ACCESS I PUE D ETA I L RN
62
EASEMENT I I '
1 -40 I W
UT-1 I I PUE DETAIL 'Q';
00 N I SEE SHEET 8
z O oI I I O 0 /
ZY)�U Z NI
C)(6 PUEI z0 zW
o w� wv ww
N 60.00 Q Q J w w rn warn N20024'36'W 52.47' (R5)* / G�
�. w w � PUE DETAIL Q, 1 I I Q F- F- co � F-
w z SEE SHEET 8 I w o w w w
o F- _O 20.00' -I w Z c=n w > CO=PUE DETAILED
W � a> WATER EASEMENT �--I o F' 0 w o F- a w ON SHEET 9
o ��a
= z TO AVION WATER CO.; I I ¢ cwn V uwi ' G2
SEE SHEET 9 I �-------_- 7 � �
---------- I--- -- �5g.6 F-'
IS -
it 57
248.00' 10.00' PUE 381.10' N00041'32"E 146.58' (R5)* - - N ipoy w
248.63' N00041'54"E 689.10' - - - - C1 _
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP RIGHT OF WAY DEDICATION DEED CENTER LINE ARNOLD MARKET ROAD RIGHT OF WAY DEDICATION DEED U)
2023-30554 HELD 10.0' EAST OF W1/4 CORNER PER(R3 FIELD NOTES) 2023-30554
o MARKED "DOWL REFERENCE MON" N00°41'54"E 12.00 ; o
TRUE CORNER FALLS IN JUNIPER CENTER LINE ARNOLD MARKET ROAD LO
-�-- - - - - - - - - _ S00043'58"W 2649.00'- _ - _ - _ - _ _ - `r'
--- --- --- N00°41'54"E2649.02' ---- - -- - -- - - - _ ___ ___ - _-_ - - - --��-
CENTER LINE ARNOLDFMARKET ROAD SECTION LINE SE 27th STREET �
HELD 11.6' EAST OF NW CORNER PER (R3 FIELD NOTES) (N00 20 50 E 2648.97 )R1 � N00 41 32 E 2649.02
(N0033'40"E 2649.04')R2 INITIAL POINT BASIS OF BEARINGS FOUND SOUTHWEST CORNER SECTION 11,
I (N00'41'54"E 2649.02)R5 FOUND WEST ONE -QUARTER SECTION 11, (N0020'39"E 2649.14')R1
FOUND NORTHWEST CORNER
SECTION 11,
2 1/2" BRASS CAP SET
PER CS20755, HELD
CURVE TABLE
CURVE #
RADIUS
CENTRAL
ANGLE
ARC
LENGTH
CHORD
Cl (R5)*
585.00'
15°30'00"
158.26'
N7°03'28"W 157.78'
C2 (R5)*
289.50'
5°36'08"
28.31'
N17036'32'W 28.30'
C3(R5)*
59.50'
74059'22"
77.87'
N57054'17'W 72.43'
C4 (R5)*
840.00'
11 °19'31"
166.04'
N89°44'13'W 165.77'
359.00'
5°14'04"
32.80'
N86°41'29'W 32.79'
E(RC55)*
24.00'
56026'34"
23.64'
S28054'46"W 22.70'
2" BRASS CAP IN WELL SET PER (R1), HELD (N00 33'27"E 2649. 03')R2 3 1/4 BRASS CAP IN WELL SET PER
(N00'41'32"E 2649.02')R5 OCRR1310, HELD
REGISTERED SHEET 3 OF 9
PROFESSIONAL
--------------- -- z LAND SURVEYOR OWL
Frill 9• •
OREGON
60 0 60 120 DECEMBER 11, 2012 963 SW Simpson, #200
BRIAN C. COURSEN
SCALE IN FEET 86998 Bend, Oregon 97702
RENEWS: 12/31 /2025 541-385-4772
U$21304-
co
O N
z I
_ �
Icn
= p
w
LQ
In
U�cl-
c�
ZU3
I
m�
W
I
Z
�8
W I
^
� I
N?
I
0
i�
�I
00
uI
N �I
W`°
Lo
�Lo
of
I
PARTITION PLAT NO. 20S4-01
A TRACT OF LAND LOCATED IN SECTION 11, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
riry nF RFtin nFcrtui iTFc rni wry nRFrnti
MARKET PLACE SUBDIVISION � Q J MARKET PLACE SUBDIVISION VISION '
w o. IN1116 CORNER, SECnoN 11 CITY OF BEND PROJECT NUMBER PLLD20220797
H FOUND 2 1/2" ALUMINUM CAP, MARKED
"PLS 1020" PER CS03903, HELD MARCH 2024
REED MARKET ROAD S89026'37'E 1483.60'
(N89°05'W 3618.1')CALC R4
— 1278.12' S' _ — 163.88' \ _ �� _ — _ N89006'47"W 3598.75' —�-
47.00' 740.49' — - - - - -
— ——N89'27'44"W 1286.48'/ 1�' p _ _ G
�r-----_ _ ----_ --- — p' -- -/—---------------- I _ �_C16
CEC OVERHEAD POWER LINE / / pp, / 30.00 ACCESS -.-I �
S70°01'25"W 22.32' o 0 0 PER GRANT OR-18227 652�
0 0 0 13 WIDE PER OR-18220 / /, ;'
N89°17 19 W 45.79 ,' V / 2010• NOT RENEWED I �0 SEE DETAIL 'D' 0 0 0
I oo '� / /' SEE SEWER TERMINATED APR/L 1, ,
DETAIL B BY DIVISION OF STATE LANDS] / SHEET 5 Li c6
(30.00')R3 \0 PF•���' / QL�Q / �\ / PARCEL 3 CEC OVERHEAD POWER LINE
�\��\ / '' Q / GO / ,
0 0� �r/ / Oak, �, / / 13 WIDE PER OR-18220
FQj
I- - 30.00' ROADWAY EASEMENT
TO Cl TY OF BEND PER ��� 6 / o0
VOL. 2002, PG. 65564 0�� F, GP\��\\. �0 SOP / / / / / /°\�GF, �Q / N
PARCEL 3 /QQ► / /
DESCHUTESC S ..
17
tK
'Ad Cz J.f f
oOWN
OR cp
I P�\�\Oy / ,, ��,
coGO\� \� \GP �1P
w '
00
03
05c;� / / v�� �\G PG'
S�
p
ZE
p
I0 Co
Q I / E�v/1INN
69
/
W
1 �
\N, S PGA 11
G��G Ro Go��ER
E
I
I
EASTERLY LINE 20' WIDE
I
Lo
COMMUNICATIONS EASEMENT
VOL. 2019, PG. 33278.
M I
SEE SHEET 7
w
Lu
00
30.00 ROADWAY EASEMENT
M i I TO CITY OF BEND PER
^ I
o I VOL. 2002, PG. 65564
100 0 100 200
�, I I SCALE IN FEET
I
J
z
(30. 00')R3
J
0
I I
a 3
I
N89018'06"W 14.43'
O a
1.
I
SEE DETAIL'A', HEREON
N
i
(55.00)R5*
cn
Lu
o
OI
N00041'54"E 260.63'
OON2
0
rn
0
Z'
10
11-,
RIGHT OF WAY DEDICATION DEED
SE PELEE DRIVE
2023-30554
CENTER LINE ARNOLD MARKET ROAD
HELD 10.0' EAST OF W114 CORNER PER (R3 FIELD NOTES);
0
c
SHEET 3
W
�- cp
cp
c)
00
�00
N 'q
0
W c)
( U)
i
I�
0o
W CL U-)
li
I
wm�
I
Q � o
I
ono
OVN
1
c o
1 °'
Io
0
In
W
I-coPARCEL
3
a,-S89°15'10"E 9.95'
�r-
N� S89°18'06"E 14.43'
DETAIL 'A'
1 "=100'
CURVE TABLE
CURVE #
RADIUS
CENTRAL
ANGLE
ARC
LENGTH
CHORD
C15
548.00'
29058'00"
286.61'
S75054'13"W 283.36'
C16
573.00'
(573')R4
29058'00"
(29 58')R4
299.69'
(299.7)R4
S75054'13"W 296.28'
C17
598.00'
10041'29"
1 111.59'
S66015'58"W 111.43'
VVL. LVLL, rV. LJJCJ/
I I
--� I-�-30.0o'
PARCEL 3 15.00'—I I I ,
r--15.00
III
II
I I
Q I I
I
I
I N
141%
F- I
to
CENTER LINE 30' I cn
N SEWER EASEMENT -�)
W VOL. 2022, PG. 25581
� I I
II
I
I I
w
00
I
a_ O I i
oN o o
0 6
-----�i----
-------------------------------------------------— _ _
--------— 1813 W ----------- N89°'"1177.21'------ --
O
0
Sri ,
SEWER DETAIL'B'
1 "=200'
LEGEND
FOUND MONUMENT AS NOTED
O
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED "DOWL"; UNLESS OTHERWISE NOTED
®
CALCULATED POINT, NOTHING SET
( )*
RECORD DATA SAME AS MEASURED
COID
CENTRAL OREGON IRRIGATION DISTRICT
L0
W
W
CS 2 13 0 4-
PARTITION PLAT NO. SOE4- — q
A TRACT OF LAND LOCATED IN SECTION 11, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CITY OF BEND PROJECT NUMBER PLLD20220797
MARCH 2O24
I II
SEE DETAIL 'E' HEREON
0o
SEE DETAIL 'E' HEREON
N 114 CORNER SECTION 11
N
FOUND 3 1/4" ALUMINUM CAP, NO MARKINGS,
AS FOUND IN OCRR 2049; HELD
o SEE DETAIL 'C'
N HEREON
o
- - - 0
2 �- CENTER LINE SE STEVENS ROAD -
(N89°05'W 3618.1')CALC R4 0
- - - - _ -
_ -
11 SE STEVENS ROAD - -
N89006'47"W 3598.75'
- - - - - cd -
_ _ _ -
- — _ _ _
-------
o o —----------=---------�
_--------------
��
---_------------------------
—N89006'47"W2296.43'—
--------_----_ - N89°27'44"W 2448.22' -- _----_----_----_----_----
—
----_--
� N o o
SEE DETAIL F HEREON CEC OVERHEAD POWER LINE
0
'D'
13 WIDE PER OR-18220 GUY ANCHOR
o 0
o o
�
0
UN N l
RFC
SEE DETAIL HEREON
PARCEL 3 73.3' SOUTH AND
�
qV� pN lyq r� R FD p
D l
518.2' EAST OF
R co /p4-o" l
0, Fq
N 1 /4 CORNER SECTION 11
Sr 1,S j e4 1 . pp, l
q lF 06 MFiyr
�gNOs 7
Rp/t/
N70R)
/
LEGEND0
/
/
FOUND MONUMENT AS NOTED
/
/
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL"; /
UNLESS OTHERWISE NOTED
/
® CALCULATED POINT, NOTHING SET
/
/
( ) RECORD DATA SAME AS MEASURED
/
/
/
/
/
/
/
/ N
co h
h
/ N
N
CO
Irl
DETAIL 'C' DETAIL 'D' //
co
111=20' 111=w toD' /
I
0
O CENTER LINE O
N
N SE STEVENS ROAD N 114 CORNER
SE STEVENS ROAD SECTION 11
i_ N89006'47"W 958.41'
ci I in
SECTION 2 _ _ ►� _ _ 00 I
SECTION 11 '0J
I w S89°26'37"E 958.50
o N I co O
ui t': I N I 0
04 °
Z N I cn
PARCEL 3
DETAIL'E'
NOT TO SCALE
0 2 SE STEVENS ROAD
_ SECTION 2 _ _
SECTION 11 O --- ---
� 11
7 14.00' -0c" N89°06'47"W o0
ALI�.T
�1
20.00' _ 10.00' o 0
Sri rri
CEC POLE AND ANCHOR
PER (OR-18220)
ro
0
O
PARCEL 3
DETAIL'F'
—'t U
100 0 100
SCALE IN FEET
S 114 CORNER, SECTION 11
FOUND 2" BRASS CAP W/
PUNCH, NO MARKINGS AS
FOUND /N OCRR 2052; HELD
21.03' 11
X— FOUND 2" ALUMINUM CAP MARKED
"BECON" PER CS20076; HELD
REGISTERED SHEET 5 OF 9
PROFESSIONAL
LAND SURVEYOR
0 (3 w
OREGON
DECEMBER 11, 2012 963 SW Simpson, #200
200 BRIAN C. COURSEN
86998 Bend, Oregon 97702
RENEWS: 12/31 /2025 541-385-4772
2 1 3 0 4 ---
PARTITION PLAT NO. IDESCHUM COUM SURVEYOR
A TRACT OF LAND LOCATED IN SECTION 11, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON 01-11
OS" 6l _Byted
CITY OF BEND PROJECT NUMBER PLLD20220797
MARCH 2O24 FUND zq
eFCON U F/NUM cqp
� I R CS200> MgRk�D
PARCEL 3 PARCEL 3 PARCEL 3 tiF�O
1
h / S80033'49"W 5.01'
l � W
S13050,,Ofrvv 92 341 2�, � / N8003349"E 5.01' 09°26�11"E 2� 9311250.g5' � � \ \ N
SO 036'11 "W 608.37' 1„`N 5% S09
7-------------- o°a1�,� c o W.J. MCGILLVRAY ROAD
o� S09°° 2C_11-E � � /V �y b
a ,M, 51 5
o 0o w
/o a 34
„W 310. _ - EXISTING 20.00' R/W '
/ moo MEND m c N9.26'11
- - N01_36'11"E 910_55' �5�226�3 '
C11
R�OyT OF " ' Pv1pN `�2023 P
' EXISTING AVION WATER EASEMENT
C10 �XIS(ING V0�' VOL. 2023, PG. 22673
EXISTING A VION WATER EASEMENT
1
VOL. 2023, PG. 22673 SE 27TH STREET ' zo
M
SE 27TH STREET SE 27TH STREET Z_'� N
N
DETAIL'R;
D ETA I L' G' D ETA I L' H' PUE D ETA I L' I' SEE SHEET 8 r
11� 1 - 11- 1 11� 1 L M
i I o 1cz
LEGEND 1 10 1 -20 1 20 I I 1 z
Q FOUND MONUMENT AS NOTED r _�
�; PARCEL 3
N Q SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL"; I I °0"i
w UNLESS OTHERWISE NOTED I I z
M I I ILUca ono ® CALCULATED POINT, NOTHING SETz
0 S84°21'07"E 4.00' N I I I Q
W 00 S88023'49"E 5.35' ° ,
� (R#) RECORD DATA SAME AS MEASURED S_O1'36-11"W - - - rS6 51 14"W 22.81' N81°56'24"W L61 I I a �
° S88°23'49"E 16.93' -1 N88°23'49"W C27 - - - _ -I f 4.00' N I I I Q z
4.47' S1°36'11"V1/ I 9.82' o N2�r• _ --Qw,l I I U
S89 18 31 E 7.06 (R5) - - � I I Z
S01°36'11"W 14 84 a � ��34��. + _C24
W so 10.00' - - - - _ _ S01 °36'11 "W °' ?8 3�• c�
- Q 608.37 L 268. -- 8 1j, cz
°0 1 I I C
Ow o 38' 26� per,, o W I�
F co
1
lih oa �? C9 \� \ o�
��\\a
M IN ---
N0136'11 "E 910.55' `- a I I I
M I�------------- SE 27TH STREET I I I W
� EASTERLY LINE OF EXISTING AVION
W I WATER EASEMENT VOL. 2023, PG. 22673 i i ILL
N I W
w N00041'32"E 1151.16' Uf U 1
N boo DETAIL'R; I' I 1
I� SE 27TH STREET SEE SHEET 8
Z I� C19
S3° 15'50"E 5.00'
I�
s85°49'27"W 23.40' PUE DETAIL ' J' PUE DETAIL ' K' N I Ico
cm
1 11=20' 1 11=201 "j
° „ SEE PUE N5 0517 W 5.00 DETAIL K
1 �
% C20 PARCEL 3 PUE DEDICATED HEREIN SEE DETAIL'H' I I ' o
N
v \� S13°50'40"W 92.34' SEE PUE DETAIL'S SEE PUE DETAIL'I' 'o C14 / N
M �C22- C23- _r- C24 0o S09°26'11"E 250.95' o C13
E- -L SEE DETAIL'G' o ° o ll --
Z
w C-9 C9 S09 2611E 48.12 o S09°26'11"E 34.49' L
o S01 °48'49"W 451.63' _ - � � X
N09°26'11"W 48.11' 1 W 310.34_ - �Z w n W
- - - - - - _ _ _ _ S01 °36'11 "W_608- j ,�
_ g,1830'40"E--------------------- N01°36'11"E 910.55'-==----rr1------S01°36'11"W_268.38' _ --L-- ----- _ ►--'�Np9°261 G �'�'
(R5)* C10 ------------------------- - - ------ N014849 E 451.63'=_--------- N06°58'10"W216.65'(')S00°23'41"W55.80'(R5)" M10
N00°41'32"E 1151.16' (R5)"
rnt6
RIGHT OF WAY DEDICATION DEED o EASTERLY LINE OF EXISTING AVION WATER o C11 RIGHT OF WAY DEDICATION DEEDco
2023-30554 o SE 2 7 t h STREET EASEMENT VOL. 2023, PG. 22673 0 2023- 30554
---- --- --- --- --- -- --- --- --- --- --- --- --- --- ---
o In
■
V
Z
i
O U)
G
PONDEROSA ESTATES, SECOND ADDITION 0 0W EAGLE RIDGEce 19
FERGUSON COURT, W
Iaj PHASE 11 LL
v / I
CURVE TABLE
CURVE #
RADIUS
CENTRAL
ANGLE
ARC
LENGTH
CHORD
C6 (R5)"
750.00'
6°12'45"
81.32'
N85020'23"E 81.28'
C7 (R5)"
129.00'
14°11'33"
31.95'
N75°08'14"E 31.87'
C8 (R5)"
54.50'
75032'01"
71.85'
N30016'27"E 66.76'
C9 (R5)"
290.50'
21°20'14"
108.18'
N3010'33"E 107.56'
C10(R5)"
739.50'
13°09'09"
169.75'
N7°16'06"E 169.38'
C11 (R5)"
1382.46'
6°34'31"
158.65'
N2°35'44"W 158.57'
C12(R5)*
129.00'
30034'29"
68.84'
N22°19'55"W 68.02'
CURVE TABLE
CURVE #
RADIUS
CENTRAL
ANGLE
ARC
LENGTH
CHORD
C13 (R5)"
29.00'
59°40'02"
30.20'
N67°27'10"W 28.85'
C14 (R5)*
527.00'
0°26'19"
4.04'
S82055'58"W 4.04'
C19
740.00'
1 042'36"
22.09'
S87035'28"W 22.09'
C20
740.00'
2040'43"
34.59'
S83034'22"W 34.59'
C21
119.00'
14011'33"
29.48'
S75008'14"W 29.40'
C22
44.50'
75032'01"
58.66'
S30016'27"W 54.51'
C23
300.50'
12011'15"
63.92'
S1 023'56"E 63.80'
CURVE TABLE
CURVE #
RADIUS
'CENTRAL
ANGLE
ARC
LENGTH
CHORD
C24
300.50'
4049'53"
25.34'
S11 025'44"W 25.33'
C25
15.00'
75052'03"
19.86'
S58037'12"E 18.44'
C26
537.00'
17011'43"
161.16'
S87057'23"E 160.56'
C27
90.00'
10014'48"
16.10'
S84028'55"E 16.07'
C28
527.00'
17029'21"
160.86'
N88006'12"W 160.24'
C29
100.00'
10014'48"
17.88'
S84028'55"E 17.86'
:LAND
EGISTERED SHEET of 9
OFESSIONAL
SURVEYOR
z 02 E:) 0 W L
L%Tivivi
OREGON
100 0 100 200 DECEMBER 11, 2012 963 SW Simpson, #200
BRIAN C. COURSEN
SCALE IN FEET 86998 Bend, Oregon 97702
RENEWS: 12/31 /2025 541-385-4772
21304
PARTITION PLAT NO. 1-11024 - q
A TRACT OF LAND LOCATED IN SECTION 11, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
UNLtbb U I hitKVVIJt NU I tU i
i
i
® CALCULATED POINT, NOTHING SET
( )* RECORD DATA SAME AS MEASURED
�$21304-
CS 2 13 0 4 -
CURVE TABLE
CURVE #
RADIUS
CENTRAL
ARC
CHORD
ANGLE
LENGTH
C4
840.00'
11019'31"
166.04'
N89044'1WW 165.77'
PARTITION PLAT NO. 2ozA-Iq
A TRACT OF LAND LOCATED IN SECTION 11, TOWNSHIP'18 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CITY OF BEND PROJECT NUMBER PLLD20220797
MARCH 2O24 PARCEL 3
N89018'31"W 11.00' N89018'31"W 11.00'
0900W 15.33 N45°'"'
_ N46031'57"E 15.33'
594.98' 60 00'
497.27'
S00041'29"W 1239.95'
PAE
PAE DETAIL'P';
HEREON SE SANTORINI STREET
N00041'29"E 1099.95'
_ _ 0.00,
-� S00°41'29"W 202 94' - - - - - I - - - - - - - - - - - -
� 3.1T N00 ' -T 29"AVION WATER EASEMENT °41'29E80.86U N412E 12.20 E 127.2-5'- - 0-0°-'129 E-130-.63'
-
bw j III o S891831E1 w S89°18'31 "E 3.17' S89°18'31"E 3.17'-N89°1831W 3.1789°1W�j
a N89°18'31 "W 16.70'831 W 3.17 J a a. 7 -89°18'31"W 3.17'
N00041'29"E 19.75
a
S00°41'29"W 10.00'
o N00°41'29"E 19.75'o o
o
CD
0
SEE DETAIL'N' 20.00' ( N00041'29"E 19.75' CD
HEREON WATER EASEMENT L.--I SEE DETAIL'O' c i
ul)TO AVION WATER CO. I I HEREON °0
T
r N PARCEL 2 z
z
I
SEE PUE EASEMENT; I I �� SEE PUE EASEMENT;
j
SHEET SHEET 3 & SHEET 8
N00042'08"E 12.60' N00041'29"E 10.00' I PARCEL 7
AVION WATER EASEMENT �t.
PUE
- --S89017'52"E 22.00' o n I ---ice Zz!!!5
N N89 18 31 W 32.77 -�I
Soo°42'08"W 12.59' I S00041'29"W 10.001SE SANTORINI STREET
�I � I I
SE SANTORINI STREET
PARCEL 3 i i %s0041'29"W
°' Z 22.99' 8.25'
� I o N00041'29"E 7.69' o w PUE S89018'31"E I I N89018'31"VV
M �r M I SEE PAE EASEMENT; 0 0 0 ° 19.84 19.84'
00 cf)I I I SHEET 3 PUE N00°41'29"E 426.51' v a N00 4129 E 80.86 Vci PUE --I V11_ _ N0041'29"E
W w W --- ° „ I I 212.62' -
::: z I I W / N00041'29"E 27.3T S89 18 31 E L0.32 17.45
- - -
W I =j 5.19 N0041'2911E L J AVION WATER
in
ti
S00 4129'W 10.00 -1 Ico I-
L EASEMENT
N00°42'08"E 12.55' w
W VI N t I I W w � V- M �ci NO°41'29"E
PUE AVION WATER EASEMENT I I I Z M co 8.25'
o
CD 0 o S89017'52"E 22.00' o n I Z rn
N S89 1831 E 32.77 -•-I I I a, PARCEL 3 N z
i I I � PARCEL 2
o
PARCEL 1
S00 42 08 W 12.55 I I o I '
N00041'29"E 10.00'
I I SEE PUE EASEMENT;
O ( SHEET 8
z o I I DETAIL ' N' DETAIL 'O'
o, gU r I zO
w w I -1 2 1"=20' 1 ��=20'
co
w I aw
w z 20.00 I w S00047'31 "W 157.20'
o F- O WATER EASEMENT I z
w
Q TO AVION WATER CO. o Q O S21 °42'29"E 28.98'
I I ��a
---------------------- I ---------------------------- ------ ---
S89018'28"E 5.00' -
N0041'32"E 18.18
cn
SE 27TH STREET ---�Z�
N89018'31"W 16.09' S69011'12"W m
�r\/-17.30'
60.00' \�----- PAE 594.98'
LEGEND
0 FOUND MONUMENT AS NOTED
Q SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL"
UNLESS OTHERWISE NOTED
® CALCULATED POINT, NOTHING SET
( )* RECORD DATA SAME AS MEASURED
CS 2 1304
S0°41'29"W
6.34'
W
SE
SANTORINI
0
STREET
W
W
6.34'
.J
3
S0041'29"W
W
o o
''� PAE PUE
C�
U)
z
S67048'15"E 17.29'
PARCEL 3
DETAIL ' P'
1 "=40'
SO4 28 28 E 5.00
r
L=13.56' - l
600,pv� 1
�39 35
v
U
REGISTERED SHEET 9 OF 9
PROFESSIONAL
LAND SURVEYOR
OWL
alevel•
OREGON
DECEMBER 11, 2012 963 SW Simpson, #200
60 0 60 120 BRIAN C. COURSEN P
86998 Bend, Oregon 97702
SCALE IN FEET RENEWS: 12/31 /2025 541-385-4772