HomeMy WebLinkAboutSurvey 21714PARTITIONPLAT NO. 102 -
Deschutes County Official Records
Steve Dennison, County Clerk 2026-06117
LOCATED IN THE EAST 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION
15, �=
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN
01592926202600061.170020029
CITY OF BEND, DESCHUTES COUNTY, OREGON
D-PP Cnt=1 Pgs=2 Stn=6 03/05/2026 08:18 A` I
$25.00 $11.00 $61.00 $10.00 $10.00 $ 117. 00
FEBRUARY 2026
PLLD20250473
SURVEYOR'S CERTIFICATE:
DECLARATION:
TITLE ENCUMBRANCES AND NOTES:
toy 153� 2
I, BRAD R. RHOADES, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY
KNOW ALL PERSONS BY THESE PRESENTS THAT DRP ODIN 28, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS
AS DISCLOSED IN AMERITITLE ...__.1.......... ... _- REPORT FILE NO. ;Q4QW-&&, REPORT NO.
DEVEIAPMENY
CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, THE LAND SHOWN
OWNER OF THE LAND SHOWN ON THIS PLAT, HAVE CAUSED THE LAND HEREIN DESCRIBED TO BE SURVEYED AND
ON THIS PLAT, TO THE NORMAL STANDARDS OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN
PARTITIONED INTO PARCEL 1 AND PARCEL 2, ACCORDING TO THE PROVISIONS OF O.R.S. CHAPTER 92, AS SHOWN
1. REGULATIONS, INCLUDING LEVIES, LIENS, ASSESSMENTS, WATER AND IRRIGATION RIGHTS
OREGON, SAID LAND BEING A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE
HEREON;
AND EASEMENTS FOR DITCHES AND CANALS OF THE ARNOLD IRRIGATION DISTRICT.
NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AND HEREBY DEDICATES, TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE PUBLIC STREET RIGHT OF
BARGAIN AND SALE DEED, INCLUDING THE TERMS AND PROVISIONS THEREOF,
WAY OF MAGNOLIA LANE AS SHOWN HEREON.
DATED: DECEMBER 19, 2022
INST. NO.: 2022-43712
BEGINNING AT THE INITIAL POINT, BEING A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED "S&F
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD THIS PARTITION PLAT.
(WATER RIGHTS SOLD BACK TO ARNOLD IRRIGATION DISTRICT, NO DITCHES OR
LAND SERVICES" LYING ON THE SOUTH RIGHT OF WAY LINE OF HEARTHSTONE LANE, SAID POINT BEARS
CANALS OBSERVED ON THE SUBJECT PROPERTY)
SOUTH 25'54'11" EAST 67.40 FEET FROM A 5/8 INCH IRON ROD MARKING THE SOUTHEAST CORNER OF LOT
5, BLOCK 4 OF TARA VIEW ESTATES FIRST ADDITION; THENCE ALONG SAID SOUTH RIGHT OF WAY LINE,
2. PRIVATE ACCESS EASEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF,
SOUTH 89°52'34" EAST 656.01 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST 1/4 OF THE
AFFECTING THE PORTION OF THE LAND AND FOR ROADWAY PURPOSES RESERVED IN
NORTHEAST 1/4 OF SAID SECTION 15, MARKED BY 1/2 INCH IRON ROD; THENCE LEAVING SAID SOUTH
r
INSTRUMENT:
RIGHT OF WAY, ALONG SAID EAST LINE, SOUTH 00`42'36" WEST 1269.30 FEET TO A 1/2 INCH IRON ROD
`�
RECORDED: SEPTEMBER 18, 1968
MARKING THE CENTER -EAST 1 /16 OF SAID SECTION 15; THENCE LEAVING SAID EAST LINE, ALONG THE
INSTRUMENT NO.: 161 /4
SOUTH LINE OF SAID SOUTHWEST 1/4 OF THE NORTHEAST 1/4, SOUTH 89°53'04" WEST 654.77 FEET TO A
(AS SHOWN HEREON)
1/2 IRON ROD; THENCE LEAVING SAID SOUTH LINE, ALONG THE WEST LINE OF SAID EAST 1/2 OF THE
DATE
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SW1 /4 OF THE NORTHEAST 1/4, NORTH 00°39'10" EAST 1272.03 FEET TO THE INITIAL POINT.
DRP ODIN 28 LLC, A DELAWARE LIMITED LIABILITY COMPANY
CONTAINING 19.12 ACRES, MORE OR LESS.
BRAD R. RHOADES, 91917PLS
2 /Z.6 /2oZ6
DATE
ASSESSOR'S CERTIFICATE:
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES, AND OTHER
CHARGES, REQUIRED BY LAW TO BE PLACED ON THE 202_-202 40 TAX ROLLS,
WHICH BECAME A LIEN OR WILL BECOME A -LIEN ON THIS PLAT DURING THIS TAX YEAR
BUT NOT YET CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION HAVE BEEN PAID, TO
ME.
t' �o
DESCHUTES COUNTY ASS SOR DATE
I HEREBY CERTIFY THAT ALL TAXES ARE PAID TO THIS DATE.
6A 4f)UX 9&A4�= .3- 4- ZQZ6
DESCHUTES COUNTY TAX COLL&TOW DATE
ACKNOWLEDGEMENT:
STATE OF tVcw 4ork-Ss
--- )
COUNTY OF Ntw tPrlL )
ON THIS ; -_ DAY OF F�bPUQJ' 20 ?w_, BEFORE ME PERSONALLY APPEARED
livWm" O►X'V 0.Y'
AND ACKNOWLEDGED SAID INSTRUMENT TO BE HIS VOLUNTARY ACT AND DEED ON BEHALF OF DRP ODIN
28, LLC, A DELAWARE LIMITED LIABILITY COMPANY.
f
NOTARY PUBLIC
PRINTED NAME: joas"p Ins Q. 0_Iry%1;0
NOTARY PUBLIC- Ncwd rk______
COMMISSION NO: 0 j C j00 a(,S S 1
MY COMMISSION EXPIRES: -7 S- a0�8
JOSEPHINE G CIMINO
NOTARY PUBLIC, STATE OF NEW YORK
Registration No. 01 C10026551
Qualified in Nassau Count
My Commission Expires
SHEET INDEX:
SHEET 1 SURVEYOR CERTIFICATE, DECLARATION,
APPROVALS, ACKNOWLEDGEMENT, ASSESSOR CERTIFICATE
SHEET 2 - PARTITION MAP
DrES"CHUMS COUNTY SURVEyom
LED • Co 1 f(4_5
APPROVALS:
HEREIN PARTITION PLAT HAS BEEN EXAMINED AND APPROVED BY:
DESCHUTES COUNTY BOARD OF COMMISSIONERS DATE
03-044-goA6
DESCHUTES COUNTY SURVEYOR DATE
3�
CITY OF BEND PLANNING MANAGER DATE
3 202�6
CITY afolBEND ENGINEER DATE
SIGNATURE OF CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF BEND
OF ANY DEDICATION MADE HEREIN TO THE PUBLIC.
NOTE: THERE ARE NO WATER RIGHTS APPURTENANT TO THIS PARTITION PLAT
SHEET 1 OF 2
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2439504-PARTITION.dw
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BLOCK 4 m Z
LOT U J LOT8 I LOT I I LOT 13 I LOT14 I LOT4
1 15 BLOCK 3 BLOCK 3 101
HEARTHSTONE LANE _S00°42'36"W 60.06i 1 NE1/16
SURVEY TIE \
S25°54' 1 1 "E 67.40' ` 114 S89°52'34"E 656.01 '
107 SEE DETAIL 'A'
INITIAL POINT I ! Y 11 566.01' 1
596.01' 30.00' VARIES
0o I 30.00'
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30.00' EASEMENT PER
N I I VOL. 161, PG. 4
00
N N
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±3.89 ACRES �,I w l
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PARTITION PLAT NO. 10?.0
LOCATED IN THE EAST 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 15,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 2026
PLLD20250473
NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO PARTITION THAT PROPERTY DESCRIBED IN THAT
CERTAIN SPECIAL WARRANTY DEED RECORDED DECEMBER 16, 2025 IN INSTRUMENT NO.
2025-34737, DESCHUTES COUNTY OFFICIAL RECORDS, INTO PARCEL 1, PARCEL 2, AND
PUBLIC ROADS AS SHOWN HEREON.
THE NORTH LINE WAS CALCULATED BY HOLDING FOUND MONUMENTS 107 & 114 AND THE
WESTERLY EXTENSION THERE OF. THE NORTHWEST CORNER WAS CALCULATED ALONG SAID
WESTERLY EXTENSION AT THE RECORD DISTANCE PER REFERENCE (A) FROM FOUND
MONUMENT 114.
THE WEST LINE WAS CALCULATED BY HOLDING FOUND MONUMENTS 110 & 114 AND THEN
OFFSETT G 30 00 FEET EST WHICH FIT VERY WELL WITH FOUND MONUMENT 109
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DEDICATED RIGHT OF WAY THE SOUTH LINE WAS HELD BETWEEN FOUND MONUMENTS 108 & 109.
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30.00' w
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PER THIS PARTITION PLAT
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±0.48 ACRES THE EAST LINE WAS HELD BETWEEN FOUND MONUMENTS 107 & 108.
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595.73'
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BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM
Q
MAGNOLIA LANE (COCS) DERIVED FROM GPS OBSERVATIONS, UTILIZING THE OREGON REAL-TIME GNSS
1 I 1 N89°52'34"W 625.73'
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SURVEY TIE
S89°22'05"E 60.01'
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PARCEL 2
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± 14.75 ACRES
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624.77' 1 l�
109 110 S89°53'04"W 654.77' 108
(N89°53' 18"E 655.13')(A) C-E 1 /16
LOT 7
2439504_PARTITION.dw,
NETWORK (ORGN) AND DESCHUTES 13 TRANSFORMATION, BETWEEN FOUND MONUMENTS 107
& 108 ALONG THE EAST LINE, BEING S00°42'36"W 1269.30', AS SHOWN HEREON.
LEGEND:
FOUND SURVEY MONUMENT, SEE FOUND MONUMENTS
TABLE FOR FURTHER DESCRIPTION
0 SET 5/8" X 30" IRON ROD WITH YELLOW
PLASTIC CAP MARKED "S&F LAND SERVICES"
( ) RECORD DATA PER CITED REFERENCE
SURVEY REFERENCES:
(A) RE -SURVEY BY JEAN WM. HAWTHORNE DATED OCTOBER 9, 1967
FILED AS CS03959 IN THE DESCHUTES COUNTY SURVEYOR'S
OFFICE.
(B) SUBDIVISION PLAT OF TARA VIEW ESTATES FIRST ADDITION BY
ROBERT M. KARL, FILED 04/13/1979 AS CS10086 IN THE
DESCHUTES COUNTY SURVEYOR'S OFFICE.
DETAIL 'A'
SCALE: 1 "=20'
HEARTHSTONE LANE
i
S89°52'34"E 30.00' S89°52'34"E 30.00'
107
S00°41'46"W 7.47' S00°41'46"W 7.77'
7 ! 1
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100, 0 50' 100, 200'
Mimi
SCALE: 1" = 100'
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD
C1
95.87'
270.00'
20°20'40"
N09°28'34"W 95.37'
C2
85.22'
240.00'
20°20'40"
N09°28'34"W 84.77'
C3
85.28'
240.00'
20°21'30"
N09°28'09"W 84.83'
C4
74.62'
210.00'
20°21'30"
N09°28'09"W 74.23'
DESCHUTES COUNTY SURVEYOR
FlLED 0,3a6 Z°zb By. Co Ifins
FOUND MONUMENTS TABLE
POINT NO.
DESCRIPTION
101
1 /2"
INCH
IRON
ROD WITH YELLOW PLASTIC CAP MARKED "SCE&S", SET IN (B)
107
1 /2"
INCH
IRON
ROD, UP 0.2 FT, SET IN (A)
108
1 /2"
IRON
ROD,
UP 0.1 FT, SET IN (A)
109
1 /2"
IRON
ROD,
UP 0.4 FT, SET IN (A)
110
1 /2"
IRON
ROD
BENT SOUTHEASTERLY, SET IN (A)
112
1 /2"
IRON
ROD,
FLUSH WITH GROUND, SET IN (A)
113
1 /2"
IRON
ROD,
DOWN 0.2 FT, SET IN (A)
114
1 /2"
IRON
ROD,
UP 0.2 FT, SET IN (A)
115
5/8"
IRON
ROD
IN CONCRETE, UP 0.2 FT, SET IN (B)
SHEET 2 OF 2