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GRANT COUNTY
PLANNING DEPARTMENT
P.O. Box 37 - 264 WEST DrVISrON AVENUE
EPHRATA, WA 98823
(509)754-2011 EXT 2501
LAND USE ACTIVITY
ACKNOWLEDGEMENT AND AUTHORIZATION FORM
I, 6"A /1li f 14A4-ef//Z0 4 tzAA.r (vLIA11f legal owner 'S
of Parcel (s) I �J i - 29 95 - ey 1 1-7 l - 2 13;) - C%y 3 , hereby authorize
T?(LA t (dam Af v r.� 5y a `l;GY /Al 6t to act as my agent, in the
P�dy"r7A-�-/ Ii/iVg't7�yyr /�1 ei .17 application filed in the
Grant County Planing Department.
Date Date
RECEIVED
- -- JUL 2.2--2020
� iRANT COUNTY CO
71112020, 9:14 AM
Date Fee Paid:
a
GRANT COUNTY
32 C STREET NW
P.O. Box 37 - Ephrata, Washington 98823 - (509) 754-2011 x 2501
SEGREGATION / BOUNDARY LINE ADJUSTMENT / LOT CONSOLIDATION APPLICATION
Application Number:
Legal Owner's Name OLGA MOSKALENKO & GRANT COUNTY Phone ALEX B: 541-829-3166
Mailing Address C/0 ALEX BISRIKA @ PHONE NO. ABOVE
City, State, Zip Code PO BOX 377623 OCEAN VIEW, HI 96737
Situs Address (if Known) 7437 NE ROAD 20 SOAP LAKE WA.
Reason for Segregation / Boundary Line Adjustment / Lot Consolidation
RECONFIGURE THREE PARCELS TO CREATE A 40 ACRE PARCEL WITH EXISTING STRUCTURES ON
ONE PARCEL, AND THE BALANCE OF THE THREE PARCELS TO BEA SECOND PARCEL.
The following must be submitted at time of application:
1. A map depicting the segregation or boundary line adjustment. (Survey may be required. Please check
with the Planting Department prior to completion of application.)
2. Complete legal description.
The above information is true and complete to the best of my knowledge. Boundary line adjustments will require
signatures of both G rWdratee or their agent.
Date
Signa±e of G t r t
Date
Signature of Grantee/Agent
NOTICE TO PROPERTY OWNER
Grant County does not guarantee building site, legal access, available water, or septic areas for parcels receiving approval for
boundary line adjustments or segregations. Platting your property (if you can meet planing and subdivision standards) will ensure
certain development rights. All property taxes must be paid in full on all affected parcels being segregated/ boundary line adjusted
prior to completion of this application process. The Treasurer's office cannot stamp your deed for recording until all taxes and
assessments are paid in full.
Final review by the County Planning Department will require confirmation of ownership and legal description by the
County Assessor's Offlce.
OFFICIAL USE ONLY
Segregation/Boundary Line Adjustment Fee 5200.00 Date Paid Rcpt #
Original Parcel # New Parcel #
Original Parcel Size Proposed Parcel Size
Parcel Zoning Minimum Lot Size
Departmental Review:
1. Assessor's Office Date
2. Planning Department Date
3 Treasurer's Office Date
Summary:
Special Instructions:
(Check One)
Segregation Boundary Line Adjustment ✓ Paredt No._, 05
Lot Consolidation
Revised 1/15/02
JUL 2 2 20219
- — - 'IRANT COUNTY--
BOUNDARY LINE ADJUSTMENT/ RECORD OF SURVEY
PORTIONS OF THE NORTHWEST ONE QUARTER AND THE SOUTHWEST ONE QUARTER OF SECTION 29, TOWNSHIP 22 NORTH, RANGE 28 EAST, W.M., GRANT COUNTY, WASHINGTON
S 88'30°30' E 2857.03 (S 88.31'00' E 2657.711 (S 88'30'13' E 2657.05)
\
\
_ _ _ROAD 20 NE
12681288.55.50
CANAL, JULY,
\ 1328.52
/
2020.
\
f I
NORTHWEST CORNER FOUND
R
$
•
SECTION 29, T22N, R28E CORNER
d
FOUND USSR BRASS CAP FALLS 7.5't/-
SECTION 29, T22N, R28EFOUND
0
IN CASE IN CENTER OF NORTH OF
•
ROAD. 2020 JULY, EAST -WEST
$ ;
i
BARBED WIRE
FENCE
lr SHOP I
gTORAGE
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3' /'
PARCELA
40.00 ACRES PE
INCLUDING
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ROAD
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0 400 800
EXISTING PARCFFF.���LI
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SCALE: 1' = 400'
OR
S88.30.
BB°30'30' E 11270.5'
ry�
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I
WITNESS CORNER: FOUND USSR
BRASS CAP FLUSH WITH GROUND IN v
-SOUTH BARBED WIRE FENCE
NORTHS
PARCEL B
57.57 ACRES
S I
z
LINE. BRASS CAP MARKED WITH A
DISTANCE OF 251.68 REFERENCING A
INCLUDING
ROAD
DISTANCE SOUTH TO THE ONE
QUARTER CORNER. FITS THE
LOCATION OF THE NORTHERLY CANAL
EASEMENT LINE WITHIN 0.03'.
I N 00°3644' E 251.68
S 88.25'18' E 2664.79
WEST ONE �� �--••- .-..-.
QUARTER -11429\ 1332.39
NEW
EXISTING PARCEL
LINE
IS 88°25'04' E 26644,811
666 2u L
CORNER (1143)
SECTION 29, T22N, I
\
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R28E, NO SEARCH
MADE, FALLS IN
\
CANAL, JULY,
\
2020.
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SEE NOTE
.vA80 T-PARCE v,
m I \B
:' LINE' TO RIGHT
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\ 1.35 L-2
-pr:502
SECTION 29, T22N, R28EFOUND
\- a
SoSo (I:
IS.IF 15+
ft 563.75
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DELTA =31'4723'
RADIUS =716.20 (718.2) �e`75`55
$ ;
LENGTH = 397.37 (397.3)
60.00
b
g
Z
EE DETAIL TO RIGHT
NORTH ONE QUARTER CORNER DETAIL - NOT TO SCALE
SECTION 29, T22N, R28E
FOUND USSR BRASS CAP FOU N 05 aD 14'1REBAR
FROM
IN CASE IN CENTER OF ROAD, ROAD 20 NE
JULY, 2020 SET CORNER ON SET CORNER
OFFSET
� ao.ol
S
OFFSET DUE LARGE
ROCKS AND ROCK PILES 19.6 \O
BARBED WIRE J\
FENCE _
60.00
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PARCEL NO. 171291001
STATUTORY WARRANTY DEED RECORDED
UNDER AUDITORS FILE NO. 1408215
NON-EXCLUSIVE EASEMENT FOR INGRESS,
EGRESS AND UTILITIES, AS DESCRIBED IN
SELLER'S ASSIGNMENT OF REAL ESTATE
CONTRACT B DEED, RECORDED UNDER
AUDITORS FILE NUMBER 1335025.
rTHIS EASEMENT IS SHOWN AS A COURTESY
ONLY, AS EASEMENT LOCATIONS ARE NOT A
0 PART OF THE CONTRACT FOR SERVICES FOR
THIS PROJECT. THIS EASEMENT WAS
DISCOVERED WHEN RESEARCHING DEEDS FOR
ADJOINING PARCELS, AND THE STATUS OF SAID
EASEMENT, OR RIGHTS THERETO ARE
UNKNOWN.
--..- ..-..-.S88'2S'18E 2664.51
�I CENTEROFSECTION 29.T22N,R28E
NO POINT FOUND. SETAS NOTED.
NO UNES OF OCCUPATION.
JULY, 2020
INDEX DATA
NEIN,NWIN
SE1I4,NWil/
NE1/4, SW7N
SECTION 2B, T22N, R28E
LEGEND
• = SET 5/8' REBARAND CAP'LS16210', JULY, 2020.
G = MAPPING SYMBOL ONLY, NO POINT FOUND OR SET
I (= RECORD DATA FOR SECTION 29 PER THE SUBDIVISION OF
SECTION 29, ON FILE AT THE USSR OFFICE, EPHRATA, WA.
() = RECORD DATAPERTHE USBRALIGNMENTAND RIGHT
OF WAY MAP FOR THE EAST LOW CANAL. REFERENCED
IN THE SURVEY NARRATIVE ON SHEET 2
{) = RECORD DATA PER THE RECORD OF SURVEY
RECORDED IN BOOK 42, PAGE 37
USSR - UNITED STATES BUREAU OF RECLAMATION
■ = FOUND AS NOTED. JULY 2020
LEGEND
®= FOUND 12' REBAR, UNREADABLE CAP, ASSET ON RECORD OF SURVEY BOOK 36, PAGE 72
®= FOUND 12' REBAR, LS 8588, 0.53' WEST OF PARCEL LINE, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72
= FOUND 12' REBAR, LS 8588, 0.44' WEST OF PARCEL LINE, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72
®= FOUND 12' REBAR. LS 8588. 474'20' W 0.78 FROM NEWLY SET RIGHT OF WAY CORNER, AS SET ON RECORD OF SURVEY
BOOK 38, PAGE 72
®= FOUND 12' REBAR. LS 8588, N89'3T W 0.73 FROM NEWLY SET RIGHT OF WAY CORNER, AS SET ON RECORD OF SURVEY
BOOK 38, PAGE 72
= COUNTY ROAD RIGHT OF WAY PER 'ORDER TO ROAD SUPERVISOR TO OPEN ROAD',
DATED JULY 15, 1912, AND SIGNED BY THE CLERK OF THE BOARD OF COUNTY
COMMISSIONERS, ON FILE AT THE GRANT COUNTY PUBLIC WORKS DEPT.
--NO DETERMINATION IS MADE ON THIS SURVEY AS TO THE STATUS OF
SAID ROAD, AS TO AN EASEMENT, OR DEDICATED RIGHT OF WAY.
EAST ONE OUARTER CORNE j
SECTION 29, T22N, R28E I
FOUND USSR BRASS CAP
0.6' HIGH, 0.8' WEST OF NORTH -
SOUTH BARBED WIRE FENCE,
JULY, 2020.
PARCEL NO. 171293004
SELLERS ASSIGNMENT OF REAL ESTATE CONTRACT 8 DEED
RECORDED UNDER AUDITORS FILE NO. 1335025
I
I�
z
�\ LIMITS OF RIGHT OF WAY
I = S74'76'O6' 127.43
(RADIUS =DE -8573?00(673.0)
PER REFERENCE q
\\ \\ I "SURVEY NET
g L-1
L-2 = N 75'43'55' E 25.00
LENGTH = 286.68 (286.5);
ZRRATIVAP IN
ON
\ \
o i
Ia
\\ \s Fy\
R
°D I SOUTHWEST CORNER
C,
SECTION 29, T22N, R28EFOUND
USSR BRASS CAP
QUIT CLAIM DEED RECORDED UNDER AUDITORS
FILE NUMBER 1408066 DESCRIBES THE PARCEL
AS ...'LYING NORTHERLY OF THE EAST LOW
CANAL.....
IT IS ASSUMED THAT THE EAST LOW CANAL RIGHT
OF WAY IS AN EASEMENT AS GENERALLY SHOWN
FOR MOST ALL BUREAU OF RECLAMATION
IRRIGATION EASEMENTS ON FARM UNIT PLAT
MAPS. HOWEVER, NO SPECIFIC DETERMINATION
BY PRAIRIE LAND SURVEYING IS MADE AS TO THE
LOCATION OF THE SOUTHERLY PARCEL LINE,
BEING THE NORTH RIGHT OF WAY LINE OF THE
CANAL OR THE CENTER (DIMENSIONING) LINE OF
THE CANAL. THE CENTER (DIMENSIONING) LINE OF
THE CANAL IS SHOWN FOR SAID SOUTHERLY
PARCEL LINE ON THIS SURVEY, SUBJECT TO THE
PREVIOUS DISCLAIMER.
z I 0.5'EAST OF CORNER OF z I I $ I \\\ \�> \\ SECTION SOUTHEAST CORNER
BARED W IRE FENCE TO
THE NORTH, EAST, AND WEST, \ �� \jy FOUND USSR BRASS CAP
JULY 2020IS- WEST OF COR. BARBED WIRE F OF
RUNNING
/ NORTH, SOUTH AND EAST \
1338.48 \ JULY, 2020
�..-..-..-..-..-..-.. �. 888.23 868.24 _ 11!1-12!1171 \�..\ \ 7501.08 (7507.3) .
S 88'22'40' E 2672.93 [S 88'22'50' E 2673.1 �"' - " 1 "- • - - -
>f SOUTH ONE QUARTER CORNER / ' -"-' - - -
(S 88'22'21' E 2873.00) SECTION 29, T2214, R28E J S 88.22'32' E 2672.80 IS 88'22'50'E 2673.171
FOUND USSR BRASS CAP
0.4' HIGH, 8.5NORTH OF
SOUTHERLY PROJECTION OF
METAL FENCE POSTS FROM NORTH
AT INTERSECTION WITH EAST -
WEST BARBED WIRE FENCE
JULY, 2020
NOTES
METHOD OF SURVEY: GLOBAL POSITIONING AND
RADIAL TIES WITH AN ACCURACY MEETING OR
EXCEEDING STANDARDS IN WAC 332.130-M,
EQUIPMENT USED: TOPCON HIPER GPS SYSTEM AND
ATOPCON 3100 TOTAL STATION- r THEODOLITE AND
COMBINED ELECTRONIC DISTANCE METER.
BASIS OF BEARING: THE BEARING OF N 00'37'00' E
ON THE WEST LINE OF SECTION 29 BETWEEN THE
MONUMENTEDSOUTHWEST AND NORTHWEST
SECTION CORNERS, IS THE SAME AS SHOWN ON THE
SUBDIVISION OF SECTION 29 ON FILE AT THE USSR
OFFICE, EPHRATA, WA.
AUDITORS CERTIFICATE
FILED FOR RECORD THIS DAY OF 20_
IN VOLUME OF AT PAGES(S) _
AT THE REQUEST OF PRAIRIE LAND SURVEYING -
GRANT COUNTY AUDITOR DEPUTYAUDUOR
SURVEYORS CERTIFICATE
THIS MAP CORRECTLY REPRESENTS SURVEY MADE BY ME OR UNDER
MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
SURVEY RECORDING ACT AT THE REQUEST OF ALEX BISTRIKA IN JULY, 2020
TO
4.5 w
e E
■ , N JAMES E. ENO DATE
CERTIFICATE NO. 18210
16210 PRAIRIE LAND SURVEYING
/4T8
>�4t LMN 5134 ROAD E.7 NE
MOSES LAKE, WA. 98837
PH: 509-750-9133
F10.7. 20414 DATE: 07-08-2020 SHEET 1 OF 2
BOUNDARY LINE ADJUSTMENT/ RECORD OF SURVEY
PORTIONS OF THE NORTHWEST ONE QUARTER AND THE SOUTHWEST ONE QUARTER OF SECTION 29, TOWNSHIP 22 NORTH, RANGE 28 EAST, W.M., GRANT COUNTY, WASHINGTON
EXISTING LEGAL DESCRIPTIONS
PARCEL NUMBER 171293001
LOT BOOK GUARANTEE ISSUED BY CHICAGO TITLE INSURANCE COMPANY, GUARANTEE NO. 62242002280, DATED
JULY 2.2 020, AND REFERENCING QUIT CLAIM DEED RECORDED APRIL 16, 2019, UNDER AUDITORS FILE NUMBER
1407990, RECORDS OF GRANT COUNTY, WASHINGTON:
THE NORTH HALF OF THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 29,
TOWNSHIP 22 NORTH, RANGE 28 E.W.M., GRANT COUNTY, WASHINGTON.
PARCEL NUMBER 171293005
LOT BOON GUARANTEE ISSUED BY CHICAGO TITLE INSURANCE COMPANY, GUARANTEE NO. 62242002253, DATED
JULY 2, 2020, AND REFERENCING QUIT CLAIM DEED RECORDED APRIL 16, 2019, UNDER AUDITORS FILE NUMBER
1407990, RECORDS OF GRANT COUNTY, WASHINGTON:
THE SOUTH HALF OF THE EAST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 29,
TOWNSHIP 22 NORTH, RANGE 28 E.W.M., GRANT COUNTY. WASHINGTON.
PARCEL NUMBER 171293003
LOT BOOK GUARANTEE ISSUED BY CHICAGO TITLE INSURANCE COMPANY, GUARANTEE NO. 62242002252, DATED
JULY 2,20'
, 2020, AND REFERENCING QUIT CLAIM DEED RECORDED APRIL 17, 2019, UNDER AUDITORS FILE NUMBER
1409066, RECORDS OF GRANT COUNTY, WASHINGTON:
THE WEST HALF OF THE EAST HALF OF THE NORTHWEST QUARTER AND THAT PORTION OF THE WEST HALF OF
THE EAST HALF OF THE SOUTHWEST QUARTER LYING NORTHERLY OF THE EAST LOW CANAL, ALL BEING IN
SECTION 29, TOWNSHIP 22 NORTH, RANGE 28 E.W.M., GRANT COUNTY, WASHINGTON.
NEW LEGAL DESCRIPTIONS
NOTE: THE RECORDING DATA FOR THIS BOUNDARY LINE ADJUSTMENT / RECORD OF SURVEY MAP MUST
BE FILLED IN FOR PARCEL A AND PARCEL B PRIOR TO USING THESE LEGAL DESCRIPTIONS IN THE
PREPARATION OF ANY DOCUMENTS
PARCEL A OF BOUNDARY LINE ADJUSTMENT/ RECORD OF SURVEY RECORDED IN BOOK OF
SURVEYS, PAGES , RECORDS OF GRANT COUNTY, WASHINGTON AND DESCRIBED AS FOLLOWS:
THE NORTH 1372.52 FEET OF THE EAST ONE HALF OF THE NORTHWEST ONE QUARTER OF SECTION 29,
TOWNSHIP 22 NORTH, RANGE 28 EAST, W.M.. GRANT COUNTY, WASHINGTON;
EXCEPT THE EAST 60.00 FEET THEREOF;
ALSO EXCEPT DEEDED ROAD RIGHTS OF WAY, IF ANY;
SUBJECT TO ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHTS OF WAY, DEDICATED, AND / OR
APPARENT.
PARCEL B OF BOUNDARY LINE ADJUSTMENT I RECORD OF SURVEY RECORDED IN BOOK OF
SURVEYS, PAGES . RECORDS OF GRANT COUNTY, WASHINGTON AND DESCRIBED AS FOLLOWS:
THE EAST ONE HALF OF THE NORTHWEST ONE QUARTER OF SECTION 29, TOWNSHIP 22 NORTH, RANGE 28
EAST. W.M.. GRANT COUNTY, WASHINGTON;
AND ALSO THAT PORTION OF THE WEST ONE HALF OF THE EAST ONE HALF OF THE SOUTHWEST ONE
QUARTER OF SAID SECTION 29, LYING NORTHERLY OF THE EAST LOW CANAL:
EXCEPT:
THAT PORTION OF THE NORTH 1372.52 FEET OF THE EAST ONE HALF OF THE NORTHWEST ONE QUARTER OF
SECTION 29, LYING WEST OF THE EAST 60.00 FEET OF SAID EAST ONE HALF OF THE NORTHWEST ONE
QUARTER OF SECTION 29;
ALSO EXCEPT DEEDED ROAD RIGHTS OF WAY, IF ANY;
SUBJECT TO ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHTS OF WAY, DEDICATED, AND / OR
APPARENT.
SURVEY NARRATIVE
THE PURPOSE OF THIS BOUNDARY LINE ADJUSTMENT I RECORD OF SURVEY IS TO REVISE THE
PARCEL LINES BETWEEN GRANT COUNTY PARCEL NUMBERS 171293001, 171293005. AND
171293003
THE CLIENT FURNISHED THE GRANT COUNTY ASSESSORS PARCEL NUMBERS OF THE PARCELS
TO BE INCLUDED IN THIS PROJECT. BASED ON THESE PARCEL NUMBERS LOT BOOK
GUARANTEES FOR EACH PARCEL WERE OBTAINED FROM CHICAGO TITLE INSURANCE
COMPANY AS FOLLOWS:
GUARANTEE NO. 62242002250 DATED JULY 2.2020
GUARANTEE NO, 62242002253 DATED JULY 2.2020
GUARANTEE NO. 62242002252 DATED JULY 2, 2020
THE CLIENT CERTIFIED IN THE CONTRACT THAT THESE ARE THE CORRECT PARCEL NUMBERS
TO BE USED FOR THIS PROJECT.
THE MAPS USED FOR REFERENCE ON THIS PROJECTARE AS FOLLOWS
RECORD OF SURVEY BOOK 42. PAGE 37
RECORD OF SURVEY BOOK 37, PAGE 78
RECORD OF SURVEY BOOK 38, PAGE 72
MAP OF A PORTION OF THE EAST LOW CANAL RIGHT OF WAY OBTAINED FROM THE UNITED
STATES BUREAU OF RECLAMATION OFFICE EPHRATA WA. DATED 8-1481, MAP NO. 222-116-
32170-30
THIS IS A BOUNDARY SURVEY ONLY, AND NO SITE IMPROVEMENTS, EASEMENTS,
RESTRICTIONS, RESERVATIONS, OR RIGHTS OF WAY, ETC., ARE SHOWN ON THIS SURVEY MAP
EXCEPT FOR THOSE NOTED. NO LINES OF OCCUPATION WERE NOTED ALONG THE WEST AND
EAST LINES OF THE PARCELS.
RECORDED AND UNRECORDED DOCUMENTS, MAPS, DEEDS, PRESCRIPTIONS, VERBAL
CONTRACTS. AND EASEMENTS MAY EXIST THAT AFFECT THE MAPPED PARCELS OF THIS
SURVEY. NO ATTEMPT WAS MADE TO PLOT ANY OF THE AFOREMENTIONED BEYOND THOSE
SHOWN. NO ATTEMPT WAS MADE TO DETERMINE THE STATUS OF ROAD RIGHTS OF WAY
EXCEPT THOSE NOTED.
J
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LAKD �l
JAMES E. KEYES DATE
CERTIFICATE NO. 16210
PRAIRIE LAND SURVEYING
5134 ROAD E.7 NE
MOSES LAKE, WA. 98837
PH: 509-750-9133
JOB NO. 20414 DATE: 07-08-2020 SHEET 2 OF 2