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Home My WebLink AboutResolution 20-092-CCBOARD OF COUNTY COMMISSIONERS Grant County, Washington RESOLUTION APPROVING BOUNDARY LINE ADJUSTMENT AND LAND EXCHANGE RESOLUTION No. 20- 0 qc� -CC WHEREAS, Grant County was donated a parcel of land (parcel no. 171233003) along Road 20; and WHEREAS, there is a dispute as to a building on that land; and WHEREAS, the highest and best use for the land for the County is to exchange it with the Bureau of Reclamation for other land the County requires to build a new landfill; and WHEREAS, the land the County will possess after the exchange will meet the requirements of the Bureau of Reclamation; and WHEREAS, all the requirements of RCW 36.34.330 governing land exchanges with private parties have been met; and WHEREAS, the Superior Court of Grant County has approved the exchange pursuant to RCW 36.34.330; and WHEREAS, exchanging the land will avoid costly litigation, still achieve the County's goals for the property and result in a net increase of value for the County. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COMMISSIONERS OF GRANT COUNTY hereby approves the land exchange via the boundary line adjustment to parcels 171293003, 171293001 and 171293005 as detailed in the attached document. DATED this 10th day of November, 2020. BOARD OF COUNTY COMMISSIONERS GRANT COUNTY, WASHINGTON � C� � WS Cindy Carter, C it AlTom Taylor, Vi Chair Richard Stevens, Member EST: Bar ar J. Vasquez, Cl k f the Board /3 al I 111 1of1 GRANT COUNTY PLANNING DEPARTMENT P.O. Box 37 - 264 Wesr DN1510N AV ENUe EPHRATA, WA 98823 (50,9)754-2011 ExT 2501 LAND USE ACTIVITY ACKNOWLEDGEMENT AND AUTHORIZATION FORM I, 614A /11(6 5 AAL et -1 /t 0 tl AA,, -r" legal owner v! Zit -i Ave of Parcel (s) NI i - 2�1 �j _ / / 71 __ O� �, ,hereby authorize %:�7rZAtOye[�' r� 5y y�Y//V �t to act as my agent, in the "Ibl eAr±/ y/0,0 application filed in the Grant County Planning Department $. Date Date ¢!,. 2-2 -2020 ORA T COUNTY COMMISSIONER ZJ 7/112020, 9:14 AM Date Fee Paid: Application Number: 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 Legal Owner's Name OLGA MOSKALENKO & GRANT COUNTY Phone ALEX B: 541-829-3166 Mailing Address C/0 ALEX BISRIKA an 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 BE A 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 Planning 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 GpmVr and rra tee or their agent. Date Signa ± fft of G ow Date -7 r}S--d-t —,o 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 Treasurees 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 contlrroation of ownership and legal description by the County Assessor's Office. OFFICIAL USE ONLY Segregation/Boundary Line Adjustment Fee 5200.00 Original Parcel # Original Parcel Size Parcel Zoning Date Paid Rcpt # New Parcel # Proposed Parcel Size Minimum Lot Size Departmental Review: 1. Assessor's Office Date 2. Planning Department, 3 Treasurer's Office Summary: Special Instructions: Date Date (LhCCK tine) Segregation Boundary Line Adjustment ✓ Parcel No.I3?92- 3005 Lot Consolidation Revised /15/02 � APJT G01li%TV nn.iIwicc;narr, 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 88'3090' E 2657.03 (S 88.31-00' ROAD _20 NE NORTHWEST CORNER S2 FOUND / E 2857.71) (S 88.30-16• E 2657.05) 1268.60 80A $ 1288.55 �� SECTION 29, TUN, R28E CORNER R I 60.01 - w I USSR BRASS CAP FALLS H- g LENGTH - 397.37 (3979) S,. IFOUND • IN CASE IN CENTER OF ROAD, JULY, 2020 NORTH OF O BARBED WIRE BARBED I 3S*h i LENGTH • 256.58 vI FENCE A ,,,oP rar 8>Y>�E " §I n SOUTHWESTCORNER W PARCELA "N� SECTION 29. TUN, R25E 8 $ I FOUND USBR BRASS CAP ON SURFACE, 1.D' NORTH 8 40.00ACRES I Z b i i "+ INCLUDING 5 n JULY, 2020. $ Z ROAD I R rvI I ® I N EXISTING PARC FFF��LI NEW PARCEL $ 0 400 800 UNE LINES ? I SCALE: 1•=400' 6 S 88.30'30• EI 1270.51 W a ® I WITNESS CORNER: FOUND USSR j:, I BRASS CAP FLUSH WITH GROUND IN PARCEL B NORTH -so BARBED WIRE FENCE w 57.51 ACRES UNE. BRASS CAP MARKED WITH A DI STANCE OF 251.68 REFERENCING A INCLUDING DISTANCE .-.TO THE ONE ROAD QUARTER CORNER THE THE g I`\ LOCATIONOFTHENORTHERLY CANAL 2 I EXISTING PARCEL EASEMENT LINE WITHIN 0.03'. I UNE \ N 00.36'/4• E 251.88 S 88.25'18' E 2664.79 (S 88'25'04• E 2664.81) _ WESTONE •••�.- QUARTER CORNER Q 114.28 \ 1332.39 • / fi661U 1(1143) SECTION29,T22N, R28E. NO SEARCH MADE. FALLS M Ne \ CANAL, JULY, 2020. AF `®Zc �BEENOTE FPCETA ToRIGH "!!2 'V $ EE DETAILTO RIGHT NORTH ONE QUARTER CORNER DETAIL - NOT TO SCALE SECTION 29, T22N, 828E FOUND USBR BRASS CAP FOUND 14' REBAR IN CASE IN CENTER OF ROAD, ROAD 20 NE N 05'4'1' W, 1.11' FROM JULY, 2020 / 80.0/ SET CORNER SETCORNERONAN OFFSET DUE TO LARGE $ �VA ROCKS AND ROCK PILES 19.6 �O -X BARBED WIRE ,:1 \� FENCE 60.00 PARCEL NO. 171291001 STATUTORY WARRANTY DEED RECORDED UNUERAUDITORS FILE NO. 7408215 NON-EXCLUSNE EASEMENT FOR INGRESS, EGRESSAND UTILITIES, AS DESCRIBED IN BE ASSIGNMENT OF REAL ESTATE CONTRACTS DEED, RECORDED UNDER AUDITORS FILE NUMBER 1335025. THIS EASEMENT IS SHOWN AS A CQURTESY ONLY, AS EASEMENT LOCATIONS ARE NOTA 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. .... ..9 86K5'18_E 2664.61 iI CENTER OF SECTION 20, T22N, R28E NO POINT FOUND. SET AS NOTED. NO LINES OF OCCUPATION. ^i JULY, 2020 i INDEX DATA HEIM. NW174 SEI/4, NWIN NEI/4, SWIM SECTION 29, TUN, R28E LEGEND • = SET 518' REBAR AND CAP'LS16210', JULY, 2020. A = 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 DATAPER THE USSR AUGNMENTAND 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 W REBAR UNREADABLE CAP, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72 ®= FOUND 112' REBAR, LS 8588, 0.53' WEST OF PARCEL LINE, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72 �= FOUND W'REBAR, LS 8588, OA4' WEST OF PARCEL UNE, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72 ®= FOUND 112' REBAR, LS 8588, N74.20' W 0.78 FROM NEWLY SET RIGHT OF WAY CORNER, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72 ®: FOUND 712• REBAR, LS 8588, N89.32'W0.73 FROM NEWLY SET RIGHT OF WAY CORNER, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72 ®a COUNTY ROAD RIGHT OF WAY PER 'ORDER TO ROAD SUPERVISOR TO OPEN ROAD'. DATED JULY 15.191Z 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 QUARTER CORNER SECTION 29, TUN. R28E FOUND USSR BRASS CAP 0.6' HIGH, 0.6' WEST OF NORTH - SOUTH BARBED WIRE FENCE, i JULY, 2020. PARCEL NO. 171293004 SELLERS ASSIGNMENT OF REAL ESTATE CONTRACT B DEED RECORDED UNDER AUDITORS FILE NO. 1335025 LIMITS OF RIGHT OF WAY PER REFERENCED MAP IN SURVEY NARRATIVE' \\ ON SHEET p \ ♦F !O \\ i ♦q 0 \ I PARCEL LINE CLAIM DEED RECORDED UNDER AUDITORS NUMBER 1408088 DESCRIBES THE PARCEL .°LYING NORTHERLY OF THE EAST LOW ul bl mI Si wI biZ \ I\ \ \ \\\ �\ A• \\\ SE SOUTHEAST \ \. FOUND USSR BRASS CAP UT WEST OF CORNER OF \\\\S \\ BARBED WIRE FENCE RUNNING i •�% \ NORTH,SOUTM ANO EAST 7336.46 K \ \ JULY, 2020 ..-..-..-..-.. -.. 608.29 \ \ .•-..,�E 868'24 _ 1171.72 (1171.8) \ \ \ S 88'22'40' E 2672.83 [S 88.26S` E 2879.1 .L... �y .. \ 1501.08 (1601.3) iS 88'2221' E 2873.1 >I SOUTH ONE QUARTER CORNER SECTION 29. TUN, R28E 8 88.2297 E 2672.80 [S 88.22'50• E 2673.1 71 FOUND USSR BRASS CAP 0.4' HIGH, 8.5' NORTH 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 WAG 332.130-090. EQUIPMENT USED: TOPCON RIPER GPS SYSTEM AND ATOPCON 3100 TOTAL STATION„^ THEODOLITE AND COMBINED ELECTRONIC DISTANCE METER. BASIS OF BEARING: THE BEARING OF N 00'37'0` E ON THE WEST LINE OF SECTION 29 BETWEEN THE MONUMENTED SOUTHWEST AND NORTHWEST SECTION CORNERS, IS THE SAME AS SHOWN ON THE SUBDIVISION OF SECTION 29 ON FILE AT THE USER OFFICE, EPHRATA. WA. AUDITORS CERTIFICATE FLED FOR RECORD THIS DAV OF 20_ AT O'CLOCK M IN VOLUME OF AT PAGES(SL ATTHE REQUEST OF PRAIRIE LAND SURVEYING GRANT COUNTYAUDITOR DEPUTYAUDITOR SURVEYORS CERTIFICATE TH19 MAP CORRECTLY REPRESENTS A 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 5 E 7fOCJ'�, r 1210 gigi DIST wms 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 1 OF 2 �� DELTA -31.4723' /�374y1 E `� w I RADIUS =71620 [7181) E g LENGTH - 397.37 (3979) I, ['+I i S T.•7 = S 74.78'05. 127.43 DELTA 21.3921' RADIUS a 573.001 L-2 = N 15'4755' E 25.00 LENGTH • 256.58 vI �i §I 1° I SOUTHWESTCORNER P SECTION 29. TUN, R25E i $ I FOUND USBR BRASS CAP ON SURFACE, 1.D' NORTH 8 $ Z 0.EAST OF CORNER OF 5' i BARBED WIRE FENCE TO THE NORTH, EAST, AND WEST. , I JULY, 2020. i EE DETAILTO RIGHT NORTH ONE QUARTER CORNER DETAIL - NOT TO SCALE SECTION 29, T22N, 828E FOUND USBR BRASS CAP FOUND 14' REBAR IN CASE IN CENTER OF ROAD, ROAD 20 NE N 05'4'1' W, 1.11' FROM JULY, 2020 / 80.0/ SET CORNER SETCORNERONAN OFFSET DUE TO LARGE $ �VA ROCKS AND ROCK PILES 19.6 �O -X BARBED WIRE ,:1 \� FENCE 60.00 PARCEL NO. 171291001 STATUTORY WARRANTY DEED RECORDED UNUERAUDITORS FILE NO. 7408215 NON-EXCLUSNE EASEMENT FOR INGRESS, EGRESSAND UTILITIES, AS DESCRIBED IN BE ASSIGNMENT OF REAL ESTATE CONTRACTS DEED, RECORDED UNDER AUDITORS FILE NUMBER 1335025. THIS EASEMENT IS SHOWN AS A CQURTESY ONLY, AS EASEMENT LOCATIONS ARE NOTA 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. .... ..9 86K5'18_E 2664.61 iI CENTER OF SECTION 20, T22N, R28E NO POINT FOUND. SET AS NOTED. NO LINES OF OCCUPATION. ^i JULY, 2020 i INDEX DATA HEIM. NW174 SEI/4, NWIN NEI/4, SWIM SECTION 29, TUN, R28E LEGEND • = SET 518' REBAR AND CAP'LS16210', JULY, 2020. A = 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 DATAPER THE USSR AUGNMENTAND 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 W REBAR UNREADABLE CAP, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72 ®= FOUND 112' REBAR, LS 8588, 0.53' WEST OF PARCEL LINE, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72 �= FOUND W'REBAR, LS 8588, OA4' WEST OF PARCEL UNE, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72 ®= FOUND 112' REBAR, LS 8588, N74.20' W 0.78 FROM NEWLY SET RIGHT OF WAY CORNER, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72 ®: FOUND 712• REBAR, LS 8588, N89.32'W0.73 FROM NEWLY SET RIGHT OF WAY CORNER, AS SET ON RECORD OF SURVEY BOOK 38, PAGE 72 ®a COUNTY ROAD RIGHT OF WAY PER 'ORDER TO ROAD SUPERVISOR TO OPEN ROAD'. DATED JULY 15.191Z 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 QUARTER CORNER SECTION 29, TUN. R28E FOUND USSR BRASS CAP 0.6' HIGH, 0.6' WEST OF NORTH - SOUTH BARBED WIRE FENCE, i JULY, 2020. PARCEL NO. 171293004 SELLERS ASSIGNMENT OF REAL ESTATE CONTRACT B DEED RECORDED UNDER AUDITORS FILE NO. 1335025 LIMITS OF RIGHT OF WAY PER REFERENCED MAP IN SURVEY NARRATIVE' \\ ON SHEET p \ ♦F !O \\ i ♦q 0 \ I PARCEL LINE CLAIM DEED RECORDED UNDER AUDITORS NUMBER 1408088 DESCRIBES THE PARCEL .°LYING NORTHERLY OF THE EAST LOW ul bl mI Si wI biZ \ I\ \ \ \\\ �\ A• \\\ SE SOUTHEAST \ \. FOUND USSR BRASS CAP UT WEST OF CORNER OF \\\\S \\ BARBED WIRE FENCE RUNNING i •�% \ NORTH,SOUTM ANO EAST 7336.46 K \ \ JULY, 2020 ..-..-..-..-.. -.. 608.29 \ \ .•-..,�E 868'24 _ 1171.72 (1171.8) \ \ \ S 88'22'40' E 2672.83 [S 88.26S` E 2879.1 .L... �y .. \ 1501.08 (1601.3) iS 88'2221' E 2873.1 >I SOUTH ONE QUARTER CORNER SECTION 29. TUN, R28E 8 88.2297 E 2672.80 [S 88.22'50• E 2673.1 71 FOUND USSR BRASS CAP 0.4' HIGH, 8.5' NORTH 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 WAG 332.130-090. EQUIPMENT USED: TOPCON RIPER GPS SYSTEM AND ATOPCON 3100 TOTAL STATION„^ THEODOLITE AND COMBINED ELECTRONIC DISTANCE METER. BASIS OF BEARING: THE BEARING OF N 00'37'0` E ON THE WEST LINE OF SECTION 29 BETWEEN THE MONUMENTED SOUTHWEST AND NORTHWEST SECTION CORNERS, IS THE SAME AS SHOWN ON THE SUBDIVISION OF SECTION 29 ON FILE AT THE USER OFFICE, EPHRATA. WA. AUDITORS CERTIFICATE FLED FOR RECORD THIS DAV OF 20_ AT O'CLOCK M IN VOLUME OF AT PAGES(SL ATTHE REQUEST OF PRAIRIE LAND SURVEYING GRANT COUNTYAUDITOR DEPUTYAUDITOR SURVEYORS CERTIFICATE TH19 MAP CORRECTLY REPRESENTS A 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 5 E 7fOCJ'�, r 1210 gigi DIST wms 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 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. 82242002250, DATED JULY 2, 2020, AND REFERENCING QUIT CLAIM DEED RECORDED APRIL 18, 2018, 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 BOOK GUARANTEE ISSUED BY CHICAGO TITLE INSURANCE COMPANY, GUARANTEE NO. 82242002253, DATED JULY 2, 2020, AND REFERENCING QUIT CLAIM DEED RECORDED APRIL 16, 2019, UNDER AUDITORS FILE NUMBER 9. 14079RECORDS OF GRAM 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.. GRAM COUNTY, WASHINGTON. PARCEL NUMBER 171293003 LOT BOOK GUARANTEE ISSUED BY CHICAGO TITLE INSURANCE COMPANY, GUARANTEE NO. 62242002252. DATED JULY 2, 2020, AND REFERENCING QUIT CLAIM DEED RECORDED APRIL 17.201 S. UNDER AUDITORS FILE NUMBER 140808. 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: THERECORDING DATA FOR THIS BOUNDARY LINEADJUSTMENT/ RECORD OF SURVEY MAP MUST BE FILLED IN FOR PARCELAAND PARCEL B PRIOR TO USING THESE LEGAL DESCRIPTIONS N THE PREPARATION OFANY DOCUMENTS PARCEL A OF BOUNDARY LINE ADJUSTMENT/ RECORD OF SURVEY RECORDED N BOOK OF SURVEYS, PAGES RECORDS OF GRAM 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., GRAM COUNTY, WASHINGTON; EXCEPT THE EAST 60.50 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/ 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.. GRAM 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 PORTON OF THE NORTH 137252 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 ANN, SUBJECT TO ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHTS OF WAY, DEDICATED, AND / OR APPARENT SURVEY NARRATIVE THE PURPOSE OF THIS BOUNDARY LINE ADJUSTMENT / RECORD OF SURVEY IS TO REVISE THE PARCEL LINES BETWEEN GRANT COUNTY PARCEL NUMBERS 171293001.171283005, AND 1712B 3 THE CLIENT FURNISHED THE GRANT COUNTYASSESSORS PARCEL NUMBERS OF THE PARCELS TO BE INCLUDED IN THIS PROJECT. BASED ON TIMSE 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 N0.62242002253 DATED JULY 2, 2020 GUARANTEE NO. 62242302M DATED JULY 2. 2020 THE CLIENT CERTIFIED IN THE CONTRACT THAT THESE ARETHE CORRECT PARCEL NUMBERS TO BE USED FOR THIS PROJECT. THE MAPS USED FOR REFERENCE ON THIS PROJECT ARE 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 UN TEED STATES BUREAU OF RECLAMATION OFFICE EPHRATA, WA DATED 8.14-61, MAP NO. 222-116- M70-30 THIS ISA BOUNDARY SURVEY ONLYAND 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 WESTAND 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 PLOTANY OF THEAFOREMENTIONED BEYOND THOSE SHOWN. NO ATTEMPT WAS MADE TO DETERMINE THE STATUS OF ROAD RIGHTS OF WAY EXCEPT THOSE NOTED. -k e-� �y F 1fA� �n m 16210 �y��J9T6e 74A'4t 1819 s 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. 20-414 DATE: 07-08-2020SHEET20F2