HomeMy WebLinkAbout20260116_PJA26-0017_Survey ALTAINSPS LAND TITLE SURVEY FOR NORTHWEST RESTAURANTS., INC.
LEGAL DESCRIPTIONS:
SCHEDULE B, PART I - EXCEPTIONS PER FIRST AMERICAN COMMITMENT" FOR TTTLE INSURANCE COMMITMENT No. 8111--6583476,
PARCEL A OF BALDRIDGE BOUNDARY LINE ADJUSTMENT IN THE CITY OF ARLINGTON FILE No. 2-04-050-BLA, RECORDED JANUARY 10, 2005 UNDER RECORDING No.200501105157, DATED AUGUST 4, 2025:
SNOHOMISH COUNTY, WASHINGTON.
1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE PUBLIC RECORDS OR 1S
SITUATE IN THE CITY OF ARLINGTON, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON WHICH ALL OF THE SCHEDULE B,
PART 1-REQUIREMENTS ARE MET.
SUBJECT TO AND/OR TOGETHER WITH ALL EASEMENTS, COVENANTS, RESTRICTIONS AND/OR AGREEMENTS OF RECORD, OR OTHERWISE. 2. TAXES OR ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR
ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS.
ALTA/ACSM SURVEYORS CERTIFICATE: 3. ANY FACTS, RIGHTS, INTEREST, OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS BUT WHICH COULD BE ASCERTAINED BY AN
JENSEN'S KENT PRAIRIE FARM, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, AS TO PARCEL A; THEIR SUCCESSORS AND ASSIGNS AND FIRST AMERICAN TITLE COMPANY THIS IS INSPECTION OF THE LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF
TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR 4. EASEMENTS, CLAIMS OF EASEMENT OR ENCUMBRANCES WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS.
ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 1, 2, 3, 4, 5, 7(A)(B)(C), 8, 9, 10, 11(A)(B), 12, 13, 14, 15, 16,
17, 18, 19 AND 20 (SANIT Y/S RM RIMS AND INVERTS FOR PROPERTY, AND 1 AND UP AND DOWNSTREAM MINIMUM) OF TABLE "A" THEREOF, THE FIELD WORK WAS COMPLETED 5, DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER FACTS WHICH A CORRECT SURVEY
IN OCTOBER OF 2025, WOULD DISCLOSE, AND WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS.
6. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) WATER
JEROM DE EYEft, PLS M:....,,, RIGHTS, CLAIMS OR TITLE TO WATER, DITCH OR DITCH RIGHT, WHETHER OR NOT THE MATTERS EXCEPTED UNDER (A), (8), OR (C) ARE SHOWN BY
c "pF WAS ' THE PUBLIC RECORDS; (D) INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE
REGISTRATION No. 50982 DATED: L �Z . �� SERVITUDES.
7. ANY LIEN OR RIGHT TO A LIEN FOR SERVICES, LABOR, EQUIPMENT OR MATERIAL OR MEDICAL ASSISTANCE, UNLESS SUCH LIEN IS SHOWN BY
ALTA/ACSM TABLE "A' NOTES AND REFERENCES: t THE PUBLIC RECORDS AS OF DATE OF POLICY.
1. ALL MONUMENTS HAVE BEEN SET OR FOUND 8Y THIS SURVEY IN OCTOBER OF 2025 AND ARE SHOWN ON SHEET 2. 50982 8. ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES/COSTS FOR SEWER, WATER,
ISTER� GARBAGE OR ELECTRICITY.
2. ADDRESS(ES) ARE SHOWN ON SHEET 2. 9. ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR
3. FLOOD ZONE CLASSIFICATION IS NOT APPLICABLE FOR THIS PARCEL. PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT OF JENSEN FARM DIVISION 1 RECORDED IN VOLUME 60 OF PLATS, PAGE(S) 32-35.
4. GROSS LAND AREA 1S SHOWN ON SHEET 2. 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: IN FAVOR OF: PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY
PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM
5. VERTICAL RELIEF WITH THE SOURCE OF INFORMATION SHOWN ON SHEET 2. VERTICAL DATUM IS NAVD 88. RECORDED: AUGUST 26, 1955
RECORDING No.: 1157911
7. (A) EXTERIOR DIMENSIONS OF ALL BUILDINGS AT GROUND LEVEL. NO BUILDINGS EXISTED AT THE TIME OF THIS SURVEY. SURVEYOR'S NOTE. INSUFFICIENT GEOMETRY TO PLOT.
(8) SQUARE FOOTAGE OF ALL BUILDINGS: NO BUILDINGS EXISTED AT THE TIME OF THIS SURVEY.
(C) MEASURED HEIGHT OF ALL BUILDINGS ABOVE GRADE AT A LOCATION SPECIFIED BY THE CLIENT: IF NO LOCATION IS SPECIFIED, THE POINT OF MEASUREMENT SHALL BE 11. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RIGHT OF WAY CONTRACT"
IDENTIFIED. NO BUILDINGS EXISTED AT THE TIME OF THIS SURVEY. RECORDED: OCTOBER 23, 1961
RECORDING No.: 1491152
B. SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK AREA SHOWN ON SHEET 2. SURVEYOR'S NOTE: INSUFFICIENT GEOMETRY TO PLOT.
9. NUMBER AND TYPE OF CLEARLY IDENTIFIABLE PARKING SPACES ON SURFACE PARKING AREAS, LOTS, AND IN PARKING STRUCTURES. STRIPING OF CLEARLY IDENTIFIABLE PARKING 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. IN FAVOR OF. PUBLIC UTILITY DISTRICT 1 OF SNOHOMISH COUNTY
SPACES ON SURFACE PARKING AREAS AND LOTS. NO PARKING SPACES EXISTED ON SITE AT THE TIME OF THIS SURVEY. PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM
RECORDED: NOVEMBER 03, 1993
10. AS DESIGNATED BY THE CLIENT, A DETERMINATION OF THE RELATIONSHIP AND LOCATION OF CERTAIN DIVISION OR PARTY WALLS WITH RESPECT TO ADJOINING PROPERTIES. NO RECORDING No.: 9311030447
DIVISION OR PARTY WALL EXISTED AT THE TIME OF THIS SURVEY. SURVEYOR'S NOTE: EASEMENT NOW LIES WITHIN 20' UTILITY EASEMENT — AFN 9509235002 LYING ADJACENT TO 204TH ST. NE.
11. EVIDENCE OF UNDERGROUND UTILITIES EXISTING ON OR SERVING THE SURVEYED PROPERTY IS SHOWN ON SHEET 2 BY OBSERVED EVIDENCE: 13. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RESTRICTIVE COVENANT"
(A) PLANS AND/OR REPORTS WERE PROVIDED BY CLIENT (WITH REFERENCE AS TO THE SOURCES OF INFORMATION). NOT APPLICABLE RECORDED: NOVEMBER 19, 1996
(B) MARKINGS COORDINATED BY THE SURVEYOR PURSUANT TO A PRIVATE LOCATE REQUEST IS SHOWN ON SHEET 2. RECORDING No.: 9611190047
SURVEYOR'S NOTE. DOCUMENT EXPIRED 09-09-2016
12. AS SPECIFIED BY THE CLIENT, GOVERNMENTAL AGENCY SURVEY—RELATED REQUIREMENTS (E.G., HUD SURVEYS, SURVEYS FOR LEASES ON BUREAU OF LAND MANAGEMENT
MANAGED LANDS). THE RELEVANT SURVEY REQUIREMENTS ARE TO BE PROVIDED BY THE CLIENT OR CLIENT'S DESIGNATED REPRESENTATIVE. 14. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "VOLUNTARY MITIGATION AGREEMENT"
RECORDED: MARCH 25, 1994
13. NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS IS SHOWN ON SHEET 2. RECORDING No.: 9403250743 �.
SURVEYOR'S NOTE: NOT APPLICABLE, DOES NOT AFFECT THIS PARCEL.
14. AS SPECIFIED BY THE CLIENT, DISTANCE TO THE NEAREST INTERSECTING STREET IS SHOWN ON SHEET 2.
15. TERMS, COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES AND ENCROACHMENTS AS CONTAINED IN RECORDED
15. NOT USED BY THIS SURVEY, NOT APPLICABLE. RECTIFIED ORTHOPHOTOGRAPHY, PHOTOGRAMMETRIC MAPPING, REMOTE SENSING, AIRBORNE/MOBILE LASER SCANNING AND OTHER LOT LINE ADJUSTMENT (BOUNDARY LINE REVISIONS):
SIMILAR PRODUCTS, TOOLS OR TECHNOLOGIES AS THE BASIS FOR SHOWING THE LOCATION OF CERTAIN FEATURES (EXCLUDING BOUNDARIES) WHERE GROUND MEASUREMENTS ARE RECORDED: JANUARY 10, 2005
NOT OTHERWISE NECESSARY TO LOCATE THOSE FEATURES TO AN APPROPRIATE AND ACCEPTABLE ACCURACY RELATIVE TO A NEARBY BOUNDARY. THE SURVEYOR MUST (A) DISCUSS RECORDING No: 200501105157
THE RAMIFICATIONS OF SUCH METHODOLOGIES (E.G., THE POTENTIAL PRECISION AND COMPLETENESS OF THE DATA GATHERED THEREBY) WITH THE INSURER, LENDER, AND CLIENT
PRIOR TO THE PERFORMANCE OF THE SURVEY, AND (B) PLACE A NOTE ON THE FACE OF THE SURVEY EXPLAINING THE SOURCE, DATE, PRECISION, AND OTHER RELEVANT 16. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "EASEMENT AGREEMENT"
QUALIFICATIONS OF ANY SUCH DATA. RECORDED: AUGUST 26, 2005
RECORDING No.: 200508260877
16. NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WAS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. SAID INSTRUMENT IS A RE—RECORD OF RECORDING No. 200503090656
17. PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, IF SUCH INFORMATION 1S MADE AVAILABLE TO THE SURVEYOR BY THE CONTROLLING JURISDICTION. NO EVIDENCE OF
17. THE FOLLOWING DEEDS AFFECTING THE PROPERTY HEREIN DESCRIBED HAVE BEEN RECORDED WITHIN 36 MONTHS OF THE EFFECTIVE DATE OF
RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. NO EVIDENCE OF RECENT CONSTRUCTION WAS OBSERVED THIS COMMITMENT: NONE
AT THE TIME OF THIS SURVEY ADJACENT TO THESE PARCELS.
18. WE DON'T FIND ANY VOLUNTARY LIENS OF RECORD AFFECTING SUBJECT PROPERTY. INQUIRE A5 TO THE EXISTENCE OF ANY UNRECORDED LIEN
18. PURSUANT TO SECTIONS 5 AND 6 (AND APPLICABLE SELECTED TABLE "A" ITEMS, EXCLUDING TABLE "A" ITEM 1), INCLUDE AS PART OF THE SURVEY ANY PLOTTABLE OFFSITE OR OTHER INDEBTEDNESS WHICH COULD GIVE RISE TO ANY SECURITY INTEREST IN THE SUBJECT
(I.E., APPURTENANT) EASEMENTS DISCLOSED IN DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR IS SHOWN ON SHEET 2. PROPERTY.
19. PROFESSIONAL LIABILITY INSURANCE POLICY OBTAINED BY THE SURVEYOR IN THE MINIMUM AMOUNT OF $1,000,000.00 TO BE IN EFFECT THROUGHOUT THE CONTRACT TERM.
CERTIFICATE OF INSURANCE TO BE FURNISHED UPON REQUEST, BUT THIS ITEM SHALL NOT BE ADDRESSED ON THE FACE OF THE PLAT OR MAP. SURVEYOR'S NOTES:
20. SANITARY/STORM RIMS AND INVERTS FOR PROPERTY, 1 AND UP AND DOWNSTREAM MINIMUM IS SHOWN ON SHEET 2. 1. "O" DENOTES 5/8 INCH REBAR WITH 1 INCH PLASTIC CAP MARKED "NWS & GPS 49276 & 509B2" SET BY THIS SURVEY.
2. "®" DENOTES NAIL WITH FLASHER MARKED "NWS & GPS LS.49276 & 50982" SET IN PAVEMENT BY THIS SURVEY.
3. "0" DENOTES REBAR AND CAP MARKED "HALVORSON LS.44632" FOUND BY THIS SURVEY.
4. "W" DENOTES CALCULATED POINT ONLY.
5. THIS SURVEY WAS PERFORMED BY STANDARD FIELD TRAVERSE USING A GEOMAX ZOOM90 TOTAL STATION WITH A CARLSON SURVEYOR 2
COLLECTOR/FIELD COMPUTER IN OCTOBER OF 2025. ACCURACY EXCEEDS 1:10000.
i - VICINITY MAP '-._——._._._._——._._———_._. 6. THIS SURVEY TIED INTO STREET MONUMENTATION AND LOT CORNERS AS SHOWN AND RELIED UPON THIS SURVEY FOR BASIS OF BEARINGS.
N.T.S. '`= ~ �:ti.• ,�� I I 7. THIS SURVEY WAS COMPLETED WITH THE BENEFIT OF FIRST AMERICAN COMMITMENT FOR TITLE INSURANCE COMMITMENT No. 81 1 1-6583476,
i �`,,; -_~~ •`� i 1 1 DATED AUGUST 4, 2025.
i ► `" -1 8. VERTICAL DATUM = NAVD 88 AND IS DERIVED FROM WSDOT MONUMENT ID 1488.
I I
9. CONTOUR INTERVALS ARE 1 FOOT. CONTOURS ARE COMPUTER GENERATED FROM GROUND FIELD TOPOGRAPHY GATHERED FOR THIS SURVEY.
_ S - , �`1' I I PORTION OF THE SW 1 4 SE 114, SECTION 11, ALTA NSPS LAND TITLE SURVEY
2041F1 ST NE
_ -
_ _ _ TOWNSHIP 31 NORTH, RANGE 5 FAST OF W.M, FOR
----I - 1�^-- 1 SNOHOMISH COUNTY, WASHINGTON NORTHWEST RESTAURANTS, INC.
NORTHWEST SURVEYING & GPS, INC. BRETT 1012912025 25-423
y� -- ---- ! Jeromy M. DeMeyer, L.S. No.50982
------ ---- i SECTION 11, TOWNSHIP 31 NORTH, Brett W. De Vries, L.S. No.49276 REVIEWED BY: DfR: 31 -05\113105 SHE
_.._._.------_-'_._._�_._._. .__.� RANGE 5 AST' OF W.M. 40 PH.(360)� 354-1950 LYNDENASHINGTON NWSURVEY.COM SV1
JEROMY CRD: 113105GP.CRD
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30' ACCESS & UTILITY EASEMENT ,•,,.••'��2 EXTRUDED ............. U i
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CURB PAVEMENT "� so I IE=125A'
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i EASEMENT NOTES:
Ics r E1 20'X40' ACCESS EASEMENT PER AFN 9509285002 ! -20 �s
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20'X40' ACCESS EASEMENT PER AFN 9509285002 MOVED 10' TO
E2 EAST PER BALDRIDGE BOUNDARY LOT LINE ADJUSTMENT, •yN GRASS
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y £3 25X40' ACCESS EASEMENT PER AFN 200508260877.
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STORM DRAIN INFORMATION:
204TH ST N.E. _ '�.
DOUBLE YELLOW STRIPWG
SDCB SOLID SDCB BEEHIVE RIM EL=136.0' 6" PVC STUB
RIM EL=136.0' O O 12" PVC NE fE=135,5' Sp6 TOP EL=135.9'8" PVC E IE=128.7' SD3 16" PVC TOP=135.5' INV IE=134.2'
So, 6" PVC S IE=129.2'8" PVC W IE=128.8' SDCB SOLID RIM EL=137.0' PORTION OF THE SW 114 SE 114, SECTION 11, ALTA/NSPS LAND TITLE SURVEY
12" PVC N IE=132.0' TOWNSHIP 31 NORTH RANGE 5 EAST OF W.M, FOR
SDCB SOLID RIM EL=135.8' SD4 12" PVC E iE=132.d o 20 40 ' NORTHWEST RESTAURANTS INC.
" " . curve Radius Length Delta SNOHOMISH COUNTY, WASHINGTON
12 PVC S IE=132.0 12 PVC SW IE=132.8
O 12" PVC W I E=132.6' I Cl 1 560,00 12.86 1'18 57 DATE:
DRAWN BY. JOB No.:
SD2 12" PVC NE IE=132.7' SDCB BEEHIVE RIM EL=137.0' SCALE: 1 INCH a 20 FEET
12" PVC E IE=132.0' Spy 12" PVC NE IE=138.9' NORTHWEST SURVEYING & GPS, INC. gRE7T 1012912025 25-423
16" PVC TOP=136.5' BASIS of BEARINGS = Jeromy M. DeMeyer, L.S. No.50982
(S 89 ST N.E.EBrett W. De Vries, L.S. No.49276 ,
(S 89'14'31"E} 407 5TH ST, LYNDEN WASHINGTON, 98264 REVIEWED BY: DIR: 31 -05\113105
VERTICAL DATUM = NAVD 88 PH.(360) 354-1950 NWSURVEY,COM JEROMY CRD: 113105GP.CRD SV2