HomeMy WebLinkAbout20251210_PLN#A25-0055_BLA_Markups CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT PLN# OWNER'S ACKNOWLEDGMENT HIS BOUNDARY LINE ADJUSTMENT IS NOT A PLAT, REPLAT
BEING A PORTION OF THE SE1/4 OF NE1/4 PLN#A25 STATE OF WASHINGTON R SUBDIVISION.
w SECTION 28, T31N-R5E, W.M. -0055 COUNTY OF ______________ SS AITIROOFL ARLINGTON OF THIS BOSHOULD NIOT BNE E U CONSTRUED STMENT BY THE
w O ARLINGTON >
5 Q �'Tel�o MUNICIPAL
CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____________________ PPROVAL OF ANY LAND USE WHICH MAY OR MAY NOT
LO AVE BEEN PROPERTY PERMITTED.
ORIGINAL TRACT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS
INSTRUMENT AS ___________________________________ OF RG NORTHBOUND LOGISTICS, LLC AND PPROVAL OF THIS BOUNDARY LINE ADJUSTMENT IS NOT A
53 172ND ST NE ACKNOWLEDGED IT TO BE HER/HIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN UARANTEE THAT FUTURE PERMITS WILL BE GRANTED FOR
OWNER'S CONSENT THE INSTRUMENT. CONSTRUCTION, STRUCTURE, OR DEVELOPMENT WITHIN A
°O ST NEKNOW ALL PERSONS BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF THE LAND T F E T
Z w HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO DATED THIS ___ DAY OF__________________, 2025. Revise per 2.16.445(d)(4)
SITE w RCW 28.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF Certificate of Ownership - ITY OF ARLINGTON
L Z THE SAME, AND THAT THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH OUR FREE CONSENT Acknowledgement
uj Q co AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON EPARTMENT OF COMMUNITY &
c RESIDING AT CONOMIC DEVELOPMENT
PRINTED NAME
VICINITY MAP RG NORTHBOUND LOGISTICS, LLC COMMISSION EXPIRES PPROVED THIS _____ DAY OF -------------- 2025.
A DELAWARE LIMITED LIABILITY COMPANY Revise per 2.16.445(d)(1)
Revise per 2.16.445(d)(4)BY: Certificate of Ownership Certificate of Subdivision Approval
IRECTOR
ITS: TITLE NOTES:
INDEXING DATA (PER CHICAGO TITLE COMPANY SUBDIVISION GUARANTEE, ORDER NO. 500162968, AMENDMENT 1, SNOHOMISH COUNTY
SECTION 28, T31N, R5E, W.M.
DATED NOVEMBER 18, 2025) TREASURER CERTIFICATE
1. NOT SURVEY RELATED. I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES
HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED
2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A HEDDIIG TO THE BOOKS AND RECORDS OF MY
Wi/ E1/ DOCUMENT: 0N FULLY PAID AND DISCHARGED INCLUDING
GRANTED TO: PUGET SOUND POWER & LIGHT COMPANY 2PURPOSE: ONE LINE OF POLES
RECORDING DATE: JANUARY 9, 1924 E _____ DAY OF ______________, 2025.
RECORDING NO.: 328010
AFFECTS: ALONG THE EAST BOUNDARY OF PARCEL A
SW1/ SE1/ (PLOTTED HEREON)
3. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A SNOHOMISH COUNTY TREASURER DATE
DOCUMENT:
GRANTED TO: CITY OF MARYSVILLE
PURPOSE: WATER PIPELINE OR PIPELINES
RECORDING DATE: AUGUST 25, 1965
RECORDING NO.: 1805334
AFFECTS: EAST 30 FEET OF PARCELS A AND B
(PLOTTED HEREON)
4. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A
DOCUMENT:
GRANTED TO: PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY
EXISTING LEGAL DESCRIPTIONS: PURPOSE: UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM
PARCEL A: RECORDING DATE: SEPTEMBER 8, 2010
THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 31 RECORDING NO.: 201009080540
NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN SNOHOMISH COUNTY, WASHINGTON. AFFECTS: THE WEST 10 FEET OF THE EAST 30 FEET OF PARCEL B
(NOT SHOWN. AMENDED PER ITEM 6 BELOW)
EXCEPT THE SOUTH 150 FEET OF THE EAST 300 FEET THEREOF.
5. SLOPE EASEMENT AGREEMENT INCLUDING THE TERMS, COVENANTS AND PROVISIONS THEREOF:
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BETWEEN: ARLINGTON 51 ST ST LLC, A WASHINGTON LIMITED LIABILITY COMPANY
AND: RG NORTHBOUND LOGISTICS LLC
PARCEL B: RECORDING DATE: AUGUST 29, 2025
THE SOUTH 150 FEET OF THE EAST 300 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE RECORDING NO.: 202508290449
NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., RECORDS OF SNOHOMISH COUNTY, WASHINGTON. AFFECTS: PORTION OF SAID PREMISES AND OTHER PROPERTY APPROXIMATELY AS DELINEATED THEREIN
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. (PLOTTED HEREON. OFFSITE AND ADJACENT AT NORTHWEST AREA OF SITE)
6. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A
REVISED LEGAL DESCRIPTION: DOCUMENT:
THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 31 GRANTED TO: PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY AND ZIPLY FIBER NORTHWEST, LLC
NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN SNOHOMISH COUNTY, WASHINGTON; PURPOSE: ELECTRIC AND COMMUNICATION TRANSMISSION AND/OR DISTRIBUTION LINE
EXCEPT THE EAST 30.00 FEET FOR 51 ST AVENUE SE. RECORDING DATE: AUGUST 20, 2025
RECORDING NO.: 202508200182
AFFECTS: THE EAST 10 FEET OF PARCEL B LYING PARALLEL TO AND COINCIDENT WITH THE WEST MARGIN OF 51ST
AVENUE NE
(PLOTTED HEREON)
(THIS EASEMENT AMENDS ITEM 4 REC. NO. 201009080540 OF THIS REPORT)
7. NOT SURVEY RELATED.
Replace with 20.16.445(d)(7) Auditors
Certificate Replace with 20.16.445(d)(5) Surveyors
Certificate and Acknowledgement
AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATION: 11/25/2025 NAME AND ADDRESS - ORIGINAL TRACT OWNER
DRAWN BY KMA Bar hausen
FILED FOR RECORD AT THE REQUEST OF BARGHAUSE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME B . g RG NORTHBOUND LOGISTICS LLC
CONSULTING ENGINEERS, LLC. THIS DAY 0 OR UNDER MY DIRECTION IN CONFORMANCE WITH y/
----- � pF WASy � DATE Consulting Engineers, LLC. 400 UNIVERSITY STREET, SUITE 300
2025, AT ------ MINUTES PAS REQUIREMENTS OF THE CITY OF ARLINGTON AND THE SURVEY o�� i 11/25/2025 9 9 SEATTLE, WA 98101
M. RECORDING ACT AT THE REQUEST OF ROCKEFELLER Q
ACQUISITIONS, LLC IN FEBRUARY, 2025. SCALE: N/A 18215 72nd Avenue South
AUDITOR'S FILE NUMBER _______________________ o Kent, WA 98032 EXISTING ZONING LI - LIGHT INDUSTRIAL
• �F40016�p ��� CHECKED BY: OBH 425.251.6222 barghausen.Com TYPE OF ACCESS 51 ST AVE NE
ww-- 11/25/2025 si l s T 1 �
COUNTY AUDITOR DEPUTY OWEN B. HILLE, PLS DATE ONq� LAND S APPROVED BY: OBH
LICENSE No. 40016 BCE JOB NO. 23642 NO. OF ADJUSTED PARCELS 2 SHEET 1 OF 2
Shift title block to center CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT PLN#
of sheet. BEING A PORTION OF THE SE1/4 OF NE1/4
Add Name of Proposed SECTION 28, T31N-R5E, W.M.
BLA. (Both sheets 1& 2)
CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON
N1/4 CORNER SECTION 28
FOUND 3 1/4" BRASS DISK NE CORNER SECTION 28 PLN#A25
AT THE INTERSECTION OF FOUND 2 3/4" BRASS DOME
172ND ST NE & 43RD AVE NE DOWN 0.65' FROM SURFACE -0055
21 AT THE INTERSECTION OF
— — S87*34' 8"E 2610� 51ST AVE NE & 172ND ST NE 21 22
281 1
281 127
� I
CHAINLINK FENCE CORNER
6.7' NORTH I I
w l I I NORTH LINE OF THE I
IL BSP AFN 202105055002
SLOPE EASEMENT I 633 I SOUTH HALF OF THE S.E. DEPICTS AN ORIGINAL 20'
w I AFN. 202508290449 I I 'asp PVN 5055002 1/4 OF THE N.E. 1/4 OF I I RIGHT-OF-WAY WITH AN
N �o I ADDTIONAL 30.5' DEDICATED. o N
LOT 8 I LOT 7 LOT 6 I PFN 202 I SECTION 28, T5E, R28N, NO R/W CONVEYANCE DEEDS `� �
LOT 5 LOT 4 W.M. I = I ARE NOTED I I N
LOT 3 Z LOT 2 50.5'
— — 1 x I I RETAINING WALL RUNS NORTH I OF PROPERTY LINE
oI
� S87'21'59"E 1268.93' o I S8T21'59"E iv
GRAVEL ROAD
I 6.1' EAST CHAINLINK FENCE CORNER 30.00' 1 V)
j 0.9' SOUTH
1 f 30' PUGET SOUND POWER & LIGHT
EASEMENT & PIPELINE EASEMENT
AFN. 328010 &
o - WEST LINE OF THE S.E. 1/4 30.0' I CITY OF MARYSVILLE AFN 1805334
o M OF THE N.E. 1/4 OF N I
SECTION 28, T5E, R28N, W.M.
`� 23.0'
Q o I 114 � A THOROUGH SEARCH WAS
0 50 100' 200' oN�o I I 052 00�01700 PARCEL A 10' P.U.D. OU G OVERHEAD
� MADE ESTABLISHMENT A DEED OR ROAD
0 3� 423,478 SQ. FT. EXISTING LOT LINES /
o TO BE REMOVED AFN. 202508200182 'M PROPERTY FOR 51ST AVENUE,
SCALE: 1 "='I 00' M I N I----GRAVEL ROAD 1 Cli NONE WAS FOUND. FIRST
o I 10.7' EAST S8T19'54"E 270.02' N M IAME ANDR HEN CITY OFF A SNOHOMISH
RLINGTTON�Q SOUTH LINE OF THE
NORTH HALF OF THE 17A o N I I ALL STATED THEY HAD NO
SOUTH HALF OF THE S.E. d o o w
> I 1/4 OF THE N.E. 1/4 OF EXISTING LO py 1000 v� z RECORDS OF A DEDICATION OR
a I / / STRUCTURE 00A0 10.0' w CONVEYANCE DEED. WITHOUT
I SECTION 28, T5E, R28N, TO BE I 1052$ EVIDENCE TO THE CONTRARY,
GRAVEL ROAD W M.
rn 3 �r o z
_ 2.3' SOUTH BARBED WIRE FENCE REMOVED N EXISTING � > HELD 30' R/W WIDTH FOR
0.8'NORTH BARBED WIRE FENCE o STRUCTURE L.�, a PURPOSES OF THIS BLA AND
�\ 997 89, NORTH I N TO BE I N AREAS SHOWN.
REMOVED r- I A NEW RECORDED R/W
APN 31052800101800 S8T19'54"E 1267.90' "' DEDICATION IS RECOMENDED
— _ — 270.02' / I BASED ON JURISDICTIONAL
Shoal I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - REVIEW.
staked/found LOT B WOOD FENCE CORNER — — — — — —
corners (Typ.) 0.2' NORTH WOOD FENCE CORNER ROS AFN 201102255002
4.1' SOUTH I DEPICTS A 20' RIGHT-OF-WAY
Ug S8T19'54"E NO R/W CONVEYANCE DEEDS
8�OAA 050 ��1 5 BLA NO. BLA-PLN-208 30.00' i 45.0' I ARE NOTED.
AFN 201705015001
- - - - NI
W1/4 CORNER SECTION 28 —
FOUND 1 1/2" BRASS DISK _� I I FOUND 1/2" REBAR M
DOWN 0.55' FROM SURFACE & YELLOW CAP
AT THE CENTERLINE OF o I LOT A (ILLEGIBLE) I I
SMOKEY POINT BLVD N
29 28 N8717'48"W 28 —1296.88' _ - - - - - - - - - - - - - - - - - - - - -
2584.58' — — � — - - - - - - - - - - - -
(C) 5178.33'(M) — — — 6.87' - - - - - - - - - - - - - - - - _
CENTER OF SECTION 28 N87*17'48"W 2593.75' — — —
� — � — � — � — `I � E1/4 CORNER SECTION 28
PROPORTIONED PER ( )
FOUND 3" BRASS DISK
ROS AFN. 201102255002 28 27 DOWN 0.30' FROM SURFACE
FOUND 1/2" REBAR AT THE CENTERLINE OF
SURVEY INFORMATION: DOWN 0.10' FROM LSOURFACE 51ST AVE NE
"LS 33476"
HORIZONTAL DATUM:
NAD 83/11, WASHINGTON STATE PLANE, NORTH ZONE-
PER WSDOT PUBLISHED MONUMENTS. WSDOT CONTROL POINT "FREE" WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT
"FREE" AND CONTROL POINT "BM31009-8" WAS HELD FOR ROTATION, BEING NORTH 21°57'21" WEST.
SURVEYOR'S NOTES: LEGEND:
BASIS OF BEARINGS: • ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN U.S. SURVEY FEET.
SOUTH 02°02'29" WEST ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 31 NORTH, FOUND SECTION CORNER AS NOTED
RANGE 5 EAST, W.M., SNOHOMISH COUTNY, WASHINGTON. REFERENCE SURVEYS:
1. RECORD OF SURVEY - AFN. 9006055001 ►o. FOUND QUARTER CORNER AS NOTED
BOUNDARY NARRATIVE: 2. RECORD OF SURVEY - AFN. 201102255002
THE SECTION SUBDIVISION SHOWN HEREON WAS BASED ON FIELD TIES TO CONTROLLING MONUMENTS AND WAS SUBDIVIDED 3. BOUNDARY LINE ADJUSTMENT NO. BLA-PLN 208 - AFN. 201705015001 o FOUND REBAR/CAP AS NOTED
ACCORDINGLY. THIS SURVEY PROPORTIONED THE CENTER QUARTER CORNER ALONG THE E-W CENTER LINE OF THE SECTION PER
THE RECORD OF SURVEY RECORDED UNDER AFN. 201102255002. FOUND CONTROL FOR THIS SURVEY WAS USED FOR COMPARISON 4. BINDING SITE PLAN NO. PLN #633 - AFN. 202105055002
WITH POSITIONS OF CONTROLLING CORNERS SHOWN ON SAID SUBDIVISION. PLEASE NOTE, THERE IS A NOTABLE DIFFERENCE 5. BINDING SITE PLAN NO. PLN #1132 - AFN. 202404045004
BETWEEN DISTANCES GIVEN IN GRID ON THE SURVEY MENTIONED ABOVE, AND GROUND DISTANCES SHOWN ON THIS SURVEY.
SUBDIVISIONAL CALCULATIONS WERE UTILIZED TO ESTABLISH THE PARCEL BOUNDARIES SHOWN HEREON. ALL PROPERTY CORNERS SHEET 2 OF 2
WERE SEARCHED FOR ALONG WITH ALL THE LOT CORNERS ON THE NORTH LINE OF THE SUBJECT PARCEL.
11/25/2025
DATE OF SURVEY: DRAWN BY KMA Bar hausen
THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENTS AND SITE CONDITIONS EXISTING ON OCTOBER 4, 2024, OCTOBER 25, B • y g
2024, & OCTOBER 31, 2024. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY OF ��.�pF WASy/�� DATE 11/25/2025 Consulting Engineers, LLC.
2024. 0 �
SCALE: 18215 72nd Avenue South
N 1" = 100'
PROCEDURE AND EQUIPMENT: Kent WA 98032
THIS IS A FIELD TRAVERSE SURVEY. A TRIMBLE S5 ROBOTIC TOTAL STATION, A TRIMBLE TSC-7 DATA COLLECTOR, AND A TRIMBLE CHECKED BY: '
GPS WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS 40016�p �J`� OBH 425.251.6222 barghausen.com
SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN W.A.C. 332-130-090. ALL INSTRUMENTS ��oiy c�ST 0, APPROVED BY:
AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS AND USED BY q� Lmo OBH
APPROPRIATELY TRAINED PERSONNEL. I I BCE JOB NO. 23642