171245LLA 090917.pdfCITY OF EDMONDS LOT LINE ADJUSTMENT NO. LL-2017-XXXX
CITY OF EDMONDS RECORD OF LOT LINE ADJUSTMENT EXISTING LEGAL DESCRIPTIONS APPROVALS
THIS IS TO CERTIFY THAT THE PROPERTIES AS SHOWN AND DESCRIBED HEREON HAVE HAD THEIR LOT LINES
ADJUSTED UNDER THE PROVISIONS OF THE EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) CHAPTER 20.75.050
FILE NO. LL-2017-xxxx.
WE VERIFY THAT WE ARE THE LEGAL OWNERS OF THE PROPERTY DESCRIBED HEREON. WE WARRANT THAT ALL
REPRESENTATIONS ARE TRUE AND CORRECT AND UNDERSTAND THAT IN THE EVENT OF ANY MISREPRESENTATION OR
FAILURE TO COMPLY WITH THE CONDITIONS AND REGULATIONS SET FORTH HEREIN, THE CITY OF EDMONDS SHALL
HAVE THE RIGHT TO DECLARE THAT LOT LINE ADJUSTMENT VOID AND RECORD A STATEMENT TO THAT EFFECT IN THE
GRANTOR -GRANTEE'S INDEX IN THE OFFICE OF THE SNOHOMISH COUNTY AUDITOR.
SIGNED:
NORMAN FERKINGSTAD, MEMBER FEDJE PROPERTIES LLC,
THOMAS L. MORGAN JR. TRUSTEE OF ROSALIE MORGAN BYPASS TRUST
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)SS
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT NORMAN FERKINGSTAD IS
THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED
THIS INSTRUMENT ON OATH STATING THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT
AND ACKNOWLEDGED IT AS A MEMBER OF AND VOLUNTARY ACT AND DEED OF SUCH PARTY
FOR FEDJE PROPERTIES LLC, A WASHINGTON LIMITED LIABILITY CORPORATION
THE USE AND PURPOSES MENTIONED IN THIS INSTRUMENT.
NOTARY SIGNATURE
DATED:
(PRINT NAME)
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT
MY APPOINTMENT EXPIRES:
STATE OF WASHINGTON
SS
COUNTY OF SNOHOMISH )
I CERTIFY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENCE THAT THOMAS L. MORGAN JR.,
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE
SIGNED THIS INSTRUMENT AS THE TRUSTEE OF THE ROSALIE MORGAN BYPASS TRUST, DATED
NOVEMBER 19, 2007, AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR THE
USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
NOTARY SIGNATURE
(PRINT NAME)
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT
MY APPOINTMENT EXPIRES:
10
DATED:
PARCEL A:
THE SOUTH HALF OF THE FOLLOWING:
ALL THAT PORTION OF TRACT 22 OF MEADOWDALE BEACH SUPPLEMENTAL
PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF
PLATS, PAGE 42, RECORDS
OF SNOHOMISH COUNTY AUDITOR, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT 22;
THENCE EASTERLY ALONG THE SOUTH LINE THEREOF FOR 325.40 FEET
TO THE SOUTHWEST CORNER OF TRACT DESCRIBED IN DEED TO MELVIN
D. BOWDISH AND STELLA E. BOWDISH, HIS WIFE, RECORDED UNDER
AUDITOR'S FILE NO. 1131931;
THENCE NORTHERLY ALONG THE WEST LINE OF SAID BOWDISH TRACT
AND SAID WEST LINE EXTENDED A DISTANCE OF 332.14 FEET,•
THENCE WESTERLY 312.35 FEET TO THE WEST LINE OF SAID TRACT,•
THENCE SOUTHERLY ALONG THE WEST LINE 332.0 FEET TO THE POINT
OF BEGINNING,
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
PARCEL B
THAT PORTION OF TRACT 36 OF MEADOWDALE BEACH SUPPLEMENTAL
PLAT, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 42,
RECORDS OF SNOHOMISH COUNTY AUDITOR, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 36;
THENCE EAST ALONG THE NORTH LINE THEREOF FOR 325.40 FEET TO
THE NORTHWEST CORNER OF THAT CERTAIN TRACT CONVEYED TO MONTY
LEE SPOONER AND LOU VINCENT SPOONER, HIS WIFE, ET AL, BY DEED
RECORDED MAY 3, 1968 UNDER AUDITOR'S FILE NO. 2028356;
THENCE SOUTHERLY ALONG THE WEST LINE OF SAID SPOONER TRACT
FOR 266.11 FEET,•
THENCE WEST 335.81 FEET TO A POINT ON THE WEST LINE OF TRACT
36, 266.0 FEET SOUTH OF THE NORTHWEST CORNER THEREOF,•
THENCE NORTH ALONG THE WEST LINE THEREOF FOR 266.0 FEET TO
THE POINT OF BEGINNING,
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS PLANNING DIVISION BY.
THIS DAY OF
AUDITOR'S CERTIFICATE
FILED FOR RECORD THIS ---
AT M., IN BOOK
DAY OF
OF SURVEYS, AT PAGE
, AT THE REQUEST OF PACIFIC COAST SURVEYS, INC.
COUNTY AUDITOR DEPUTY COUNTY AUDITOR
SURVEYOR'S CERTIFICATE
, 2017.
THIS 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 NORMAN FERKINSTAD IN MARCH, 2017.
ADJUSTED LEGAL DESCRIPTIONS 37536
PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. DATE
PARCEL A:
ALL THAT PORTION OF TRACT 22, PLAT OF MEADOWDALE SUPPLEMENTAL
PLAT, AS RECORDED IN VOLUME 5 OF PLATS, PAGE 42, RECORDS OF
SNOHOMISH COUNTY, SECTION 5, TOWNSHIP 27 NORTH, RANGE 4 EAST
OF THE WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: 4. of WASH' d
COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT 22;
THENCE NORTH 02.15'38" EAST A DISTANCE OF 25.75 FEET � � Y x
TO THE POINT OF BEGINNING,
THENCE SOUTH 55.37'48" EAST A DISTANCE OF 46.02 FEET,•
n,
THENCE SOUTH 89.3O
8'05" EAST A DISTANCE OF 285.67 FEET, �cSs I 36 01 STSS
THENCE NORTH 00.11 '27" EAST A DISTANCE OF 165.07 FEET, • IpNAL LAA29D
THENCE NORTH 89.02'30" WEST A DISTANCE OF 318.62 FEET,•
THENCE SOUTH 02.15'38" WEST A DISTANCE OF 142.71 FEET
TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
PARCEL B
ALL THAT PORTION OF TRACT 22 AND TRACT 36, PLAT OF MEADOWDALE
SUPPLEMENTAL PLAT, AS RECORDED IN VOLUME 5 OF PLATS, PAGE 42,
RECORDS OF SNOHOMISH COUNTY, SECTION 5, TOWNSHIP 27 NORTH,
RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT 22;
THENCE NORTH 02.15'38" EAST A DISTANCE OF 25.75 FEET
TO THE POINT OF BEGINNING,
THENCE SOUTH 55.37'48" EAST A DISTANCE OF 46.02 FEET,•
THENCE SOUTH 89.38'05" EAST A DISTANCE OF 285.67 FEET,•
THENCE SOUTH 00.11 '27" WEST A DISTANCE OF 266.11 FEET,•
THENCE NORTH 89.3528" WEST A DISTANCE OF 334.28 FEET,•
THENCE NORTH 02.15'38" EAST A DISTANCE OF 291.75 FEET
TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
A. F. NO.
CITY OF EDMONDS LOT LINE ADJUSTMENT NO. LL-2017-xxxx
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FOUND REBAR W/CAP C�
STAMPED "?8131 " I
ON ROW LINE
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FOUND REBAR W/CAP
STAMPED "?8131 "
ON ROW LINE
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FOUND REBAR W/CAP
STAMPED "WEI 16916"
3.8'(W) & 3.4'(S)
OF ORIGINAL CORNER
NOTES
1 00513300002224
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30513333002219
FOUND REBAR W/CAP
ILLEGIBLE. 3.4'(W) & 1.0'(S)
OF SET CORNER
10' SEWER EASEMENT 5.0'
J AFN 8306230278�
20.01' L2—
r----------- — — —
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AREA OF CONVEYANCE f
502 SQ. Fl:
FOUND NAIL W/ 'X" IN
HOLE. MARCH 2O17.
i56TH ST. S. W.
— - — - — - — - — - — - — - — - — - — - — - — ---------------
N 88'4222" W 659.98'
--------------------- 7-------------------------------------
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00513300002220
-----------------------------------
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SP S-17-85
VOL. 21, PC. 181
AFN 8509045002
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{ 00513300002218
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N 89'02'30" W ! 318.62'
PARCEL A
00513300002217
(FEDJE PROPERTIES, LLC)
ZONING RS-12
MI ADOWDAI F I31 ACI I
SUPPI I MI N I AI PIA l
VOL. 5, PG. 42
TRACT 22
10' SEWER EASEMENT
AFN 8306230261 5.0'
AFN 9009280512� 1
N 89'38'05" W 285.67'—
PARCEL B
0
00513300003604
N
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(THOMAS L MORGAN JR)
ZONING RS-12
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MEADOWDALE BEACH
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SUPPLEMENTAL PLAT
VOL. 5, PG. 42
�-10' SEWER EASEMENT
TRACT 36
AFN 8306230261
AFN 9009280512
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5.0'
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20' ROADWAY EASEMENT
AFN 1332816 &
AFN 2092167
FOUND CASED CONC. MON. W/
2" BRASS DISK & 'X". DOWN
0.5'. MARCH 2O17. 0.4'(S) OF
CIL INT.
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AFN 1332816 & I `
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LINE TABLE �
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LINE
BEARING
DISTANCE
L 1
N 55'37'48" W
46.02'
L2
N 89'38'05" W
39.00'
L3
N 02'15 38 E
25.75
i
FOUND REBAR W/CAP
STAMPED "WEI 16916" I
AT CORNER
N 89'38'05" W 365.39' -- ---- 4
Y FOUND CASED CONC. MON.
W/3" BRASS DISK & 'X"
DOWN 0.5'. MARCH 2O17.
EQUIPMENT & PROCEDURES
METHOD OF SURVEY:
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION:
LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION
PRECISION:
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF 70TH AVE. W.,
AS THE BEARING OF N 02'04'08" W.
LEGEND
• SET 1/2" X 24" REBAR W/CAP STAMPED "L.S. 37536"
O EXISTING REBAR W/CAP, AS NOTED
❑ SET PROPERTY LINE STAKES
OFOUND EXISTING CASED CONCRETE MONUMENT
AS DESCRIBED (MARCH, 2017)
RIGHT OF WAY CENTERLINE
LOT AREAS
BEFORE
AFTER
PARCEL A 53,62 7 SQ. FT. 53,125 SQ, FT.
PARCEL B 87, 635 SQ. FT. 88,137 SQ. FT.
(CONVEYANCE 502 SQ. FT.)
N 89'3528" W 334.28'- R
10' SEWER EASEMENT A f
I AFN 8JO6230261 5.0'
AFN 9009280512 SCALE: 1" = 40'
A. F. NO. 0 40 80 r
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND
SURVEYOR.
2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS,
OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR
IMPLIED.
F WAS
F O
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