Revision 9-12-2017CITY OF EDMONDS
12151h Avenue North, Edmonds WA 98020
Phone: 425.771.0220 • Fax: 425.771.0221 • Web: www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT • PLANNING DIVISION
Inc. 18`)'i
August 29, 2017
Darren Riddle
Pacific Coast Surveys, Inc.
Via email: darren@pcsLIrveys.net
I_itvtLu
SUBJECT: NOTICE OF COMPLETENESS FOR LOT LINE ADJUSTMENT APPLICATION
LOCATED ALONG THE EAST SIDE OF 72ND AVE. W. AND NORTH OF 15805
72ND AVE. W.
FILE NO. PLN20170035
Darren Riddle:
Your land use application for a lot line adjustment located along the east side of 72nd Ave. W. and north
of 15805 72nd Ave. W. (File No. PLN20170035) has been determined to meet the procedural submission
requirements and, therefore, is considered complete pursuant to Edmonds Community Development Code
(ECDC) 20.02.002 and 20.75.050. Please accept this letter as the City's completeness notice in
accordance with ECDC 20.02.003. While the application is procedurally complete, additional information
and clarifications are needed for continued review of the application. Please respond to the following so
review of this application can proceed:
En ing eering_Division Comments:
Engineering has reviewed the subject lot line adjustment application. As shown on the survey
prepared by Darren Riddle of Pacific Coast Surveys, Inc. and dated July 18, 2017, Parcel B is
encumbered by a sanitary sewer easement. In reading the legal description for the easement
(AFN 9009280512) the easement should be shown centered on the sanitary sewer line as it may
exist now or in the future. On the survey document, the easement has been shown to be centered
on the parcel boundary line of Parcel B, which places the easement on adjacent properties and
within City right-of-way. I was not able to find record of a sanitary sewer line, however, an
easement would not typically exist within City right-of-way, so it does not appear to have been
shown correctly.
Please review the easement legal description and revise as necessary or provide an explanation as
to why it has been depicted as such on the survey. Please also note that I was unable to view the
recording document referenced — AFN 8306230261. I'm not sure if this document provides
additional clarity?
According to ECDC 20.02.003.13, the above requested information must be submitted within 90 days (or
by November 27, 2017) or the application will expire.
I will be the main staff contact for your application. If you have any questions at any point during the
review process, you may reach me at Michele.Szafran &edmondswa.gov or (425) 771-0220, ext. 1778.
Page 1 of 2
CITY OF EDMONDS LOT LINE ADJUSTMENT" NO. LL-2017-xxxx
CITY OF" EDMONDS RECORD OF LOT LINE ADJUSTMENT
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 I 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
DATED:
(PRINT NAME)
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT _--- ------ __
MY APPOINTMENT EXPIRES: -------------
EXISTING LEGAL DESCRIPTIONS
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 33,5.81 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.
APPROVALS
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS PLANNING DIVISION BY.•
THIS
AUDITOR'S CERTIFICATE
FILED FOR RECORD THIS ---
AT M., IN BOOK
DAY OF
DAY OF , 20___,
OF SURVEYS, AT PAGE
, AT THE REQUEST OF PACIFIC COAST SURVEYS, INC.
COUNTY AUDITOR DEPUTY COUNTY AUDITOR
, 2017
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN
CONF RMANCE WITH THE REQU EMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST
OF RMAN FERKI i M RCH, 2017
ADJUSTED LEGAL DESCRIPTIONS _37" t'1
P OFESSIONAL LAND SURVEYOR CERTIFICCATAT E N0. 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:
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 5537'48" EAST A DISTANCE OF 46.02 FEET,•
THENCE SOUTH 89'38'05" EAST A DISTANCE OF 285.67 FEET;
THENCE NORTH 00' 11 '27" EAST A DISTANCE OF 165.07 FEET;
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.
RECEIVED
SEP 12 2017
DEVELOPMENT SERVICES
COUNTER
HECEIV�
SEA'
DEV --
CITY OF EDMONDS LOT LINE ADJUSTMENT" NO. LL-2017-xxxx
FOUND NAk W/ 'X" IN
HOLE. MARCH 2O17.
156 TH ST. S. W.
_--- -----------"------"-----------------------------------
N 88'4222" W 659.98'
--
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STAMPED "?8131 " I
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FOUND REBAR W/CAP
STAMPED "WEI 16916"
3.8'(W) & 3.4'(S)
OF ORIGINAL CORNER
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OF SET CORNER
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AFN 8J06230278--1
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SP S-17-8'5
VOL. 21, PG. 181 f�
AFN 8509045002
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00513300002218
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AREA OF CONVEYANCE
502 SQ. FT.
W 1
o
Z
—10' SEWER EASEMENT
AFN 8306.230261
AFN 9009280512
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L-----
SEP 12 2017
9EVELOPOIO NNTT SERVI
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.
PARCEL A
00513300002217
(FEEVE PROPERTIES, LLC)
ZONING RS-12
MEADOWDALE BEACH
SUPPLEMENTAL PLAT
VOL. 5, PG. 42
TRACT 22
10' SEWER EASEMENT
AFN 8306230261 5.0'
---------AFN 90092805121�--�
—N 89'38'05" W 285.67'-. - ---- --
FOUND CASED CONC. MON. W/
2" BRASS DISK & X". DOWN
0.5'. MARCH 2O17. 0.4'(S) OF
C/L INT.
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10
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FOUND CASED CONC. MON.
W/3" BRASS DISK & 'X". ®�
DOWN 0.5'. MARCH 2O17.
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0
20' ROADWAY EASEMENT I
AFN 133.2816 &
AFN 2092167 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 8938 0505 W
39.00'
L3 -
N-02'15 38 E
25.75
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FOUND REBAR W/CAP I
STAMPED "WEI 16916'
AT CORNER
- ----- _----N 8938'05" W 365.39'
-------��--------------
FOUND CASED CONC. MON.
W/3" BRASS DISK & 'X".
DOWN 0.5'. MARCH 2O17.
EQUIPMENT & PROCEDURES
METHOD OF SURVEY.•
10' SEWER EASEMENT j
_
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION:
AFN 8JO6230261
AFN 9009280512
���'�
LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION
5.0' —
��
PRECISION.
PARCEL B
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
00513300003604
BASIS OF BEARING:
(THOMAS L MORGAN JI7)
THE MONUMENTED CENTERLINE OF 70TH AVE. W.,
N AS THE BEARING OF N 02'04'08" W.
ZONING RS-12
w
LEGEND
MEADOWDALE BEACH
o -
SUPPLEMENTAL PLAT
Z • SET 1/2" X 24" REBAR W/CAP STAMPED L.S. 37536"
VOL. 5, PG. 42
O EXISTING REBAR W/CAP, AS NOTED
TRACT 36
❑ SET PROPERTY LINE STAKES
EXISTING CASED CONC2017) ETE MONUMENT
®
AFOUND S DESCRIBED (MA CH,
t RIGHT OF WAY CENTERLINE
20' ROADWAY EASEMENT
AFN 1332816 & —+►
AFN 2092167
LOT AREAS
N 893528" W 334.28' ---_- _------_—�
10' SEWER EASEMENT f
AFN 8306230261 5.0'
AFN 9009280512
A. F. NO.
BEFORE AFTER
PARCEL A 53,62 7 SQ. FT.
PARCEL B 87, 635 SQ. FT.
(CONVEYANCE
53,125 SQ, FT.
88,137 SQ. F7.
502 SQ. FT.)
SCALE. 1" = 40'
0 40 80