05-4013_dwg_bla_ros_recorded180920.pdfKNOW - ALL MEN BY THESE PRESENTS THAT IKEGAMI
PROPERTIES L.L.C., A WASHINGTON LIMITED LIABILITY
COMPANY, THE UNDERSIGNED OWNER(S) OF THE LAND
HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE
ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND
DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC
REPRESENTATION OF THE SAME, AND THAT SAID
ADUSTMENT IS MADE WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN
WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS.
P IKE+Ii91,1GNER OF IKEGAMI PROPERTIES LLC
ACKNOWLEDGEMENT:
STATE OF WASHINGTON )
*46U0140i
COUNTY OF W'ASF11M70N )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE
THAT DOUG IKEGAMI IS THE PERSON WHO APPEARED
BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE
SIGNED THIS INSTRUMENT, AND ON OATH STATED THAT HE
WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS AN OWNER OF KEGAMI PROPERTIES,
LLC. A WASHINGTON LIMITED LIABILITY COMPANY, TO BE
THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE
USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED: / 1
(SIGN)
$®®q19 9}
(PRINT).
NOTARY PUBLIC IN AND FOR
THE STATE OF 5ASHINGTON, O Q��
RESIDING AT 6 a �A,B ® ®
MY APPOINTMENT EXPIRES *® V,
®s
APPROVALS: ®®®®�448 00�®®
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY
OF DMONDS PLANNING QWISION BY:
t lzz
CITY OF EDMONDS PLANNIN& DIVISION DATE
TREASURER'S CERTIFICATE:
I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES
HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED
HEREIN, ACCORDING TO THE BOOKS AND RECORDS OF MY
OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED,
INCLUDING 2018 TAXES.
��Yl
TREASU R, SNO OMISH COUNTYC�
BY: { '
DEPUTYCOUNTY TREOUR660
ER
1610
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v - { 003 C&C "
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ACCESSAND UTILITY EASEMENT:
THE ACCESS / UTILITY EASEMENT IS TO BENEFIT BOTH
LOTS AND MAINTENANCE RESPONSIBILITIES WILL BE SHARED
BY BOTH LOTS.
1
FILED FOR RECORD THIS DAY OF 20
•. s O._
GROUPREQUEST OF FOUR. INC.
CONFORMED COPY
201809205002 3 PGS
0912012018 1:48r N93,00
SNOHOMISH COUNTY, SHINGTON
COUNTY AUDITOR
EXISTING LEGAL DESCRIPTION:
PARCEL 1:
THAT PORTION OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN,
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE
SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN;
THENCE NORTH 044' WEST 480.16 FEET;
THENCE SOUTH 89°05'58" EAST 30 FEET TO THE TRUE
POINT OF BEGINNING OF THE DESCRIPTION;
THENCE CONTINUING SOUTH 89'05'58" EAST 306.33 FEET;
THENCE NORTH 0'36'41 " WEST 61.99 FEET;
THENCE NORTH 89'05'58" WEST 306.46 FEET;
THENCE SOUTH O'44' EAST 62.0 FEET TO TRUE POINT OF
BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
PARCEL 2:
THAT PORTION OF THE NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AND
OF THE SOUTHWEST QUARTER OF THE NORTHWEST
QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29,
TOWNSHIP 27 NORTH, RANGE 4 EAST OF THE WILLAME17E
MERIDIAN, IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID
SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER; THENCE NORTH 0'44'32" WEST
ALONG THE WEST LINE OF SAID SUBDIVISION AND THE
CENTERLINE OF 25TH AVENUE S. (76TH AVE. W.) 542.16
FEET;
THENCE SOUTH 89'06' 13" EAST 30.01 FEET TO THE
EASTERLY MARGIN OF SAID ROAD;
THENCE CONTINUING SOUTH 89'06' 13" EAST 116.32 FEET
TO A POINT WHICH LIES NORTH 89'06'13" WEST 190.00
FEET FROM A POINT ON THE EAST LINE OF THE WEST
HALF OF SAID LAST-MENTIONED SUBDIVISION AND THE
POINT OF BEGINNING;
THENCE NORTH 89 ' 06'13" WEST 116.32 FEET TO
RETURN TO SAID ROAD MARGIN;
THENCE NORTH 0'44'32" WEST ALONG SAID MARGIN 198.09
FEET TO THE SOUTH LINE OF A TRACT OF LAND CONVEYED
TO ROLAND F. CLINTON BY DEED RECORDED UNDER
AUDITOR'S FILE NO. 2064414, RECORDS OF SAID COUNTY;
THENCE SOUTH 89'06'48" EAST ALONG SAID SOUTH LINE
123.99 FEET TO A POINT WHICH BEARS NORTH 1'28'38"
EAST 198.04 FEET FROM THE POINT OF BEGINNING;
THENCE SOUTH 1 ' 28'38" WEST 198.04 FEET TO THE
POINT OF BEGINNING.
(ALSO KNOWN AS WESTERLY PORTION OF CITY OF
EDMONDS BOUNDARY LINE ADJUSTMENT 8901190201 AS
CORRECTED BY AFFIDAVIT OF CORRECTION RECORDED
UNDER AUDITOR'S FILE NO. 8904130401, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON).
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
;11901%
THAT PORTION OF THE NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AND
OF THE SOUTHWEST QUARTER OF THE NORTHWEST
QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29,
TOWNSHIP 27 NORTH, RANGE 4 EAST OF THE WILLAMETTE
MERIDIAN, IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID
SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER; THENCE NORTH 0'44'32" WEST
ALONG THE WEST LINE OF SAID SUBDIVISION 542.16 FEET;
THENCE SOUTH 89'06'13" EAST 30.01 FEET TO THE
EASTERLY MARGIN OF SAID ROAD;
THENCE CONTINUING SOUTH 89'06'13" EAST 30.01 FEET
TO THE EASTERLY MARGIN OF SAID ROAD;
THENCE CONTINUING SOUTH 89'06'13" EAST 116.32 FEET
TO A POINT WHICH LIES NORTH 89'06'13" WEST 190.00
FEET FROM A POINT ON THE EAST LINE OF THE WEST
HALF OF SAID LAST-MENTIONED SUBDIVISION AND THE
POINT OF BEGINNING;
THENCE NORTH 1 ' 28'38" EAST 198.04 FEET TO A POINT
ON THE SOUTH LINE OF A TRACT OF LAND CONVEYED TO
ROLAND F. CLINTON BY DEED RECORDED UNDER AUDITOR'S
FILE NO. 2064414, RECORDS OF SAID COUNTY;
THENCE SOUTH 89'06'48" EAST ALONG SAID SOUTH LINE
76.00 FEET TO THE EAST LINE OF SAID CLINTON TRACT;
THENCE NORTH 0`44'36" WEST ALONG SAID EAST LINE
46.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF
SWAN'S ADDITION, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 16 OF PLATS, PAGE 10, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON; THENCE SOUTH
89'06'48" EAST ALONG SAID BOUNDARY 106.85 FEET TO
THE EAST LINE OF A TRACT OF LAND CONVEYED TO
WILLIAM MCROBB SIMPSON, JR. BY DEED RECORDED UNDER
AUDITOR'S FILE NO. 1627832, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON, ALSO BEING THE EAST LINE OF THE
WEST HALF OF SAID SUBDIVISIONS;
THENCE SOUTH 0'37'10" EAST ALONG SAID EAST LINE AND
A SOUTHERLY PROLONGATION THEREOF 244.12 FEET,
THENCE NORTH 89 ' 06' 13" WEST 190.00 FEET TO THE
POINT OF BEGINNING.
(ALSO KNOWN AS EASTERLY PORTION OF CITY OF
EDMONDS BOUNDARY LINE ADJUSTMENT 8901190201 AS
CORRECTED BY AFFIDAVIT OF CORRECTION RECORDED
UNDER AUDITOR'S FILE NO. 8904130401, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON).
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
'WI a4111m,IE
THE NORTH 100 FEET OF THE SOUTH 200 FEET, AS
MEASURED ALONG THE WESTERLY LINE OF STATE ROAD NO.
1, OF THE EAST HALF OF THE NORTHWEST QUARTER OF
THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER
OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST OF
THE WILLAMETTE MERIDIAN, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON;
EXCEPT PORTION LYING WITHIN STATE ROAD NO. 1.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
PARCEL 5:
THAT PORTION OF THE EAST HALF OF THE NORTHWEST
QUARTER OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, IN
SNOHOMISH COUNTY, WASHINGTON, LYING SOUTH OF THE
FOLLOWING DESCRIBED LINE:
BEGINNING AT A POINT ON THE WESTERLY LINE OF STATE
ROAD NO. 1, 100 FEET (MEASURED ALONG SAID WESTERLY
LINE OF ROAD) NORTHEASTERLY FROM THE SOUTH LINE OF
SAID EAST HALF OF THE NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER;
THENCE RUNNING WEST PARALLEL TO THE SOUTH LINE OF
SAID SUBDIVISION TO THE WEST LINE THEREOF; EXCEPT
STATE ROAD NO. 1.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
T;b]
THAT PORTION OF THE EAST HALF OF THE SOUTHWEST
QUARTER OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, IN
SNOHOMISH COUNTY, WASHINGTON, LYING NORTH OF THE
FOLLOWING DESCRIBED LINE:
BEGINNING AT A POINT ON THE WESTERLY LINE OF STATE
ROAD NO. 1, 100 FEET (MEASURED ALONG THE WESTERLY
LINE OF ROAD) SOUTHWESTERLY FROM THE NORTH LINE
OF SAID EAST HALF OF THE SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER;
THENCE RUNNING WEST PARALLEL TO THE NORTH LINE OF
SAID SUBDIVISION TO THE WEST LINE THEREOF, EXCEPT
STATE ROAD NO. 1;
TOGETHER WITH THAT PORTION OF THE EAST HALF OF THE
SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN,
LYING WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 AND
LYING NORTHERLY OF A LINE DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 200 FEET SOUTH OF THE
NORTHWEST CORNER OF SAID SUBDIVISION; THENCE EAST
TO THE WEST LINE OF STATE HIGHWAY NO. 1;
THENCE NORTHEASTERLY ALONG THE WEST LINE OF
HIGHWAY RIGHT OF WAY 100 FEET TO THE TRUE POINT OF
BEGINNING OF SAID LINE; THENCE WEST TO WEST LINE OF
SAID SUBDIVISION AND THE TERMINUS OF SAID LINE;
AND LYING SOUTHERLY OF A LINE DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WESTERLY LINE OF STATE
ROAD NO. 1, 100 FEET (MEASURED ALONG THE WESTERLY
LINE OF ROAD) SOUTHWESTERLY FROM THE NORTH LINE
OF SAID EAST HALF OF THE SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER;
THENCE RUNNING WEST PARALLEL TO THE NORTH LINE OF
SAID SUBDIVISION TO THE WEST LINE THEREOF AND THE
TERMINUS OF SAID LINE.
CORRECTLYTHIS MAP YSURVEY .
BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH
THE REQUIREMENTS OF `r `
THE REQUEST OF YQnA" Z_-1WA(&A0ce AA
�"'''
NO.. w" '
REGISTPERED-LAND SURVEYOR
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
PARCEL 7:
A PORTION OF THE EAST HALF OF THE SOUTHWEST
QUARTER OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, IN
SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
BEGINNING AT A POINT 200 FEET SOUTH OF THE
NORTHWEST QUARTER OF SAID SUBDIVISION; THENCE EAST
TO WESTERLY LINE OF STATE HIGHWAY NO. 1;
THENCE NORTHEASTERLY ALONG WEST LINE OF HIGHWAY
RIGHT OF WAY 100 FEET; THENCE WEST TO WEST LINE OF
SAID SUBDIVISION;
THENCE SOUTHERLY ALONG THE WEST LINE TO THE TRUE
POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
PARCEL 8:
LOT 2 OF CITY OF EDMONDS SHORT PLAT NO. S-53-78
RECORDED UNDER AUDITOR'S FILE NO. 7903130264,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON, BEING A
PORTION OF SOUTHWEST QUARTER OF NORTHWEST
QUARTER OF SOUTHWEST QUARTER OF SECTION 29,
TOWNSHIP 27 NORTH, RANGE 4 EAST OF THE WILLAMETTE
MERIDIAN.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
DRAWN: DKR (JR)
DATE: 03/0212018
CHECKED. DKR (SR)
DATE: 6/11/2018
Lu®
_
APPROVED: DKR (SR)
DATE: 6/11/2018
>
5-401
F"'ROPOSED LOT 1
THAT PORTION OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN,
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER;
THENCE NORTH 0'44'32" WEST ALONG THE WEST LINE OF
SAID SUBDIVISION AND THE CENTERLINE OF 25TH AVENUE
S. (76TH AVE. W.), A DISTANCE OF 740.23 FEET TO THE
WESTERLY PROLONGATION OF THE SOUTH LINE OF A TRACT
OF LAND CONVEYED TO ROLAND F. CLINTON BY DEED
RECORDED UNDER AUDITOR'S FILE NUMBER 2064414;
THENCE SOUTH 89'06'22" EAST, A DISTANCE OF 30.01
FEET TO THE EASTERLY MARGIN OF SAID ROAD AND THE
POINT OF BEGINNING;
THENCE CONTINUING SOUTH 89'06'22" EAST, ALONG SAID
SOUTH LINE, A DISTANCE OF 282.71 FEET;
THENCE SOUTH 00'53'28" WEST, A DISTANCE OF 132.55
FEET;
THENCE SOUTH 89'06'32" EAST, A DISTANCE OF 149.26
FEET;
THENCE NORTH 00'53'28" EAST,, A DISTANCE OF 8.50
FEET;
THENCE SOUTH 89'08'12" EAST, A DISTANCE OF 90.97
FEET TO A POINT ON THE WESTERLY MARGIN OF STATE
HIGHWAY NO.1;
THENCE SOUTH 25'43'29" WEST, ALONG SAID WESTERLY
MARGIN, A DISTANCE OF 275.38 FEET TO THE SOUTH LINE
OF LOT 2 OF CITY OF EDMONDS SHORT PLAT NUMBER
S-53-78 PER RECORDED UNDER AUDITOR'S FILE NUMBER
7903130264;
THENCE NORTH 89'06'30" WEST, ALONG SAID SOUTH LINE,
A DISTANCE OF 90.54 FEET TO A POINT ON THE EAST
LINE OF LOT 1 OF SAID CITY OF EDMONDS SHORT PLAT;
THENCE NORTH 00'37'13" WEST, ALONG SAID EAST LINE, A
DISTANCE OF 113.99 FEET;
THENCE NORTH 89'06'30" WEST, ALONG THE NORTH LINE
OF LOT 1 OF SAID CITY OF EDMONDS SHORT PLAT, A
DISTANCE OF 306.32 FEET TO THE EASTERLY MARGIN OF
25TH AVENUE S.;
THENCE NORTH 00'44'32" EAST, ALONG SAID EASTERLY
MARGIN, A DISTANCE OF 260.07 FEET TO THE POINT OF
BEGINNING.
PROPOSED LOT 2
THAT PORTION OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN,
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER;
THENCE NORTH 0'44'32" WEST ALONG THE WEST LINE OF
SAID SUBDIVISION AND THE CENTERLINE OF 25TH AVENUE
S. (76TH AVE. W.), A DISTANCE OF 740.23 FEET TO THE
WESTERLY PROLONGATION OF THE SOUTH LINE OF A TRACT
OF LAND CONVEYED TO ROLAND F. CLINTON BY DEED
RECORDED UNDER AUDITOR'S FILE NUMBER 2064414;
THENCE SOUTH 89'06'22" EAST, ALONG SAID SOUTH LINE,
A DISTANCE OF 30.01 FEET TO THE EASTERLY MARGIN OF
SAID ROAD;
THENCE CONTINUING SOUTH 89'06'22" EAST, A DISTANCE
OF 199.99 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 00'44'32" WEST, A DISTANCE OF 46.00
FEET TO A POINT ON THE SOUTH LINE OF THE PLAT OF
SWAN'S ADDITION RECORDED IN VOLUME 16 OF PLATS,
PAGE 10 OF SNOHOMISH COUNTY, WASHINGTON;
THENCE SOUTH 89'06'32" EAST, ALONG THE SOUTH LINE
OF SAID PLAT, A DISTANCE OF 107.01 FEET TO A POINT
ON THE EAST LINE OF A TRACT OF LAND CONVEYED TO
WILLIAM MCROBB SIMPSON, JR BY DEED RECORDED UNDER
AUDITOR'S FILE NUMBER 1627832;
THENCE NORTH 00'44'32" EAST, A DISTANCE OF 60.95
FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 200
FEET OF THE EAST HALF OF THE NORTHWEST QUARTER OF
THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER
OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST,
W.M.;
THENCE SOUTH 89'06' 13" EAST, ALONG SAID NORTH LINE,
A DISTANCE OF 325.83 FEET TO A POINT ON THE
WESTERLY MARGIN OF STATE HIGHWAY NO.1;
THENCE SOUTH 25'43'29" WEST, ALONG SAID WESTERLY
MARGIN, A DISTANCE OF 254.41 FEET;
THENCE NORTH 89'08'12" WEST, A DISTANCE OF 90.97
FEET;
THENCE SOUTH 00'53'28" WEST, A DISTANCE OF 8.50
FEET;
THENCE NORTH 89'06'32" WEST, A DISTANCE OF 149.26
FEET,
THENCE NORTH 00'53'28" EAST, A DISTANCE OF 132.55
FEET;
THENCE NORTH 89'06'22" WEST, A DISTANCE OF 82.72
FEET TO THE POINT OF BEGINNING.
INDEXING DATA: NW114, SW1/4,
SEC. 29 ,TWP. 27 N ,RGE. 4 E P.M.
RECORD OF SURVEY
FOR
un
DOUG'S LYNNWOOD MAZr%s&-%
CITY OF f WASHINGTON
FND CONC. MON.
W/2- BRASS DISK
W1 -X- IN CASE
5-02-05
N89*06'48'V 2704.14'(BASIS OF BEARINGS)
3.58.02 338.02'
220TH STREET SW
PLAT 0.03' 7" CHAINLINK FENCE CROSSES
E OF SUBD. PL 3.98'. E. OF. PROP. COR.
AT PROP. COR.
HOUSE HOUSE 7' CHAINLINK FENCE IS 0! EXISTING REBAR -
11.4'$ X 0.14E OF PROP.COR. 7' CHAINLINK FENCE PER G4 ROS
11 AFN. 200603035006 N8WO6*1,3'V C; 11
4 5' CHAJNLINK FENCE CROSSES X,
PL 9.05' S. OF PROP. COR. 325.83'
ADDITION NOTE: HELD PLAT I
SWAN'S A N VOL. 1�6. PG. 110 THIS AREA, OVERLAPS
o SUBD. LINE q* 0 FOUND 1/2" REBAR W/ CAP
4' CHAiNLINK FENCE CROSSES :4, U) "GROUP 4 LS NO. 9435
0 AT CORNER. 5-4-05
4' CHAINLIN FENCE CROSSES PL 13.24'E OF PROP. COR. z
PL 99.81'E OF PROP. COR. 1 11 5' CHAINLINK FENCE IS 0.4'S
REBAR W1 CAP SHEDn X 0.2W OF PROP. COR.
FND 1/2 'W
F� NB9*06'32W
TRUE POINT OF BEGINNING G 4 LS NO. 9435" it 107.01 PLAT 0. 16'
C S CO
R.
CROSSES
AT
HEDE]
PLAT
06
3: �r E OF S
c,j C S
44
999
F -XIV z
OR PROPOSED LOT 1 05 E OF SUBD.
AT CORNER 5-4-05
c'J b
4' CHAINLINK FENCE CROSSES loci FOUND 1/2'! REBAR W/ CAP
PL 0.34'S OF PROP. COR. TRUE POINT OF BEGINNING "GROUP 4 LS NO. 9435"
b FOR PROPOSED LOT 2 AT CORNER. 5-4-05
30.01 N89*06'22"W 199.9 z 82.72'
N - PROPOSED LOT 2
FOUND 1/2- REBAR W/ CAP 282.71' 16.92'
of (D 2- REBAR W/ CAP
GROUP 4 LS NO.19435" rll� , -
FND 1// Li
VJ��
AT CORNER. 5-4-05 q, "GROUP 4 LS NO. 9435" 2 - 'I v 1;�
-777- AT CORNER 5-4-05 00 0 NJ
4' CHAINLINK FENCE IS 00S. FV in
c�
X OAT OF PROP CORNER qo�; 4 STALL' PROPOSED BOUNDARY UNE--///
11;L GATE p V)
btz�0
l -
CHAINLIN FENCE CROSSES 4' CHAINLIN FENCE CROSSES z
j ''� v
PL 84.32'E OF PROP. COR. PL 84.324E OF PROP, COR.
BUILDING 8 STALLS
LASP]HHA:LTL 13 STALLS . INSIDE BLDG
PROPOSED BOUNDARY LINE
GRAVELD �6 1b
z
w
0.31 r_.
Go 50.
oc;
Mo
V) 26.98' NO'53 28 E
00 BUILDING 8. 50 90.97'__
to 0
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tm_Ll� tt v
N OFr4 alINSIDE
z BLDG
I N\\_N89'0W32"W
F- '
PROPOSE 149.2-6
PROPOSBOUNDARY LINE co �2 L CIP,
10ELECTRICAL EASEMENT
ri GRAVEL AFN. 9702180551
4- EXISTING REBAR PROPOSED LOT 1
6' CHAINLINK FENCE N PER G4 ROS
z AFN. 200603035006
6' CHAINLINK FENCE ISQP 6' WOOD FENCE CROSSES BUILDING r10
1.3' S. OF PROP CORNER PL 139.5' W. OF PROP I COR. 10' ELECTRICAL EASEMENT
GRAVEL] AFN.9707160234
z3o.01, 3/0 61 6' WOOD FENCE
FND 1/2" REBAR W/ CAP V 306.32'
"GROUP 4 LS NO. 9435 6' CHAINLINK FENCE N89*06'30"W 6' WOOD FENCE CROSSES
AT r1f%D&1CQ r,-A-nrR% --- A 058' SHORT PLAT I
A3
?
Xhvc,
�'
io
N PL 1.8 S. OF PROP COR.
-C-4 . TO N. LINE S. 100'
6 300' AS MEAS. SPHALT
6' WOOD FENCE CROSSES N. ALONG W. LINE
PL 136.61, E. OF PROP COR. 16
OSSES 1011,
,S, 6' WOOD FENCE CR
6' CHAINLINK FENCE CROSSES PL 35.5 S. OF PROP COR.
PL 85.1' E. OF PROP COR.
b EXTRUDED CURB
gk z
SHORT PLAT 0.1 S'
N
E OF SUBD.
GATE z
U4 EXISTING NAIL & WASHER
EXISTING REBAR ASPHALT
PER GROUP FOUR ROS
PER G4 ROSAFN.:200603035006
200603035006 _90.54'_Z---f 55.09'
N89'06'30"W
WOOD. FENCE CROSSES m
PL 0.5' N. OF PROP COR.
6 D
to
to FENCE
co 11. 16' PER S
224TH STREET SW FND CONC. MON.
W/1/4" REBAR IN CASE
5-02-05
Ij
SHEET NO. 2 OF 3
CALCULATED POSITION
PER ROS AFN.200603035006
cw CORNER NW1 14 SW1 A nwo "pi
SEC. 29, TWN. 27N, RGE. 4E
DATE: 0310212018
w
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0
-'61F WAS
0
z
CHECKED:
CHECKED: DKIR (SR)
4
0
DATE: 6/1112018
DATE:
z
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APPROVED: DKIR (SR)
0
kDATE-
T 611112018
0
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L
j
0
0
05-401 j
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w
BOUNDARY LINE ADJUSTMENT PLN20180026
FND CONC. MON.
W/O BRASS DISK W/
PUNCH IN CASE
HELD FOR. CTR. :CASE"
.0
5-02-05
1748.43'
BASIS OF BEARINGS:
LINE FROM THE WEST 1/4 TO THE
CENTER OF SECTION 29=89*06'48"
AS Z)Lr-1'4 ON MUZ> t'r-t%
20060303506
SURVEY NOTES:
SURVEY NOTES:
EQUIPMENT USED: GEOMAX CR2 SERIESS TOTAL, STATION
(2- DIRECT READING THEODOLITE WITH E.D.M.)
PRECISION OF CONTROL TRAVERSE IS AT A HIGHER
LEVEL THAN MINIMUM STANDARDS REQUIRED BY
WAC, 332-130-090.
ZONING DESIGNATION: HIGHWAY 99 CORRIDOR (CG:
GENERAL COMMERCIAL)
LAND USE TYPE: COMMERCIAL
TOTAL SITE AREA = 184,700 SF
PROPOSED PARCEL 1 AREA 1110,213 SF
PROPOSED PARCEL 2 AREA 74,486 SF
g SURVEY LEGEND:
WwC*Q SUBDIV. CORNER/FOUND
SUBDIV. CORNER/NOT FOUND
FOUND CAPPED REBAR
0 SET CAPPED REBAR LS 304,50
X FOUND TACK AND SHINER LS 30450
A SET TACK AND SHINER LS 30450
FOUND CONC. MON. IN CASE
Izz zz/ EDGE OF PAVEMENT I
(STALLS) EXISTING PARKING STALLS
INDEXING DATA: NW114, SW114,
SEC. 29 TWP. 27N ,RGE. 04E -,,W.M-.
CGROUP FOURI.C.
Land Surveying Civil Engineering
Land Use Planning // Project Management
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(425)408-1152 * FAX(425)877-1341 * www.GRP4.com
RECORD OF SURVEY
FOR
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DOUG'S LYNNWoou,MAZLv)A
CITY OF EDMONDS WASHINGTON