July 18 LLA map resub.pdfo '
3I
DECLARATION:
KNOW 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.
DOUG IKEGAMI, OWNER OF IKEGAMI PROPERTIES LLC
ACKNOWLEDGEMENT:
STATE OF WASHINGTON )
COUNTY OF WASHINGTON )
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:
(SIGN)
(PRINT)
NOTARY PUBLIC IN AND FOR
THE STATE OF WASHINGTON,
RESIDING AT
MY APPOINTMENT EXPIRES
APPROVALS:
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY
OF EDMONDS PLANNING DIVISION BY:
CITY OF EDMONDS PLANNING 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.
TREASURER, SNOHOMISH COUNTY
BY:
DEPUTY COUNTY TREASURER
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 0*44' 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 0*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 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 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.
PARCEL 3:
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.
PARCEL 4:
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.
PARCEL 6:
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.
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.
RECEIVED
Edmonds DSD
7-18-19
PROPOSED LEGAL DESCRIPTIONS:
PROPOSED 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.
%11:A]Iil931INto] 11111111111►61
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: NW1/4, SW1/4,
SHEET NO. 1 OF 2 SEC. 29 ,TWP. 27 N ,RGE. 4 E W.M.
n RECORDING CERTIFICATE
SURVEYOR'S CERTIFICATE
DRAWN: DKR (JR)
GROUP FOURInc.
DATE: 03/02/2018
z
W
C7
O
Z
Land Surveying /1 Civil Engineering
C4
FILED FOR RECORD THIS DAY OF 20
3
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE
CHECKED: DKR (SR)
Q
Land Use Planning Project Management
AT_M. IN BOOKOF AT PAGE AT THE
BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH
DATE: 6/11/2018
a
C7
a REQUEST OF GROUP FOUR, INC.
THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT
LCu
Z
P.O. BOX 1059/1901 VERNON ROAD SUITE'A" LAKE STEVENS, WA98258
* *
APPROVED: DKR
THE REQUEST OF
Q
(425)408-1152 FAX(425)877-1341 www.GRP4.com
(SR)
G
�/
IN , 20
DATE: 6/11/2018
J
O
RECORD OF SURVEY
O
V
FOR
REGISTERED LAND SURVEYOR L.S. NO.
05-4013
DOUG'S LYN NWOOD MAZDA
CITY OF EDMONDS WASHINGTON
COUNTY AUDITOR
JI
FND CONC. MON.
W/2" BRASS DISK
W/ "X" IN CASE
5-02-05
10)
0
4' CHAINLIN FENCE CROSSES
PL 99.81'E OF PROP. COR.
TRUE POINT OF BEGINNING _I
FOR PROPOSED LOT 1 1\
-30.01
FOUND 1/2" REBAR W/ CAP
"GROUP 4 LS NO. 9435"
AT CORNER. 5-4-05
4' CHAINLINK FENCE IS 0.6'S.
X 0.1'E OF PROP CORNER -
4' CHAINLIN FENCE CROSSES
PL 84.32'E OF PROP. COR.
I..IJ
Z
w
I
O N r_
r3 O
I(0 -
N
z
rn
N
r2
�I
N1
0
z
FND 1/2" REBAR W/ CAP
1i30.01'
"GROUP 4 LS NO. 9435
AT CORNER 5-4-05
0
00
N89°06'48"W 2704.14'(BASIS OF BEARINGS)
338.02' — — — — — — — — 338.02'
220TH STREET SW
I 3
PLAT 0.03'
E OF SUBD.
HOUSE I HOUSE I AT PROP. COR.
7' CHAINLINK FENCE IS
L----� 1.4'S X 0.1'E OF PROP.COR.
4 5' CHAINLINK FENCE CROSSES
�---J PL 9.05' S. OF PROP. COR.
SWAN'S ADDITION NOTE: HELD PLAT IN
VOL. 16. PG. 110 THIS AREA, OVERLAPS rn
r--� x SUBD. LINE o
1 1 4' CHAINLINK FENCE CROSSES cn CD
PL 3.24'IE OF PROP. COR. "? z
FND 1/2" REBAR W/ CAP SHED(
N89'06'32"W
"GROUP 4 LS NO. 9435"
AT CORNER 5-4-05 ^0 107.01'
4' CHAINLINK FENCE CROSSES O Qp�
PL 0.34'S OF PROP. COR. It (0 TRUE POINT OF BEGINNING
O FOR PROPOSED LOT 2
— J N89°06'22"W 199.99' z 82.72'
282.71
26.92'
FND 1/2" REBAR W/ CAP
"GROUP 4 LS NO. 9435"7]r-
-GATEAT CORNER 5-4-05oo
4 STALLS PROPOSED BOUNDARY LINErN
4' CHAINLIN FENCE CROSSES -5 z
PL 84.32'E OF PROP. COR. G�� I
ASPHALT
I I
GRAVEL I 1
I I
0.3'E 'J I 1
I I
GF� i BUILDING I QP��� 26.98'
'�
QP� 2 STALLS
( INSIDE 1
I BLDG 1
I I
PROPOSED LOT 1 1 1
0.5'E I PROPOSEDI BOUNDARY LINE
L---J
GRAVEL
6' CHAINLINK FENCE
6' CHAINLINK FENCE IS
1.3' S. OF PROP CORNER
GRAVEL
6' CHAINLINK FENCE
6'
6' CHAINLINK FENCE CROSSES
PL 85.1' E. OF PROP COR.
I
3■ CALCULATED POSITION
2' PER ROS AFN.200603035006
SW CORNER, NW1/4, SW1/4,
n■ SEC. 29, TWN. 27N, RGE. 4E
EXISTING REBAR
N PER G4 ROS
AFN. 200603035006
Q 6' WOOD FENCE CROSSES
PL 139.5' W. OF PROP COR.
006.32"' 6' WOOD FENCE
N89°06'30"W
0.58' SHORT PLAT
z
N
TO N. LINE S. 100'
o
N. 300' AS MEAS.
6' WOOD FENCE
CROSSES ALONG W. LINE
PL 138.6' E. OF
PROP COR.
S
6' WOOD FENCE CROSSES -
O��$
PL 35.5 S. OF PROP COR.
S
oF
�p. N
�`l
SHORT PLAT 0.13' —
� o�� ? � ,\
E OF SUBD.
�p
GATE
SPA
EXISTING REBAR i
PER G4 ROS
AFN. 200603035006
6' WOOD FENCE CROSSES -
PL 0.5' N. OF PROP COR.
7" CHAINLINK FENCE CROSSES
PL 3.98' E. OF PROP. COR.
z
7' CHAINLINK FENCE
99
325.83'
'--FOUND 1/2" REBAR W/ CAP
"GROUP 4 LS NO. 9435"
AT CORNER. 5-4-05
5' CHAINLINK FENCE IS 0.4'S
X 0.2'W OF PROP. COR.
PLAT 0.16'
E OF SUBD.
FOUND 1/2" REBAR W/ CAP
"GROUP 4 LS NO. 9435"
AT CORNER. 5-4-05
PROPOSED LOT 2
<
BUILDING 8 STALLS
— — 13 STALLS INSIDE BLDG
PROPOSED BOUNDARY LINE <>
r----------J � QPFG\1
--J NO°53'28"E /
8.50' 90.97' �,c
N89' 08' 12 "W
oo I \_N89°06'32"W
149.26'
O
10' ELECTRICAL EASEMENT
AFN. 9702180551
PROPOSED LOT 1
Cb
1/BUILDING
101 ELECTRICAL EASEMENT /�� SO
1 AFN.9707160234
+— 6' WOOD FENCE CROSSES
J
N
z I EXISTING REBAR
i� PER G4 ROS
o AFN. 200603035006
PL 1.8 S. OF PROP COR.
O
SPHALT
J�
QP�O v�
ID EXTRUDED CURB o
z z / 20' ACCESS AND
UTILITY EASEMENT
PER AFN. 7903130264
— — — w — — EXISTING NAIL & WASHER
ASPHALT PER GROUP FOUR ROS
1 I AFN. 200603035006
90.54
55.09
N89°06'30"W
o
�
m
v /
eU�LDiN
�
6' WOOD C
�Q
FENCE
�I 1.16' PER S
224TH STREET SW FND CONC. MON.
W/1/4" REBAR IN CASE
5-02-05
N89°05'38"W 1340.68'
DRAWN
DATE:
CHECKED
DATE:
APPROVED
DATE:
i
4
1,4,
AD
Z
55.09'
I
FND CONC. MON.
W/2" BRASS DISK W/
PUNCH IN CASE
HELD FOR CTR. SEC.
5-02-05
1748.43'
Nam/
SCALE: 1"=50'
BASIS OF BEARINGS:
LINE FROM THE WEST 1 /4 TO THE
CENTER OF SECTION 29=89°06'48"
AS SEEN ON ROS PER AFN.
20060303506
SURVEY NOTES:
SURVEY NOTES:
EQUIPMENT USED: GEOMAX CR2 SERIES 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,
CG2; TRANSITIONAL ZONES AS APPROPRIATE)
LAND USE TYPE: COMMERCIAL
TOTAL SITE AREA = 184,700 SF
PROPOSED PARCEL 1 AREA = 110,213 SF
PROPOSED PARCEL 2 AREA = 74,486 SF
SURVEY LEGEND:
►O� SUBDIV. CORNER/FOUND
I
C SUBDIV. CORNER/NOT FOUND
• FOUND CAPPED REBAR
o SET CAPPED REBAR LS 30450
X FOUND TACK AND SHINER LS 30450
x SET TACK AND SHINER LS 30450
O FOUND CONC. MON. IN CASE
EDGE OF PAVEMENT
RECEIVED (STALLS) EXISTING PARKING STALLS
Edmonds DSD
7-18-19
SHEET NO. 2 OF 2
DKR (JR)
03/02/2018
DKR (SR)
6/11/2018
DKR (SR)
6/11/2018
05-4013
w
0
Q
13.
2
J
O
>
O
Z
0
Z
O
0
w
INDEXING DATA: NW1/4, SW1/4,
SEC. 29 ,TWP. 27N ,RGE. 04E ,W.M.
GROUP FOURIne.
Land Surveying /1 Civil Engineering
61 Land Use Planning Project Management
P.O. BOX 1059 11901 VERNON ROAD SUITE 'A" LAKE STEVENS, WA 98258
(425)408-1152 * FAX(425)877-1341 * www.GRP4.com
RECORD OF SURVEY
FOR
DOUG'S LYN NWOOD MAZDA
CITY OF EDMONDS WASHINGTON