FOR REFERENCE BLD2023-1223 SURVEY +9.29.2023_4.00.50_PM+38136551-1/2" BRASS DISK IN
CASED CONCRETE
MONUMENT PER (R1)
(NOT VISITED THIS SURVEY)
N�NW COR. NE 1/4,
NE 1/4, NE 1/4
OR
0
M
M
FOUND 1-1/2" BRASS
DISK IN CASED
CONCRETE MONUMENT
(12/9/22)
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JAY FULTON BOUNDARY& TOPOGRAPHIC SURVEY
A PORTION OF THE NE 114 OF THE NE 114 OF SEC. 26, TWP. 27 N., RNG. 3 E., W.M.
CITY OF EDMONDS, SNOHOMISH COUNTY, STATE OF WASHINGTON
TACK IN CASED CONCRETE
MONUMENT PER (R1)
(NOT VISITED THIS SURVEY)
N88'58'32"W 659.98' (R1) t62
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M
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HO WELL WA Y
338.55' — — — — — N88'55'47"W 659.94' — —
321.39' —
I
ROS 201103075002
LOT 13 N I I
FOUND REBAR
NO CAP FOUND REBAR & CAP
LS #22696
BLOCK 1
I I I
LOT 9 CITY PARK ADD. TO EDMONDS
VOL. 49, PC. 191 LOT 12 N
T. P. N.
00409600100900 T.P.N.
543 3RD AVE S EDMONDS 00409600101200 POWER POLE
558 4TH AVE S EDMONDS 1 STREET LIGHT
1 TRANSFORMER
-67 N. FACE OF 1 DROP
6" CONC. WALL N. FACE OF
0.4' N. OF LINE 6" CONC. WALL N. FACE OFF 30'� ...........30' G
0.2' N. OF LINE 6" CONC. WALL
GRAVEL \ in ON LINE Q
ALLEY / \ • •.'.'.•.•.'.'.•
68 GATE 5' WF 69 0
............. ........
- - - N88'57'18"W 130.97' d .. �...... . .
I
GATE - �............'........
1fi:5$' a CLF OIL TA GATE
�� GFE= AR �� 3...
VE
69.94 CAP �� a •.N......•.. .. I z rr rn
CONCRRETE OIL CAP ° CONCRETE
6. ' ' DRIVEWAY GARAGE L_�
�0 10" DEC{ DRIVEWAY. 4....... �.'....... N W cNnw
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M ......
FEE=
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LOT 10..... a� — — ° ............ .
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'� _ _ CONCRETE ...... FOUND EMPTY = z
T.P.N. I N 5' WF 12" CEO TOP FOOTING STEPS .o '� MONUMENT CASE
00409600101000 !••••• �i ° I ELEV.=69.86 Y o Q.,�•••••••••••••• °
'.'.'.'.
545 3RD AVE S EDMONDS a T ¢ co
m EAVE �.... ............. SDCB
a... .... .. ....
POWER POLE
1 STREET LIGHT o ....
1 TRANSFORMER
1 DROP
0
N
FOUND TACK IN SDMH N
RIM=85.35 N N
CASED CONCRETE MONUMENT IE=78.15, 12" CONC. (N)
IE=78.25, 12" CONC. (SW)
FOUND TACK IN
(12/9/22)— — — — — PINE STREET IE=78.55, 6" CONC. (S,SE) CASED CONCRETE
MONUMENT
N88'49'34"W 659.82' (R1) 660.10' (M) 660.00' (P) — — — V — (12/9/22)
SSMH
N RIM=86.81
IE=79.66, 8" CONC. (S,E)
IE=79.56, 8" CONC. (N)
ss �
0 5 10 20
SCALE 1 " = 20'
-w
SD
TAX PARCEL
00409600101100
PROPERTY AREA
8168 SQUARE FEET
VERTICAL DATUM
NAVD 88
BENCHMARK
SET MAC NAIL IN N'LY EDGE OF ASPHALT ROAD (ERBEN DRIVE)
SEE MAP FOR LOCATION.
ELEVATION=71.49 FEET, ESTABLISHED BY WSRN CPS NETWORK
OBSERVATION
HORIZONTAL DATUM
NAD 83(2011) WASHINGTON NORTH ZONE
BASIS OF BEARINGS
N88'49'44"W BETWEEN FOUND MONUMENTS ON PINE STREET
AT THE INTERSECTIONS OF 3RD AVENUE S & 5TH AVENUE S
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH
WAC 332-130-090.
LEGAL DESCRIPTION
LOT 11, BLOCK 1, CITY PARK ADDITION TO EDMONDS, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE
10, RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
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LEGEND
FOUND MONUMENT IN CASE
FOUND REBAR & CAP
BENCHMARK
SET REBAR & CAP LS #36804
PLAT
MEASURED
CALCULATED
REFERENCE RECORD OF SURVEY,
REC. NO. 201703075002
FINISHED FLOOR ELEVATION
WATER VALVE
FIRE HYDRANT
WATER METER
IRRIGATION CONTROL VALVE
SEWER MANHOLE
STORM MANHOLE
CATCH BASIN
GAS VALVE
LIGHT POLE
TELEPHONE VAULT
ELECTRIC METER
UNDERGROUND POWER LINE
OVERHEAD POWER LINE
COMMUNICATION LINE
WATER LINE
STORM LINE
SEWER LINE
GAS LINE
WOOD FENCE (WF)
CHAIN LINK FENCE (CLF)
HEDGE LINE
EVERGREEN TREE
DECIDUOUS TREE
CONCRETE
ASPHALT
GRAVEL
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1/30/23
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JOB NO.
22730
DATE
1 30 23
SCALE
1 "=20'
DESIGNED
N A
DRAWN
LFM
CHECKED
DBM
APPROVED
DBM
SHEET 1
OF 1