301 WALNUT ST.PDF11111111 lill 11
13646
301 WALNUT ST
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I J/6
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zi
Set Rebar & Cap
LS -30-511 t
181
370-
65.60
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r�
Will
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CB Type 1
GE 45.17
'IE E 43.47 8" CP
r �PCP
IE NW 53.52 12" CP
BTM 42.47
House #343
P C14
Asphalt Driveway IR ?
I __ .4-9
i 13.7'
00
13'
40.2' 1 21.92'_
. LIA-11
0
Set Rebar & Tack BSIS
LS 30581 (typ)j,
TBM
El: 48.87
rr
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q8 9.
28.5'
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House #301
ui FF 53.42 Ui
04 2.0' Eaves N
28.2'
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C14
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41
65.00'
rici:bte�WO!k'
1
(n
8" CP ' so SD
SID UGP 0 a.
Found MIC. 1 3�411 -G Asphalt Street
Bross Disk wl X'
Down 0.5' 19" Cp
I b
0
C5
I
SS ss- I S - Ss -S
N 89*53'00 E (Basis ctf Bearin
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0 Walnut Street ch
G G Underground Gas G _G
_G
S_C�QE�� �ut Ryp)
60" SSMH
Rim 45.37
C14
IE E 35.77 12" CP
IE SE 40.27 8" CP
IE SE 39.12 8" CP
IE S 35.47 18" CP
IE W 33.77 18" CP
z
IFound MIC
Brass Disk wl 'X'
Down 0.7'
RECORDING CERTIFICATE
Filed for record this -day o I
20--at - - - - -- M in Volume -of Surveys
on Page-, Records of SNOHOMISH County,
Washington at the request of BRENT EBLE
Auditor Deputy Auditor
bTREET FILE ED
RF-CEIV
SEP 19 2006
Ho c o., -7 2- G. 75' tkrtmove. Alf Sfr&,&fvrC.J BUILDING DEPT.
CI4 Typ2 1
GE 52.19 > -1796E
IE S 50.94 6" CP GAhx3C 3os' 7
BTM 49.39
-D 76 5ccf As -reA%V' Q`D'ft�-
EtVr9.A,Jr-E PEA PA'" 6V. ZqPA
MERIDIAN
ASSUMED
GRAPHIC SCALE
-20 0 10 20 4 1 0
6%mm " 6med
I SIM won=
(IN FEET)
1 inch = 20 ft.
LEGAL DESCRIPTION
THAT PORTION OF SECTION 23, TOWNSHIP 27 NORTH,
RANGE 3 EAST, W.M., BEGINNING AT THE SOUTHWEST
CORNER OF THE SOUTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER ON
THE CENTERLINE OF 3RD STREET;
THENCE NORTH ON SAID CENTERLINE, 170 FEET;
THENCE EAST 30 FEET TO THE POINT OF BEGINNING;
THENCE CONIINUING EAST 130 FEET;
THENCE NORTH 67.4 FEET;
THENCE WEST130 FEET;
THENCE SOUTH 67.4 FEET TO, THE POINT OF BEGINNING;
CB L2e 1 House #325
(GE 52.59 EXCEPT THE WEST 65 FEET THEREOF;
IE NE 50.54 8" CPI
IE E 50.93 8" CP SITUATE IN THE CITY OF EDMONDS, COUNTY OF
IE SE 550.84 12" CP SNOHOMISH, STATE OF WASHINGTON.
IE W 50.59 8"
BTM 49.99
TREE DESCRIPTIONS
B8
Conc, Walk
SURVEY NOTES
INSTRUMENT USED: SOKKIA SET 5 EDM
Found Surface Mon METHOD USED: FIELD TRAVERSE
2 3/4" Bross Disk APPROXIMATE POINT ACCURACY- ±0.05'
wl 'X', 0.3' below ACP
338.73' SURVEY MEETS OR EXCEEDS STATE STANDARDS PER WAC
_G
60" SSMH
Rim 53.48
IE W 39.18 12"
IE N 39.28 12"
IE 3 41.93 12"
SURVEYOR'S CERTIFICATE
This mop represents a survey made by me or
under my direction in conformance with the
requirements of the Survey Recording Act at
the request of SCL ENTERPRISES
in- JUNE 2006.
Certific-( IT mbpr 30581
332-130-090.
MONUMENTS SHOWN HEREON WERE VISITED ON JUNE 9.
2006.
THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE
RESULTS OF A SURVEY MADE ON THE INDICATED DATE
AND�'CAN ONLY BE CONSIDERED AS THE GENERAL
EXISTING CONDITION AT THAT TIME.
NO EASEMENTS, RESTRICTIONS OR RESERVATION OF
RECORD WHICH WOULD BE DISCLOSED BY A 'nTLE REPORT
ARE SHOWN.
VERTICAL DATUM - NAVD 88
CONTOUR INTERVAL - 2 FEET'
BENCH MARK: POINT NAME: V-297 "Bross Disk in
Conc�Station mark is* a BM disk at Edmonds, along 5th
St between Main & Bell streets. Set vertically in W conc
wall of the Edmonds 'Museam, 0.5' N of the SW cor of
the bldg. 48' E of the C/L of 5th St & about 2'
higher than the ground." Elev: 69.840.
SURVEY IN THE:
S.E. 1/4, S.E. 1/4 SEC. 23 TWP. 27N., RGE. 3E., W.M.
RECORWOF 'SURVEY
SCL En.terprises
301 Walnut Street
Edmonds, WA 98020
EMERALD LAND SURVEYINGy INC.
PO BOX 13694 MILLCREEK, WA 98082 PH. (426) 359-7198
SHEET
OF