APPROVED ENG PLN FIR RESUB2 BLD2024-0099+Site_Plan+10.28.2024_8.46.22_AM+4583996ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
APPROVAL ONLY
FOR FENCE/GATE
THAT IS
HIGHLIGHTED ON
THIS PLAN SHEET.
FENCE/GATE
SHALL NOT
CREATE A
SURCHARGE OR
DAMAGE TO
SEWER LINE.
LEGEND
/
FND CONCRETE NAIL
%
WITH WASHER
0
SANITARY SEWER MANHOLE (SSMH)
0
SANITARY SEWER CLEAN OUT (SSCO)
®
WATER METER
EXISTING BUILDING
a
EXISTING CONCRETE
EXISTING GRAVEL
PROPERTY LINE
RIGHT OF WAY
EXISTING LOT LINES
INDEX CONTOURS
CONTOURS
EXISTING VERTICAL CURB
EDGE OF PAVEMENT
EASEMENT / BUFFER LINE
EXISTING SANITARY SEWER
EXISTING STORM DRAIN
EXISTING WATER
SANITARY SEWER SERVICE
STORM DRAIN
WATER
U
UNDERGROUND UTILITY LINES
GAS LINE
(MR)
TO BE REMOVED
BSBL
BUILDING SETBACK LINE
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
NE'114, NE'114, SEC 36 T.27N., R.3E:, WM
CITYOFEDMONDS, WASHINGTON
NO'02'59 "W 300.77'
- I
o/
I
\
I I
�D
SANITARY/STORM
I
\o
i �FD
I
SD -
SEWER ESM'T
I
\\�
`
\
SW
404.5
(AFN 2004981)
y0
�I
\ THIS DISTANCE SHALL BE A
1
f
\ MINIMUM OF 20' TO ALLOW
/
\ FOR LARGER VEHICLES (FOR
\\
EXAMPLE, DELIVERY TRUCKS)
I
\\
\ TO BACK UP WHEN THE GATE
�
s
\ IS CLOSED.
; ;
404.6
APPROX. LOCATION OF
I
\
\
EX. 8" SEWER LATERAL
I
\
\
I
12' I
\
I
APPROX. LOCATION OF EX.
PROPOSED HAMMERHEAD
R3\0'
SEWER STUB, STA 0+88
I
TURNAROUND PER CITY
RECIPROCAL
INGRESS/EGRESS R20'
406
I
/
DETAIL TR-514 _
R20'
& UTILITIES ESMT /
I
/
PROPOSED
FENCE I
(AFN 2158904) \
I
/ I
/ I
I
GATE I
SWINGING
1.5"0 COPPER W/TRACIEvR WIRE
OPEN
/
W W
o
\.100.03'
1 1 1
PERVIOUS
1 1 DRIVEWAY 112.001'
/ W / 30' --------4� NEW 1.5" WATER
JII�EL ^ I 60 SERVICE LINE TO NEW
PROPOSED \GATE WITH
STROBE SENSOR (TOMAR)
x x
CC CC
SS SANITARY/STORM SS EX. SWR 8" PVC @ S=0.0076E SS
SEWER ESM'T 0�
PP O/H f ����
(AFN 2004981) 0/H O/H
0/H I
SSMH TBM
TE 405.40
/
/
22.0' / / 18" EAVES
30.0'
SD
140
I 406.3
I� SW
DETACHED I 406.7
GARAGE I
24'x3O'
FF=405.5± I
I 15.0' N
I
NE
I 1406.1
N00' 13'36 "W 300.86'
-S n /H SS0/H Sso
I E 3 9 3. 2 0 N 0' 1845 "E 639.59'
I
I
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
FENCE MUST BE ON PRIVATE PROPERTY
PROPERTY OWNER RESPONSIBLE FOR DETERMINING PROPERTY
LINES
FENCE SHALL NOT ENCLOSE OR PREVENT ACCESS TO ANY CITY
MAINTAINED UTILITIES
SFR#23017 - 232ND ST.
TAX# 27033600106600
IRVIN GRANTSTROM
n
NI
I I
I VE G
DISLASD T
J
PP
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
6'WOF
ex
- f
72.0, - 1 1)NW
\ 402.9
18" EAVES
sFR � L
24.0' l FF=406.�± 4.0' COVERED P
_ o
10.0' / o
I
4.0' _
OVERED ENTRY
o I
N I o /
/ /
) // 1 /30.
`" I 4.0'
6.0'
I C /
116' / 42.0' /
/� NE
401.9
I /
/ 30.7' /
SS SS
SSMH
TE=401.5±
_ I
Q APPROX. LOCATION OF EX. SEWER
= STUB FOR SITE, STA 2+32
RETAIN STUB FOR NEW SFR
Q
ENGINEERING DIVISION
APPROVED AS NOTED
12/26/2024
v
Approved
D F M C�risBurt
South County Fire
Date: 11 /06/2024
APPROVED BY PLANNING
Dec 1 2024
All portions of the fence shall
comply with the height limit of
ECDC 17.30.
GATEAND FENCE NOTE. -
1. SEE ASSOCIATED DETAIL OF GATE
BEING INSTALLED.
2. FENCE WILL BE WOODEN WITH A
MAXIMUM HEIGHT OF 6 FEET.
FENCENOTE
1. ALL FENCES TO REMAIN.
2. THE PROPOSED FENCE HAS BEEN
SHOWN TO NOT CONFLICT WITH ANY
EXISTING FENCES.
3. MAINTAIN A MINIMUM OF 6"
SEPERATION BETWEEN FENCES TO
AVOID EXISTING FENCE DAMAGE
DURING INSTALLATION.
ZONING:
RS-8
WESI (425)
LAND USE 356-2700
� CONSULTANTS
PLANNING ENGINEERING SURVEYING
* 9740 EVERGREEN WAY * EVERETT * WA * 98204
VISIT OUR WEBSITEAT.- WWW.WESI.CO
U)
LJ
Q
0
z
228TH ST SW
s
K>
�Q 0
>
Q
232ND
ST SW
�
_
-z'
a
Fa
f
�o
s
N 205TH ST I N 205TH ST
rn
rn
3
_
VICINITY MAP
SCALE: 1 "--2000'
SCALE. 1 " = 20'
0 20 40
BM ELEV=391.00
VERTICAL DATUM:
CITY OF EDMONDS
TBM: INVERT SANITARY SEWER MANHOLE NO.
3-298 LOCATED AT INTERSECTION 94TH AVE
W AND 232ND ST SW. ELEVATION: 391.00
OLYMPIC VIEW WATER & SEWER DISTRICT
TBM ELEV=405.40
VERTICAL DATUM:
CITY OF EDMONDS
TBM: RIM ELEVATION OF SANITARY SEWER
MANHOLE LOCATED APPROXIMATELY 50' SOUTH
AND 4.5' EAST OF SE CORNER OF PANHANDLE
OF SITE.
SUR UE'YNOTE'S:
THE TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS
BASED ON A FIELD SURVEY PREPARED BY NORTHSHORE
LAND SURVEYING IN MAY 2005. BOUNDARY SURVEY
PROVIDED BY WESTERN ENGINEERS & SURVEYORS, INC.
IN DECEMBER OF 2017. PREVIOUS TOPOGRAPHY INFO
SHOWN HAS BEEN SLIGHTLY ROTATED AND ADJUSTED TO
CLOSELY FIT BOUNDARY SURVEY INFORMATION/LOCATES.
TOPOGRAPHY INFO SHOWN AS APPROXIMATE.
EQUIPMENTAND PROCEDURE.
METHEID 11F SURVEY
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION
LEICA TCRM-1105 ELECTRONIC TOTAL STATION
PRECISION
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130
BASIS OF BEARING
THE INVERSE BETWEEN THE NORTH 1/4 CORNER AND THE EAST 1/4 OF SECTION 36,
TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. HAS THE BEARING OF N.44'2849"W. PER THE
RECORD OF SURVEY BY CENTRAL CASCADE SURVEYING FOR RHEBE GREEN, RECORDED UNDER
AUDITOR'S FILE NO. 201310145002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
ENGINEER/ WESI LAND USE CONSULTANTS, LLC.
CONTACT 9740 EVERGREEN WAY
EVERETT WA 98204
TELEPHONE #: (425) 356-2700
FAX #: (425) 356-2708
SURIJEJVOR• NORTHSHORE LAND SURVEYING
ATTN: RUSS COFFELT P.O. BOX
785 BOTHELL, WA 98041
(425) 483-1020
OWNERS OFINTEREST/ MONIQUE HOANG
APPLICANT' 102 61 ST PLACE SE
EVERETT WA 98203
206-335-9105
LEGAL DESCRIPTION
THE EXST HALF, OF THE SOUTHWEST QUARTER, OF THE NORTHEAST QUARTER, OF THE
NORTHEAST QUARTER, OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN
SNOHOMISH COUNTY, WASHINGTION.
LESS THE WEST 200 FEET, AND LESS THE WEST 310 FEET, OF THE SOUTH 360 FEET,
AND LESS THE SOUTH 20 FEET TO SNOHOMISH CUNTY BY QUIT CLAIM DEED RECORDED
IN VOLUME 258, PAGE 579.
SUBJECT TO EASEMENTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, PROVISIONS,
AGREEMENTS AND COVENANTS OF RECORD, IF ANY.
MACCOUNTNO.(S).• SITEADDRESS:
27033600103500 RESUB 23016 94TH AVENUE W.
Oct 28 2024 EDMONDS, WA 98020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT BLD2024-0099
FENCE SITE PLAN FOR:
TRAN FENCE
NE 114, NE 114, SEC 36 T.27N, R.3E:, W.M.
CITY OF EDMONDS, WASHINGTON
DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
LAM 1110912023 02 TAS 0212112024 T. SARKELA 1" = 20'
DWG. FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO.
141348BBASE.DWG TAS 14-1348-B I OF]