APPROVED PLN ENG RESUB 7-Site_Plan+11.2.2022_3.20.55_PM+3199952o — —
I
A
110.3
EXISTING
DECK
I
Q
of
Cn
I
I
D
110.1
I
2-CA� ARAGE
I I I I
1
2 OUFJIIDEKING
I I I I
I I I I
CONSTIJCTION
SITE Eff ANCE
BACK YAR
EXISTING RESIDENCE
EXISTING FRONT
ENTRY PORCH
EXISTING GRAVEL
FRONT YARD
I
-- 93.59'
I�
*SEE ATTACHED TESC DETAILS*
HEMLOCK WAY
I
00
--•---
B
117.7
PROPOSED NEW
ADU ADDITION N
448 SQ. FT.
FL. ELEV. 117.9
ALL DISTURBED AREAS TO BE COMPOST
AMENDED PER 2014 SWMMWW BMP T.5.13
INSTALL AND MAINTAIN ALL TESC MEASURES
ACCORDING TO APPROVED PLANS, CITY OF
EDMONDS STANDARD DETAILS AND ALL OTHER
TEMPORARY STO KPILE I MEASURES THAT MAY BE REQUIRED DURING
I C CONSTRUCTION.
IF NEEDED TO BE COVERED 116.6 j
\ WITHIN 24-HOURS
18'-0"
� I
I
A
110.3
r--- -----
I
I
I
EXISTING
DECK
I I
I
I
I
I
I
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I
I 0 --
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Ll
I 0
I
I �
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r----+------- -
D
110.1
%al
TESL FILTER FENCE R /
AROUND CONSTRUCTION 20'
CONSTRUCTION SITE AREA PER CITY
SITE ENTRA E DETAIL ER-900
NO STRUCTURES
PERMITTED WITHIN
1 SEWER EASEMENT.
NOTE:
ADD FILTER SOCKS TO ANY
CATCH BASINS DOWNSTREAM
FROM CONSTRUCTION SITE
STANDARD DETAIL ER-902
IND
BACK YARD
EXISTING RESI ENCE
2-CA� �ARAGE XISTING
ASEMENT
ATHR00
EXISTING FRONT
—��� ----� ENTRY PORCH
EXISTING G EILALK
XI I /
R! ITYR
g
I I /
J
TSIDE
93.59'
HEMLOCK WAY
W_
ADU
448
C
16.6
L LJ
0
I
I
NOTE ADU UTILITIES TO
CONNECT TO EXISTING RESIDENCE.
PLUMBING TO CONNECT TO
EXISTING BATHROOM IN BASEMENT
BOTH SEWER LINE AND WATER LINE.
ELECTRICAL TO CONNECT TO MAIN
EXISTING CIRCUIT BREAKER PANE
IN EXISTING GARAGE.
LOT COVERAGE
LOT SIZE: 6098.4 SQ.FT. (.14 OF ACRE)
EXISTING HOUSE, DECK,
FRONT PORCH: 1622 SQ.FT.
NEW ADU ADDITION: 448 SQ.FT.
TOTAL BUILDING AREA: 2070 SQ.FT.
LOT COVERAGE PERCENTAGE: 33%
20' SEWER EASEMENT
AFN 1109442
EXISTING
WATER
METER
ICO
NOTE: THERE IS NO STORM WATER MANAGEMENT SYSTEM ON SITE
SEWER MANHOLE
COVER
DATUM 118.2
HEIGHT CALCULATIONS:
A= +110.3
B= +117.7
C= +116.6
D= +110.1
TOTAL=454.7
AVERAGE GRADE=113.6(454.7/4)
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Applicant shall repair/replace all
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damage to utilities or frontage
improvements in City right-of-way
TESC SITE PLAN
per city standards that is caused or
occurs during the permitted project.
SITE
PLAN
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ENGINEERING DIVISION
SCALE: 1"=10'-0"
SCALE: 1"=10'-0"
APPROVED AS NOTED
10 5 0 5 10 20
10 5
0
5 10 20
11/08/2022I
0
No No
OWNER/CONTRACTOR IS RESPONSIBLE FOR
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SCALE: 1 "=10'-O"
EROSION CONTROL AND DRAINAGE
SCALE:
1 "=10'-O"
NO STORMWATER MANAGEMENT SYSTEM
W
REQUIRED AT THIS TIME. IF NEW AND/OR
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ADD GUTTERS/DOWNSPOUTS
REPLACED IMPERVIOUS SURFACE EQUALS
CD
W
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
AND SPLASHIBLOCKS
2000SQFT OR GREATER, A STORMWATER
CD
N
0
O
MANAGMEMENT SYSTEM MAY BE REQUIRED
Ln
W
PER CITY CODES AND STANDARDS
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Zone RS-6 Corner
Flag
CD
APPROVED BY PLANNING
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W
Setbacks:
Required
Actual
(
Ln
Front
20'
24'
Nov 09 2022
CD
0
5
101911Nothing
N
Sides
in the permit approval process shall be
DRAWING REVISED PER PLAN REVIEW COMMENTS
RESUB
15'
1513"
interpreted as allowing or permitting the maintenance
BY NATALI E GRIGGS LETTER DATED 8-29-2022
.
C
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Rear
of any currently existing illegal, nonconforming or
Nov 03 2022
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unpermitted building, structure or site condition which
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Other
is outside the scope of the permit application, regardless
CITY OF EDMONDS
W
25'
161211
of whether such building, structure or condition is
DEVELOPMENT SERVICES
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Height
shown on the site plan or drawing. Such building,U
DEPARTMENT
�
structure or condition may be the subject of a separate
enforcement action.
BLD2022-0444
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
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I
N
a
N
NATIVE BACKFILL MATERIAL- 8„
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FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS -\
WIRE MESH FENCE
TO SUPPORT FILTER
FABRIC
BURY BOTTOM OF FILTER
MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`St. 189\-'
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
FILTER FABRIC FENCE
FILTRATION SYSTEMS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STAN DARD
D ETAI L
ER-900
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ad
A
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A
3
OVER FLOW HOLES
(TYP)
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2 '
7 /
CATCH BASIN
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
lki
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE—THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISION DATE
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
� '7 PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH I E R - 9 0 2