APPROVED ENG PLN RESUB 1+Site_Plan+12.14.2022_9.44.47_AM+3268219SITE PLAN
OWNERS: SCOTT & KARYNN BINGHAM
ADDRESS: 17116 69TH PL W,
EDMONDS, WA 98026
PARCEL NUMBER: 01017300000500
LEGAL DESCRIPTION: Section 08 Township 27
Range 04 Quarter NW STEINMAN'S MEADOWDALE
ESTATES BLK 000 D-00 LOT 5 TGW EQ & UND INT
IN COMM AREAS
SCALE: 1" = 20'
0 20' 40'
TOTAL STRUCTURAL LOT COVERAGE
SFR FOOTPRINT LIVING SPACE (EXIST'G) 1,530 SF
GARAGE COVE( ES (EXIST'G) 557 REDPORCHSF
PROPOSED ADDITIONAL LIVING SPACE 61 SF
TOTAL STRUCTURAL COVERAGE 2,994 SF
LOT AREA
PERCENTAGE OF COVERAGE
12,216 SF
24.5%
TOTAL IMPERVIOUS SURFACES 3,183 SF
EXISTING SFR W/OVERHANGS 1.200 SF
DRIVE, WALKS,PATIOS 4,383 SF
TOTAL EXISTING
PROPOSED ADDITION 61 SF
TOTAL PROPOSED IMPERVIOUS SURFACE 4,444 SF
PERCENTAGE OF IMPERVIOUS SURFACES 36.4%
DATUM POINT E 385.10'
NW CORNER A
387.0'
NE CORNER B
386.0'
SE CORNER C
386.0'
SW CORNER D
387.0'
TOTAL
1,546.0'
AVG. GRADE
386.5' (154674)
ACTUAL = 411' (386' + 25'
MAX. ALLOWABLE = 411. ' (386.5' + 25)
MAX HEIGHT OF EXIST'G = 410.9'
HEIGHT OF PROP. ADD'N = 400.5'
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
100,
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
/ ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
/
a
d 4" TIGHTLINE •$
a� TO STC(RM SEWER ti TIO EXIST'G
C386.0'i�\
SILT FENCE
s
\07
t �
� 4
6" TIGHTLINE B `' ; \ SOIL STORAGE
TO STORM SEWER — — — , \ \ OVER W/IN
PR OPOSED
STORM SEWER STUB \�
MANHOLE \
COVER
(SEWER)
BEN MARK
E 385.15'
SIDE WALK
FILTER SOCKS SHALL BE
ADDED TO ANY CATCH
BASINS DOWNSTREAM FROM
AD
THE CONSTRUCTION SITE. @385
SEE CITY STANDARD DETAIL
ER-902.
Zone RS-20 Corner ' _
_ _ _ : Flag
Setbacks:
Required
Actual
Front
25'
25'
10
1--
Sides
20'
20'
Rear
Meadowdale
EatatesPRD
25
14'
Height
radr obw
SUBJ. PROP. BOUNDARY LINES
BUILDING SETBACK REQ'D
SANITARY SEWER LINE
TIGHTINES - STORM
®� PROPOSED ADDITION FOOTPRINT
-� EXISTING SFR FOOTPRINT
ROOFLINE
-� EXISTING CONCRETE DRIVEWAY
EXISTING GRAVEL SURFACE
ELEVATION CONTOURS (5)
SILT FENCE
= 61 SF ADDITION " PROPOSED
\ \ °'��I \ 61 SF ADDITION
�v ' EXIST'ING
CON
SFR,,=� - �; �PATIOREXI TING
' 1,530 SF
\,
�A z ' INSTALL & MAINTAIN ALL
SANITARY TESC MEASURES ACCORDING
TO APPROVED PLANS, CITY
\ SMER �\ ,, = o I OF EDMONDS STANDARD
GARAGED387.0' DETAILS, & ALL OTHER
,84$ SF- „� z MEASURES THAT MAY BE
REQUIRED DURING
CONSTRUCTION
WATER METER \' � `' -- Y
r7j ° ALL DISTURBED AREAS TO BE
387.000NCRE1E DRIVWAY COMPOST AMENDED PER
EXISTING zp e_ a a ° 2014 SWMMWW BMP T.5.13
\ a a• °'a a aSetR
CATCH BASIN N ��.¢94 Q ��
ENGINEERING DIVISION
17.0328"F APPROVED AS NOTED
01 /05/2023
APPROVED BY PLAN ING
Applicant shall repair
damage to utilities or
improvements in City ri
Dec 2¢ $Q22 per city standards that is
occurs during the permi
ly_ 088,Y681
RESUB
Dec 14 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT