APPROVED PLN ENG RESUB3- BLD2023-0028 SITE PLANSCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
N 90000'00" 80.00' 444
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EX CANO�Y;' %
444 �i EX 5HED l�
A. y
.��ISTING
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KOi'05E a
EXISTING
RE5IDENCE
METEEK o i .I FF.445.34
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51' "WALLS TOP, `
EX. WOOD FENCE
EX. 12" CHERRY TREE
FILTER FENCE
PER COE DETAIL ER-902
REMOVE SEWER LINE FROM THI POINT ON.
o'
`-�/—NEW SEWER CLEANOUT
r:,/— TIE IN NEW FOOTING DRAINS TO DRYWELL
:i RO
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Z
ITION
j
ADDITION
/ 751
NEW DOWNSPOUTS
FLIT TO 5FLA5H13LOCK5 PER 51)-655
X AS�14AIT--- — _._--—gO-F-06ED
•
5TOCKFIKLE LOCATION IF NEEDED.
TO BE COVERED WITHIN 24 HOURS
DRIVEWAY
' AL1KWAY
_. _. ,/'
FROFOSED
I
DRIVEWAY N
i
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ALL DISTRUBED AREAS
WM
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TO BE COMF05T
N 2009,50,,
AMENDED FER 2022
I W 68,
11.74'
SWMMWW BMF
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INSTALL AND MAINTAIN ALL TE5C MEASURES
_
ACCORDING TO AFFROVED FLANS. COE 5TANDARD
DETAILS & ALL OTHER MEASURES THAT MAY BE
—
— _
REQUIRED DURING CONSTRUCTION.
DATUM POINT O
55MH RIM 445.00'
T�
215pL S.W.
GUTTERS/DOWNSPOUTS SHALL
DRAIN TO SPLASHBLOCKS
2' ■ 2' WOOD/STEEL
FXTEI
TO 2
MITRE
-I
NATIVE BACKFILL MATERIAL
FILTER FABRIC MATERIAL IN CONTINOUS ROILS
USE STAPLES OR WIRE RINGS TO ATTACH
F'"e9CL79IRBED SOILS SHALL BE
EDMONDAI�ID A TTY OF
AIL S �T�442 OR
APPROVED EQUAL.
*IRE MESH FENCE
• TO SUPPORT FILTER
I FABRIC
•I `9URY BOTTOM OF FILTER
MATERIAL 13' TO 12'
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PRWECT
2 SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY,
FILTER 5OCK5 WILL BE ADDED TO ANY CATCH
BA51N DOWN5TREAM5 FROM CONSTRUCTION 51TE
FER DETAIL ER-902
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVTWN DATE
CITY OF EDMONDS FILTER FABRIC FENCE JMWMY 201A
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPs:.:. - . R. ENGLISH E R - 9 00
WATER & SEWER
INSPECTION REQUIRED
PRIOR TO BACK FILL
Zone
RS8 Corner L
'Flag'
Setbacks:
Required
Actual
Front
25'
25'
Sides
L 7 1/2'
`
Rear
15'
33' ;
Other
Height
25'
20' 4"
Setbacks for`NewUevelopmenfonly-
APPROVED � BY PLANNING
May 01 2023
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
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 REOUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTKR WORK CAN BEGJ%.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY. R. ENGUSH
JANUARY 2018
STANDARD
DETAIL
ER-902
BUI. DING
ROOF DOWNSPOUT.
SEE NOTE 1
DOWNSPOUT EXTENSION
4' •HIDE ■ 36' LONG ■ 6- THICK ROCK PAD
6R SPLASHBLOCK. SEE NOTES 2 AND 3
VEGETATED FLOW PAT►+,
SEE NOTE 4
—
0.IL w`0, 13s ff 'im
GENERAL NOTES:
1. REFER TO THE 2022 CITY OF COMONDS STORMWATER AOOEP40UM FOR SETBACK
(CHECKLIST 14) AND WEASIBILITY REOUIREMENTS.
NOTES:
1. MAXIMUM OF 700 SOUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK.
2 ;PLASHBLOCK MAY BE CONCRETE. PLASTIC, OR SIMILAR RIGID MATERIAL
aOCK PAD SHALL CONSIST OF A' STREAMBED COBBLES PER WSOOT SPEC 9-03 11(2) OR
AASHEO DRAIN ROCK CONFORMING TO *SOOT SPEC. 9-0312(5), GRAVEL BACKFILL FOR
DRYWELLS.
4. A VEGETATED FLOW PATH MUST BE PROVIDED IN ACCORDANCE THE 2022 CITY OF
EDMONDS STORMWATER ADDENDUM REOuIREMENTS.
REVISION DATE
TYPICAL DOWNSPOUT FE�RUARY zo2a
CITY OF EDMONDS DISPERSION SPLASHBLOCK
PUBLIC WORKS FOR ROOFS STANDARD
DEPARTMENT DETAIL
Fa T V g a� A�ROVED Br R. ENGUSH S D— 6 3 3
OBSERVATION PIPE MARKING TYPE 1 OR 1 —L CATCH GUTTER
CENTER OF DRYWELL BASIN W/ SOLID LID PER
48' D{A. (MIN) ORY*ELL CITY STANDARD DETAIL
SO-303 OR SD-304 ROOF
4- (MIN) PERFORATED \
PVC UNDERDRAIN PIPE 4- (MIN) PVC
CLEANOUT / ` DRAIN PIPE (TYP)
� I
W
W (MIN) \ ,�
00,
Q , 1 11.hj
W
(YIN)L — — —
PROPERTY LINE/EASEMENT
PLAN tic
NTS
DOWNSPOUT
4' (MIN) PVC DRAIN PIPE PER WSWT
SPEC. 9-05.1(5). 1% (MIN) SLOPE
TEST PLUG IN PLASTIC
BOX MARKED 'DRAIN' N
CLEANOUT
12- BUILDING
12' (MR)
1' (MIN) PVC DRAIN PIPE PER
TOPSOIL -a
WSOOT SPEC. 9-05.1(5). POSITIVE
.9 400 .� .m �
SLOPE
IN)
VPVC
GENERAL NOTES:
�
�• (MIN)1.
REFER TO THE 2017 CITY Os
3PERFORATEEDMONDS
STORMWATER ADDENDUM
UNDERDRAIN LE
FOR SETBACK (CHECKLIST 13) AND
PIPE PER *SDOT PUSH —ON E
NFEASIBILITY REOUIREMENTS
SPEC. 9-05 1(6)
2. MINIMUM COVER DEPTHS ASSUME NO
4-1 l~ GfOTErm. SEE NOTE 1
Ll
VEHICULAR LOADING. DESIGNER TO
SPECIFY COVER DEPTHS IF
a
VEHICULAR TRAFFIC ANTICIPATED.
WASHED DRAIN ROCK,
3 PROVIDE 10 FEET (MIN) SPACING
SEE NOTE 2 —
ff-rWEEN DRY WELLS.
NOTES
UNCOMPACTED NATIVE
MATERIAL, SCARIFY 3'
1. PLACE GEOTEXTILE FABRIC
ALONG WALLS AND TOP OF WASHED
(MIN) 1' (MIN) ABOVE SEASONAL
ROCK. GEOTExntE SHALL
CONFORM TO 1111SD07 SPEC. 9-33 2(1).
H" GROUNDWATER TABLE-i
GEOTExTILE FOR SEPARATION. NON -*OVEN T PE.
OR HYDRAULICALLY
RESTRICTNE LAYER
2. WASHED DRAIN ROCK SHALL CONFORM TO *SOOT SPEC.
9-03.12(5). GRAVEL BACKFILL FOR DRYWELLS
PROFILE
NT5
3 OBSERVATION WELL SHALL
CONFORM TO *SOOT SPEC
9-05.2(6). PERFORATED PVC UNDERORAIN P+PF.
REVISION DATE
TYPICAL DOWNSPOUT AIl•R11L,
CITY OF EDMONDS INFILTRATION DRYWELL
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY. R. ENGUSH S D— 6 3 8
LEGAL DESCRIPTION:
SIESTA GLEN BLK 000 D-00 - LOT 3
PARCEL NUMBER: 0057330000300
LOT AREA: 89505 SQ. FT.
LOT COVERAGE:
EX. & PROPOSED HOUSE: 2198.77 SQ. FT
EX. SHED & CANOPY: 279.97 SQ. FT.
TOTAL: 2, 478.74 SQ. FT./ 8,505 SQ FT. (LOT SIZE) = 29%
HEIGHT LIMIT: 25'
HEIGHT CALCULATIONS:
A. 444.10'
B. 444.30'
C. 443.55'
D. 444.00'
/4 = AVERAGE GRADE = 443.981
ACTUAL HEIGHT PROPOSED: 464.31'
MAX HEIGHT: 468.98'
IMPERVIOUS SURFACE CALCULATON:
EXISTING ROOF OUTLINE: 1781.89 SQ. FT.
EXISTING DRIVEWAY: 838.44 SQ. FT.
EXISTING PATIO: 1199.46 SQ. FT.
EXISTING SHED: 214.53SQ. FT.
EXISTING CANOPY: 117.84 SQ. FT.
PROPOSED ROOF OUTLINE: 532.61 SQ. FT.
PROPOSED WALKWAYS & DRIVEWAY: 168.98 SQ. FT.
TOTAL IMPERVIOUS = 4853.75 SQ. FT. (NEW 701.59 SQ. FT.)
Zone Corner Flag
Setbacks: Required Actual
Front
Sides
Rear
Other
Height
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
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.
RESUB
Jun 26 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0028
ENGINEERING DIVISION
APPROVED AS NOTED
Jd,I [Vga 1+tv 06/29/2023
VV PLOT PLAN.
SCALE: 1" = 20'-0"