APPROVED ENG PLN RESUB1 BLD2024-1114 COBB SITE PLAN SET_10.30.2024SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
APPROVED BY PLANNING
Nov 15 2024
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
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GENERAL NOTES:
1. Filter socks will be added to any catch basins downstream from the construction site
per City standard detail ER-902 .
2. All disturbed areas to be compost amended per 2019 SWMMWW BMP T.5.13.
3. Install and maintain all TESC measures according to approved plans, City of Edmonds
standard details, and all other measures that may be required during construction.
VERAGE GRADE
A= 91.26
B= 92.75
C= 90.64
D= 85.6
TOTAL= 360.25
AVG GRADE = 90.06
(260.25/4)
N
SITE PLAN
1 "= 20'
GUTTERS/DOWNSPOUTS SHALL
DRAIN TO SPLASHBLOCKS
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
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.
Zone RS-12 Corner
Flag
Setbacks:
Required
Actual
Front
25'
123'-3"
10
22'-2°,
Sides
619Q
Rear
25'
34'-4"
Other
15'
13'-11"
Height
for proposed garage only
PROPERTY INFORMATION
Property Address
529 9TH AVE N
Edmonds, WA 98020
Parcel Number
27032400220900
Owner
Jeff and Debbie Cobb
529 9TH AVE N
Edmonds, WA 98020
Legal Description
THE EAST 200 FEET OF THE NORTH
110 FEET OF THE SOUTH 220 FEET
OF THE SOUTH HALF OF THE SOUTHEAST
QUARTER OF THE SOUTHEAST QUARTER
OF THE NORTHWEST QUARTER OF
SECTION 24, TOWNSHIP 27 NORTH,
RANGE 3 EAST, W.M. IN SNOHOMISH
COUNTY, WASHINGTON.
EXCEPT THAT PORTION THEREOF
CONVEYED TO THE CITY OF EDMONDS
BY DEED RECORDED UNDER RECORDING
NUMBER 2162299. SITUATE IN THE
COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
PROPOSED BUILDING
26X30 Garage: 780SF
Zoning: RS12
LOT AREA: 22,215.E SF
STRUCTURE LOT COVERAGE MAX. ALLOWED (35%) (SQ FT)
EXISTING RESIDENCE: 202E SF
EXISTING GARAGE/DECK: 542 SF
TOTAL EXISTING: 2568 SF
NEW PROPOSED GARAGE: 896 SF
NEW +EXISTING: 3154 SQ FT (14.2%)
IMPERVIOUS SURFACE CALCULATIONS (SQ FT)
EXISTING BLDG ROOF OUTLINE: 202E
EXISTING GARAGE/DECK: 542
EXISTING WALK: 277
EXISTING DRIVEWAY: 3928
EXISTING ENTRY: 102
EXISTING DECK: 80
EXISTING IMPERVIOUS: 6955 SF
NEW GARAGE ROOF OUTLINE: 895
NEW LANDING: 9 BLD2024-1114
NEW IMPERVIOUS: 905 SF
EXISTING +NEW: 7860 S^ CT
ENGINEERING DIVISION
APPROVED AS NOTED
Jell. JV94t t,.mt 11/22/2024
VV
RESUB
Nov 01 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE:
10.30.2024
SCALE:
SHEET:
C1.0
2" x 2" WOOD/STEEL
`St. JB9—
BUILDING
ROOF DOWNSPOUT,
SEE NOTE 1
DOWNSPOUT EXTENSION
24" WIDE x 36" LONG x 6" THICK ROCK PAD
OR SPLASHBLOCK, SEE NOTES 2 AND 3
VEGETATED FLOW PATH,
SEE NOTE 4
GENERAL NOTES:
1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK
(CHECKLIST 14) AND INFEASIBILITY REQUIREMENTS.
NOTES:
1. MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK.
2. SPLASHBLOCK MAY BE CONCRETE, PLASTIC, OR SIMILAR RIGID MATERIAL.
3. ROCK PAD SHALL CONSIST OF 4" STREAMBED COBBLES PER WSDOT SPEC. 9-03.11(2) OR
WASHED DRAIN ROCK CONFORMING TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR
DRYWELLS.
4. A VEGETATED FLOW PATH MUST BE PROVIDED IN ACCORDANCE THE 2022 CITY OF
EDMONDS STORMWATER ADDENDUM REQUIREMENTS.
TYPICAL DOWNSPOUT
CITY OF EDMONDS
DISPERSION SPLASHBLOCK
PUBLIC WORKS FOR ROOFS
DEPARTMENT
APPROVED BY: R. ENGLISH
REVISION DATE
SEPTEMBER 2023
STANDARD
DETAIL
SD-633
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
N
NATIVE BACKFILL MATERIAL
8"
0
I
N
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS 1
WIRE MESH FENCE
TO �I FABRIC
FILTER
04
`BURY BOTTOM OF FILTER
co
N MATERIAL 8" TO 12"
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
<St. 18y"
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R — 9 00
< S t . 18y"
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
lei :IN 12
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 REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-902
RESUB
Nov 01 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE:
10.30.2024
5CALE:
SHEET:
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