APPROVED ENG TESC+7.21.2020_12.22.07_PM1. 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
COTY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
FILTER FABRIC FENCE
TIL-TR TDON SYSTEMS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-900
IN
DE FULL WIDTH
GRESS/EGRESS
THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT—OF—WAY.
ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY.
WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
`St. IB13-
*PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED
BY CITY INSPECTOR.
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
COTY OF EDMONDS LSTAEUZED CONSTRNCTDON JANUARY 2018
ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
PROVED BY: R. ENGLISH E R e 9 01
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1,630 SF
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1"= 20'
PUBLIC WORKS
DEPARTMENT
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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.
=[tER-902
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
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ADDITION
15'4" x 13'-0" EXISTING-------- --- - D
TO ADU
3 0'-0" x 2 0'-0'
EXISTING
GARAGE
30'-0" x 20'-0'
DO NOT SCALE - VERIFY ALL DIMENSIONS WTH ARCHITECTURAL SHEETS PRIOR TO CONSTRUCTION
NOTES
I FILTER FENCE PER CITY STANDARD DETAIL ER-900
2 EXISTING DRIVEWAY WILL BE UTILIZED A5 THE CONSTRUCTION ENTRANCE.
FILTER SOCKS WILL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM
3 CONSTRUCTION SITE. DETAIL ER-902.
125FT APROX. DOWN THE ROAD. FILTER SOCK TO BE INSTALLED
4 STOCK PILE 15 TO BE COVERED WITHIN 24 HOUR5.
rj ALL DISTURBED AREAS TO BE COMP05T AMENDED PER 2014 5WMMWW BMP T.5. 1 3
INSTALL AND MAINTAIN ALL TE5C MEASURES ACCORDING TO APPROVED PLANS, CITY OF
6 EDMOND5 STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED
DURING CONSTRUCTION.
ATELIER
PROJECT
JONATHAN CASTILLO
ADDRESS
7216 SOUNDVIEW DR
EDMONDS, WA
98026
DATE
20-0/ -20
KA_C_Q1
STANDARD
CSC/SOIL
PLAN