APPROVED ENG PLN RESUB1 BLD2023-1033+Site_Plan+9.7.2023_10.19.37_AM+3768991IN
)E FULL WIDTH
%RESS/EGRESS
DETAIL NOTES:
1D THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NOTES:
1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIV ;ZTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL., A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED.
2. 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 13E REMOVED IMMEDIATELY.
3. 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.
4. INSPECTION AND NEEDED MAINTENANCE SMALL BE PROVIDED AFTER EACH RAIN.
PROJECT MIN LENGTH OF (FEET) *PROVIDE ATS OR ASPHALT
SIZE QUARRY SPALLS* TRANSITION WHERE FRONTAGE
< 1/4 ACRE 30 ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED
< 1 ACRE 50 BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON
< 3 ACRE 100 ALL EROSION CONTROL METHODS
> 3 ACRE 100 BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 201E
ENTRANCE R
PUBLIC WORKS STANDARD
Its
2" x 2" WOOD/STEEL -\
FILTER FABRIC SECURED
TO2"x2'14GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL -/ 6 8-
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"
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
DEPARTMENT
DETAIL
Est 1g9�
APPROVED BY: R. ENGLISH
ER-90
s f . 18g
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
Tree protection fence shall remain in place for
the duration of project per ECDC
23.10.070(C). Signage designating tree
protection areas with the following text shall
be installed on fence at least every 15 feet:
Tree and Soil Protection Area,
Entrance Prohibited
Report violations to:
(425) 771-0220
APPLICANT SHALL RETAIN A CERTIFIED
ARBORIST ON SITE FOR ANY WORK WITHIN
TREE PROTECTION FENCE PURSUANT TO
ECDC 23.10.070.C.3
APPROVED BY PLANNING
Sep 07 2023
V
ENGINEERING DIVISION
APPROVED AS NOTED
09/15/2023
***IF ANY WORK IS REQUIRED IN THE
RIGHT-OF-WAY (ROW), A ROW PERMIT IS
REQUIRED.***
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs d ur--tn ect-:
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
REVISION DATE
JANUARY 2€318
(IC)
STANDARD
-
DETAIL
I
ER-900
I$
_r
I
I�
FILTER SOCK WITH �(lS lf�lD (ol (p14 r
(OTVE) FLOW HOLES
CATCH BASIN
�.
CAP SEWER WITH, 3
TWIST PLUG.
N ®T �� k
S r7o -
2CATSIN 1. CONTRACTOR/DEVELOPER SHALL MAINTAI - W-2
JTS ARE REQUIRED IN THE PAVED ROAD, THIS APPLICATION AT ALL TIMES DURING
.OWING IS REQUIRED: CONSTRUCTION PERIOD.
hes shall be combined and full width or half 2. ANY SEDIMENT IN CATCH BASIN INSERT �fr�
lay will be required depending on the extent SHALL BE REMOVED WHEN INSERT ISI�l-C_ got
nce. Where utility patches fall entirely within ONE—THIRD FULL
lane, the overlay shall extend to the 3. CITY INSPECTION REQUIRED ON ALL
of roadway. Where utility patches extend into EROSION CONTROL METHODS BEFORE
fall width overlayOTHER WORK CAN BEGIN. is required. l
- REVISION DATE 4z t
. CITY OF EDMONDS TEMPORARY � JANU,4RY 2018 = �
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL �� 4
FS t 18 9 0 APPROVED BY: R. ENGLISH E R— 9 O 2 4� Ne tits
RESTORATION LIMITS TO BE DETERMINEDC
---..
BY CITY ENGINEERING INSPECTOR
_ 89° C5Z, oC;;, a, �30_�00� I u
—
a
,,I
ukr.
ALL DISTURBED SOILS SHALL BE ,j
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR I 1
` APPROVED EQUAL.
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DISTURBANCE APPROVED
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$LD2023-1033
I RESUB
Sep 07 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
I 1 DEPARTMENT
SITE PLAN
aqt� 0 ,107.75 �Il:,lO
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