759 CEDAR ST-EROSION CONTROL PLAN.pdftl
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CB Type1
GE 221.44
1E NE 220.04 8" CP
BTM 219.79
TEMPORARY EROSION CONTROL PLAN
SCALE: 1" = 10'
f_..TER FABRIC
i E D TO 2' X 2'
i! GA. WIRE FABRIC
EOIUAL
2' X 2' WOOD OR
EQUIVALENT
8'- 12'
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FILTER FABRIC MATERIAL IN
CONTINOUS ROLLS. USE STAPLES
PLACE 3/4'-1.5' WASHED GRAVEL IN
OR WIRE RINGS TO ATTACH
THE TRENCH AND W BOTH SIDES OF
FILTER FABRIC FENM ON THE SURFACE.
FABRIC TO WIRE.
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1 1 TO SUPPORT FILTER FAINIC.
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11 BURY BOTTOM OF FILTER II
11 MATERIAL S' TO 12' 11
1 6' MAX, -1 1
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2' X 2' WOOD POSTS OR
EQUIVALENT
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL.
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
Y C 1- TY.. :: fD 1Vl :O N. D S
REVISION �E
STANDARD DETAIL
FL7MF=F= R110=8 sM
�890-19gfl DATE 7/24/01 SCALE NTS ND. E1.1
CITY OF EDMONDS
STANDARD DETAIL
N VE
N
CB Type 1
GE 222.06
1E SW 229.66 6"
BTM 220,41
48 99SSM H
/ Rim 222.92
1EW216.228 CP
f I IEE216.328"CP
1E S 216.32 8" CP
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SCALE: NTS
FM LOC 701 ALL O*M Utl M
WDGIWWfiMMUN 70 ANY nUft
AINIMSWOM
AL.I. EXPO#ED WFAGES 10
Applicant shall repair/replacedllas am# to
utilities or frontage improvements in City
right-of-way per city standards thdt Is caused
or occurs during the permitted project.
OWNER/CONTNACI RJR IS RESPONSIBLE
FOR EROSION CONTROL AND DAMAGE
*Side sewer must be capped at property line.
:Water Service must be disconnected from
water meter and hose bib with AVB installed.
WIP W
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25' MIN, RADIUS
QUARRY .�.w.w.w.w.w�w.
SPALLS
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PROVIDE FULL W
EGRESS AREA
CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE
DURING THE CONSTRUCTION PERrl
INSPECTIONCITY REQUIRED ON '■ ■ MEASURES r '■
BEFOREO•AN BE
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CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
TE
// CB
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FILTER SOCK WITH
OVER FLOW HOLES
CATCH BASIN
e
THIS APPLICATION SHALL BE
MAINTAINED AT ALL TIMES
DURING CONSTRUCTION PERIOD,
SEDIMENT SHALL BE REMOVED ON
A REGULAR BASIS TO MAINTAIN
FILTRATION EFFECTIVENESS.
(CITY INSPECTION REQUIRED ON ALL EROSI❑N CONTROLI
MEASURES BEFORE WORK CAN BEGIN.
-� C(TY `0. EDMONDS.
REVISIONS STANDARD DETAIL
h-MVED BY DATE
D. GE RT 0S/1919/ /03/OS D. GEBERT EEN WRY SEDIIBf TW FOR CATCH BASIN
�B90-1
9
91D
D. GEBERT 05/05/06 DATE 7/24/01 SCALE NTS DWG NO. E1.3
R. ENGLISH i1/01/13
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK 'P*to S -6 '
ADDRESS
__:2jOWNER v�
APPROVED DATE: �
BLDG. OFFICIAL:
PERMIT NUM avaoepl-7 3
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CI ENGINEERING DIVISION
low
ENGINEERING
250 4TH AVE. S.. SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
v GUI71
Cy4Q, oil.-._ lb
12/21/16
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DESIGN: JPU
DRAWN: JCS
CHECK: GAG
JOB NO: 16326.20
DATE: 12/27/ 16
RECEIVED
JAN 05 2017
DEVELOPMENT SERVICES M
CITY OF EDMONDS
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