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SCALE IN FEET
0 20' 40'
INSTALL LEVEL SPREADER
CDR DTL 217.5 (® THIS
LOCATION OR AS DIRECTED
BY ENGINEER. AN ADVL
SPREADER MAY BE
REQUIRED UPSTREAM
DURING CONSTRUCTION.)
TEMPORARY
SANDBAG DAM
EXISTING
DEBRIS JAM
G
SUMP AREA PUMP TO
LEVEL SPREADER `
(UTILIZE FISH SCREENS
PER HPA REQUIREMENTS)
EXISTING
DEBRIS JAM—/
in
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--- - -- -moo --..
PROPOSED LEVEE HAUL
ROUTE (EXISTING
GRAVEL SURFACE,
SUPPLEMENT GRAVEL
SURFACE WITH 4 CSBC
4 WcH
`\ � d' CLEARING AND GRUBBING
/� � LIMITS, TYPICAL (SEE
�4
` /cY GENERAL NOTES #7)
\
n
NO. I REVISION
e
BY I DATE I APPR
LH Y➢
AND DEBRIS SHALL BE REMOVED
OLOGS
OR MOVED FROM IT'S CURRENT LOCATION
DMGNM
OR AS DIRECTED BY THE ENGINEER. SEE
P.
SPECIAL PROVISION FOR CLEARING AND
Dw.
GRUBBING.
OCHANNEL
SHALL BE USED FOR
CHECIED:
CONSTRUCTION HAUL ROUTE WHERE
H.
FEASIBLE. NO TEMPORARY STABILIZATION
MATERIALS SHALL BE LEFT IN THE
CHANNEL CONTRACTOR SHALL
SUPPLEMENT THE TRAFFIC CONTROL PLAN
& SUBMIT THEIR ANTICIPATED HAUL ROUTE
PLAN FOR APPROVAL PRIOR TO THE
PRE - CONSTRUCTION MEETING.
O3
SANDBAGS SHALL BE 3'x3'x3' GEOTEXTILE
BAGS WITH KEYED IN THICK VISQUEEN
PLASTIC TO PREVENT /REDUCE WATER
SEEPAGE THROUGH DAM (IF NEEDED).
LEVEL SPREADER SHALL BE LAID LEVEL
4
AND PARALLEL TO EXISTING CONTOURS
WITH RUNOFF DIRECTED AWAY FROM WORK
AREA. LOCATIONS MAY NEED TO BE
MOVED DURING CONSTRUCTION OR AS
DIRECTED BY THE ENGINEER.
LH Y➢
S.
McCASKEY
DMGNM
P.
JOHANNESSEN
Dw.
S.
SIRES
CHECIED:
H.
LONGFELLOW
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� DATUM WE
AT NLLS E
If W O E INCH
S /LCM Np y
GENERAL NOTES
1. CHANNEL SHALL BE SUBSTANTIALLY DRY PRIOR TO
ANY WORK IN THE CHANNEL.
2. CONTRACTOR'S BIOLOGIST WILL PLACE FISH
EXCLUSION NETS AND REMOVE /RELOCATE ANY
STRANDED FISH PER THE PROVISIONS OF THE HPA
PRIOR TO CONSTRUCTION.
3. UPON COMPLETION OF CHANNEL CONSTRUCTION,
DISTURBED AREAS SHALL BE RESTORED ACCORDING
TO PLANTING PLANS.
4. ITEMS RELATED TO CHANNEL DEWATERING OF
PONDED AREAS INCLUDING SANDBAG DAMS, SUMP,
PUMPS, PIPES, LEVEL SPREADER AND FISH
EXCLUSION NETS SHALL BE PAID UNDER THE
EROSION /WATER POLLUTION CONTROL BID ITEM.
5. STABILIZED CONSTRUCTION ENTRANCE SHALL BE
PER WSDOT STD PLAN 1- 80.10 -01.
6. ALL TEMPORARY EROSION CONTROL ITEMS SHALL BE
REMOVED FROM THE SITE ONCE CONSTRUCTION IS
COMPLETE AND THE SITE HAS BEEN STABILIZED
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
7. CLEARED & GRUBBED VEGETATION SHALL BE
REMOVED OFFSITE TO AN APPROVED DISPOSAL SITE.
KNOTWEED SHALL NOT BE CUT AND DUMPED
ON -SITE. ALL FRAGMENTED KNOTWEED LEAVES
SHALL BE HAND PICKED UP AND HAULED OFFSITE.
CITY OF
RENTON
Planning /Building /Public Works Dept.
111*14NC
I
I.\
EXISTING CHANNEL
NEW CHANNEL ALIGNMENT —
SANDBAG DAM
FISH EXCLUSION NET x x
HIGH VISIBILITY FENCE
EXISTING LIMITS OF LOG DEBRIS
D- 360505
ELLIOT SPAWNING CHANNEL REPAIR
SITE PREPARATION AND TESC PLAN
APRIL 18, 2012
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