HomeMy WebLinkAboutzD-3605Set0
cfl
M
1
N
1
a
w
Z
U
W
0
O
f �
Q a
Y_
N
N
N
m
Q
JT
O
a
v
v
3
r
Q
0
v
Y
m
0
a
i
m
'o
J
0
0
a
m
n
0
m
m
N
m
W
ELLIOT SPAWNING CHANNEL REPAIR
CEDAR RIVER
RENTON, WASHINGTON
VICINITY MAP
NOT TO SCALE
I .v
IYL
iF
:/', Itt Is May
.r �,- Mcantva
f�
�I RNd ltt NE31's, parkti SIE�,
NE27me, Old
Ne21GSt .'4, NE2la St
�u
< RE
' i fiaCm RE 16M 5t < 4
:=caw«,
Bcaetl �w s %A se v2a 9e % Coemeld'.
Pack
`'ST
:990 ... Sl QE B
a- zNba 51 3 xE 9a St2
^J"
L
c
RBNntl < § NE >re Sf
. Z Pal {p5 6 Sc cwirww ° SE ;zv, I
Park
w
3 .N4W Sl NEaaS[ .x N as St HtghbtWS 111* SS atlttr 9t
RE 3M S1 �v SE t2&T S1 ,o ,*
. S S
ShA Sty • S y SE tY+h St 3
.�m'E,t a K ii$(T w+
+ua
m a I
¢tm
SF 1e �� SE1a4m& 8 `4W4t S1Y
se 10
r
Mawawood', :Y� .,.f SE 4w.0 i. _x.
UTILITY NOTE:
THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER
(ONE CALL CENTER; 1 -800- 424 -5555) FOR FIELD LOCATION OF UTILT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIO
am Mm mlk
umm—
A
LOCATION MAP
NOT TO SCALE
S. MCCASKEY
9mu m:
P. JOHANNESSEN
9a xR:
S. SIRES
m m:
H. LONGFELLOW
AS NOTED
ox�
♦T NLL Sf1lE
IF Z IXIE N.
.NLLT
SHEET INDEX
G -1
SM1G
By.
/
G -2
SE PewmskY�
LAYOUT
P.g9nk'�
CHANNEL ALIGNMENT AND CONTROL PLAN
,�
CHANNEL ALIGNMENT AND CONTROL PLAN
T -1
SITE PREPARATION AND
set 51y�
SE i60a S((
T -2
SITE PREPARATION AND
TESC PLAN
rC t c' N G ._.
,
X ...
S h'"
C -2
met
', PROJECT
LOCATION
CHANNEL RESTORATION
SE lum st
;H
C -4
CHANNEL RESTORATION
DETAILS
LS -1
PLANTING PLAN
LS -2
PLANTING PLAN
SI
LS -3
i5i_.
SE'?2ngSt
19a5t Lake
W
UTILITY NOTE:
THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER
(ONE CALL CENTER; 1 -800- 424 -5555) FOR FIELD LOCATION OF UTILT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIO
am Mm mlk
umm—
A
LOCATION MAP
NOT TO SCALE
S. MCCASKEY
9mu m:
P. JOHANNESSEN
9a xR:
S. SIRES
m m:
H. LONGFELLOW
AS NOTED
ox�
♦T NLL Sf1lE
IF Z IXIE N.
.NLLT
SHEET INDEX
G -1
SM1G
By.
/
G -2
SE PewmskY�
LAYOUT
V"
CHANNEL ALIGNMENT AND CONTROL PLAN
A -2
CHANNEL ALIGNMENT AND CONTROL PLAN
T -1
SITE PREPARATION AND
TESC PLAN
T -2
SITE PREPARATION AND
TESC PLAN
C -1
sEO &n&
a�
C -2
CHANNEL RESTORATION
PLAN
C -3
CHANNEL RESTORATION
PROFILE
C -4
CHANNEL RESTORATION
DETAILS
LS -1
PLANTING PLAN
LS -2
PLANTING PLAN
SI
LS -3
PLANTING DETAILS
<
�,
Sf 1091h St
19a5t Lake
�S
vi
$�W
rR'a 56 r L%F.Nirs
r
Sid
i
. b
m
, '
-+
�•
-S i8?i09t;``.B
w
SE19A0 SI
SH42M 5<
y
T,." h92Mp
SE 193M St —.
5E1&
3 4
ad take
-
SEZ sl Qi
ci
�" ^%�
SEZMSt
19:t9 YOfJRgSS
'SE
,..
P9k0Y1akYRtl
SE 24aa 81
_
—
■
..
Ns
—� 5 lez�
UTILITY NOTE:
THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER
(ONE CALL CENTER; 1 -800- 424 -5555) FOR FIELD LOCATION OF UTILT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIO
am Mm mlk
umm—
A
LOCATION MAP
NOT TO SCALE
S. MCCASKEY
9mu m:
P. JOHANNESSEN
9a xR:
S. SIRES
m m:
H. LONGFELLOW
AS NOTED
ox�
♦T NLL Sf1lE
IF Z IXIE N.
.NLLT
SHEET INDEX
G -1
COVER SHEET
By.
/
G -2
SITE ACCESS AND SHEET
LAYOUT
A -1
CHANNEL ALIGNMENT AND CONTROL PLAN
A -2
CHANNEL ALIGNMENT AND CONTROL PLAN
T -1
SITE PREPARATION AND
TESC PLAN
T -2
SITE PREPARATION AND
TESC PLAN
C -1
CHANNEL RESTORATION
PLAN
C -2
CHANNEL RESTORATION
PLAN
C -3
CHANNEL RESTORATION
PROFILE
C -4
CHANNEL RESTORATION
DETAILS
LS -1
PLANTING PLAN
LS -2
PLANTING PLAN
LS -3
PLANTING DETAILS
TC -1
TRAFFIC CONTROL PLAN
PROPERTY LINE DISCLAIMER
THE PROPERTY LINES SHOWN HEREON ARE
BASED ON AVAILABLE INFORMATION, NOT ON A
SURVEYED LOCATION AND ARE ONLY
APPROXIMATE.
6�0MlLL WXwIB"a" /19 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
RECOMMENDED .. FOR R
By. Date:
Date:
By. Date:
D=360501
AS —BUT l.T
a,E
ELLIOT SPAWNING CHANNEL REPAIR APRIL 18, zD,z
.mn9oac
COVER SHEET
gUM➢18 XP.
G -1
By.
/
..,.a
Date:
By.
Date:
1. _
Date:
RECOMMENDED .. FOR R
By. Date:
Date:
By. Date:
D=360501
AS —BUT l.T
a,E
ELLIOT SPAWNING CHANNEL REPAIR APRIL 18, zD,z
.mn9oac
COVER SHEET
gUM➢18 XP.
G -1
H
ch
U)
CL
a
a
W
Q
Z
U
W
7
O
a a
m
o�
m
N
O
N
m
n
a
T
O
a`
v
3
w
0
v
r
m
0
0
0
J
a
0
_T
U
A
n
n
N
U
O
a`
i
a
N
0
0
1
0
0
r
N
m
J
LL
M iQrM��
S. McOASKEY
YS G m:
P. JOHANNESSEN
S. SIRES
NmH. LONGFELLOW
REVISION BY DATE APPR .
1^ =100'
IXIE INW
AT NLL $GVf
Ii Iql QYE INGI
5G{£ ILCMpINyY
xORQ�OMIl: ttN 191./1991
DATUM
RCITY OF
RENTON
Planning /Building /Public Works Dept,
SCALE IN FEET
100' 200'
-36050
AS —bwt.T
a,E
ELLIOT SPAWNING CHANNEL REPAIR I APRIL 78, 2012
SITE ACCESS AND SHEET LAYOUT �I
G -2
W
Q
Z
H
U
w
O
K
� d
a
N
0
0
di
n
0
n
ci
n
T
O
a
v
v`
m
3
a
0
m
VD
i
m
0
w
0
a
6
n
T
O
D
Y
a`
v
3
w
z
V
w
O
P
t
0
a
0
F=
0
0
a
0
0
U
N
m
P
L
a
v
c
3
n
N
O
W
m
M
0
I
r
n
m
m
M
O
K
O
U
I
r
C
Y
U
H
N
O
o.
i
a
a
0
r
0
a
m
M
O
P
n
n
m
M
m
m
I-
F_
F_
H
V)
UP
a
IL
a
z
z
U
0
0
E
< a
a
0
m
N
O
N
Di
n
a
T
N
a`
3
a
0
N
N
i
0
WO
F
r
O
d
a
i
J
0
a
0
r
0
a
0
n
N
m
w
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
_-IZ
i
a�
--- - -- -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
zue
Hav¢oM'w ;dD�i,��
1 ^ =zo'
� 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
HmeooH:
T -1
5 14
z
z
U
0
0
E
o_
m
m
N
a°
JT
m
0
3
0
m
N
N
m
0
J
a
N
F
r
J
O
0
a
m
0
m
vmi
m
W
J
W
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 7 PICKED UP AND HAULED OFFSITE.
`C \
\ n
APPROXIMATE LOCATION
OF EXISTING LEVEE —
'(a'N�iI LINE LNAi'r
oc\ -
\CC.
I-,1L i
SCALE IN FEET
0 20' 40'
v
3 � /
i
- - - - - °w LEGEND
EXISTING CHANNEL - ._- ...- ._ -...-
0
NEW CHANNEL ALIGNMENT
.�o o - - -° _----o —°
SANDBAG DAM
S. McCASKEY
omcxm:
P. JOHANNESSEN
oXw:
S. SIRES
CXECKE6.
t. H. LONGFELLOW
NO. REVISION 8Y DATE APPR "F :
OW1 XnwW/1 CITY OF
xoKrzoxru: xFO leer /�ssi I
RENTON
I °HE 1Np1 DATUM
er fv� Planning /Building /Public Works Dept.
IF XOi q1E IXOI
SGIE ILCgigNELY
FISH EXCLUSION NET —x x
HIGH VISIBILITY FENCE -ail iSE
EXISTING LIMITS OF LOG DEBRIS
D= 360506
A
0
ELLIOT SPAWNING CHANNEL REPAIR APRIL 18, 2012
i16➢�tlK
SITE PREPARATION AND TESC PLAN M
T -2
SITE PREPARATION NOTES
OLOGS
AND DEBRIS SHALL BE REMOVED
OR MOVED FROM ITS CURRENT LOCATION
OR AS DIRECTED BY THE ENGINEER. SEE
(n
SPECIAL PROVISION FOR CLEARING AND
(n
GRUBBING.
d
O
CHANNEL SHALL BE USED FOR
d
CONSTRUCTION HAUL ROUTE WHERE
CL
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.
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 7 PICKED UP AND HAULED OFFSITE.
`C \
\ n
APPROXIMATE LOCATION
OF EXISTING LEVEE —
'(a'N�iI LINE LNAi'r
oc\ -
\CC.
I-,1L i
SCALE IN FEET
0 20' 40'
v
3 � /
i
- - - - - °w LEGEND
EXISTING CHANNEL - ._- ...- ._ -...-
0
NEW CHANNEL ALIGNMENT
.�o o - - -° _----o —°
SANDBAG DAM
S. McCASKEY
omcxm:
P. JOHANNESSEN
oXw:
S. SIRES
CXECKE6.
t. H. LONGFELLOW
NO. REVISION 8Y DATE APPR "F :
OW1 XnwW/1 CITY OF
xoKrzoxru: xFO leer /�ssi I
RENTON
I °HE 1Np1 DATUM
er fv� Planning /Building /Public Works Dept.
IF XOi q1E IXOI
SGIE ILCgigNELY
FISH EXCLUSION NET —x x
HIGH VISIBILITY FENCE -ail iSE
EXISTING LIMITS OF LOG DEBRIS
D= 360506
A
0
ELLIOT SPAWNING CHANNEL REPAIR APRIL 18, 2012
i16➢�tlK
SITE PREPARATION AND TESC PLAN M
T -2
M7
0
co
M
ti
N
CL
T
w
a
z
F-
U
W
0
O
a'
� n
N
m
O
0
N
m
a°
JT
0
a
v
a`
3
a
0
m
d
m
0
0
a
U
0
J
O
r
O
a
0
m
m
0
iu
SUPPLEMENT DOWNSTREAM CHANNEL WITH
STREAMBED SEDIMENT FOR 250 FEET FROM
THIS LOCATION. TAPER GRAVEL FROM
ADDITIONAL 0" (® STA 0 +00) TO 4"
GRAVEL DEPTH AT 100 —FT DOWNSTREAM —
PPROXIMATE LOCATION
OF RELOCATED LOGS
"IO-I Z
APPROXIMATE LOCATION OF
RELOCATED LOGS
(ENGINEER TO DETERMINE IF
LOGS CAN BE RE —USED AS
LWD IN CHANNEL)
LOG WITH ROOTWAJ
SEE DETAIL SHEET
amE.m srxe
5. McCASKEY
cEg�EO.
LEGEND
SCALE IN FEET
0 20' 40'
EXISTING
OSTOCKPILED LOGS FROM CLEARING AND SPAWNING CHANNEL ALIGNMENT
GRUBBING ACTMTIES SHALL BE CONTOUR, MAJOR — —
RELOCATED AS DIRECTED BY THE
ENGINEER AND ON THE PLANS. SEE CONTOUR, MINOR -- --- - - - - --
SPECIAL PROVISION FOR "RELOCATED WETLAND BOUNDARY vi vi v�
LOGS ". SEE MR -3 LOG ANCHOR
ASSEMBLY ON SHEET C -4. WETLAND
WETLAND BUFFER — — — — —
1"=20
P. JOHANNESSEN
o:
S. SIRES axE ixw
CHEOI( AT NLL SfIIE
H. LONGFELLOW it xm onE ixw
NO. REVISION BY DATE APPR AvvawEn Acmxnxc�r
... 1.
HOI WO WD ,ami,m
DATUM
RIPRAP
FENCE, CHAIN LINK
LOG WITH ROOTWAD
CITY OF
RENTON
Planning /Building /Public Works Dept.
/o
/o
M
pp1.E`NGOU GOLP CG%3RSE
PROPOSED
F"P D
C4
D=360507
MR
ELLIOT SPAWNING CHANNEL REPAIR I APRIL ie, zoiz
CHANNEL RESTORATION PLAN
C -1
7 X14
z
z
V
O
K
� a
a
v
N
m
Q
0
d
a
w
0
a,
m
0
0
a
U
0
0
U
0
0
a
m
M
O
m
`m
m
J
W
U) — —
— ='= CEDAR RIVER
r
/
//
i/ G
CENTERLINE OF
SPAWNING CHANNEL
/
/
w
SCALE IN FEET
0 20' 40'
- -- -- - - - -__
CHANNEL ALIGNMENT
CONTOUR,
RETAIN EX LARGE LOG IN PLACE
_=--
- - - - --
WETLAND
IF POSSIBLE & IT DOES NOT CONFLICT
WETLAND
- - --
WETLAND
WITH PROPOSED CHANNEL WIDTH.
-- _- — - -
FENCE, CHAIN
(LOG IS SHOWN IN APPROXIMATE
-
,- -
LOCATION ONLY. LOCATION MAY VARY.)
_
- - - -- -
-
APPROXIMATE LOCATION _.
OF RELOCATED LOGS
B,�INE
; NEW BACKWATER CHANNEL
-
COLLECTION POOL
-- -_. --- 3i1 ". MAX "SLOPE\
r,
r
r
r
0 8+40L
_ 4
3 •'
v e
mac. 8q d3 -
6 +00
-c APPROXIMATE
CUr/FILL LINE
c _
0
\o
CONSTRUCTION NOTE
COURSE STOCKPI CLEARING
p00 G OAF O AND GR BBING ACTWIES SHALL BE
1
RELOCATED. SEE SPECIAL PROVISION
°off° FOR RELOCATED LOGS. SEE MR -1 LOG
ANCHOR ASSMBLY ON SHEET C -4.
STORE LEVEE-
_. . _- -- --
LEGEND
SPAWNING
CHANNEL ALIGNMENT
CONTOUR,
MAJOR
CONTOUR,
MINOR
WETLAND
BOUNDARY
WETLAND
WETLAND
BUFFER
RIPRAP
FENCE, CHAIN
LINK
LOG WITH ROOTWAD
PERMEABLE LEVEE
EXISTING
PROPOSED
� � - wo
D- 360508
S -L3v� l..T
w CITY 0� ELLIOT SPAWNING CHANNEL REPAIR APRIL 18, 2012
S. MtCASKEY 1"=20' NON.Mfl wn ,say /Iwi �,
oFSCxm: �EmmaH:
P. JOHANNESSEN ^r,, I TO^ I p�
oN �(tl f J
S. SIRES IXIE ��,„ DATUM CHANNEL RESTORATION PLAN NO
CHEQsO am Planning/Building/Public Works Dept. C —L
H. LONGFELLOW IF NOT ME iNw
NO. REVISION BY DATE APPR .w O. ""` FLOfluNCn sNmr: B O14
w
Z
U
w
O
a
o_
o_
di
N
O
N
0]
e
T
a°
v
v`
3
w
F-
Q
L
N
V
r
m
0
0
a
n
0
J
s
U
a
0
0
a
m
n
O
m
n
m
J
0
0
m
M
N
a
Am
8
7
0 +00
1 +00
2 +00
PROFILE
HORIZ: 1"=20'
VERT: 1"=5'
3 +00
�o
�o m
4 +00
5 +50 6 +00 7 +00 8 +00 9 +00 10 +00
PROFILE
HORIZ: 1"=20'
VERT: 1"=5'
5 +00
XISTING LARGE LOG, LOCATION & DEPTH IN THE
'ROPOSED CHANNEL MAY VARY. CONTRACTOR'S
SURVEYOR WILL CONFIRM LOCATION AND ELEVATION
'RIOR TO DETERMINING VIABILITY OF LEAVING LOG IN
THE CHANNEL (FOR BIDDING PURPOSES, THE LOG
S ASSUMED TO BE LEFT ONSITE & CONTRACTOR
MILL WORK AROUND THE LOG. IF MOVED, IT WILL BE
'LACED PER ENGINEER'S DIRECTION UNDER
'RELOCATED LOGS' BID ITEM.)
S. McCASKEYxxw' °°° CITY OF
1"=20' xoxrzoxrw ruo ,ev /�°°i C-
061p1m:
P. JOHANNESSEN n I
oxxxr: K R F �, I v T O �J
S. SIRES � av° ixa DATUM
LANGFELLOW er rv� a. sv+E I Planning /Building/Public Works Dept.
,c xor oxe ixa
NO. REVISION BY DATE APPR pr o: �xoor
5 +!
z
O
90 Q
z
P
z
O
O
80 LL
O
J
Ill
m
W
Iw
V/
700
1+
rI
LQ
r
N
D
A
A
L
D- 360509
MKS a
w,E
ELLIOT SPAWNING CHANNEL REPAIR nPRiL ie, zGiz
FlE10B'JOx:
CHANNEL RESTORATION PROFILE
auvwc xa
C -3
O
r
r�
O
M
1
N
a
T
W
zz
U
0
O
E d
0
0
T
o°
d
o`
m
3
w
0
v
a
r
m
0
G
0
J
a
s
i
0
0
0
i
x
a
U
00
r
a
0
U
J
0
F
0
M
0
m
m
N
m
w
CHANNEL
Y
STABILIZE BANKS WITH
TEMPORARY EROSION
EXISTING
CONTROL_: KET
10'
A
GROUND
N
cli
FINISH GRADE�""�—
— -- — — —
_
PROFILE POINT
WV'M
I
Q
SLOPE VARIES
;^
Z
V'N
Z N
(BOTH SIDES)
Q
.az _
-
.,1
3:1 MAX
6:1 MIN
STREAMBED
SEDIMENT —
TYPICAL SPAWNING CHANNEL
SECTION �A1
NO SCALE
0.5" GALVANIZED
LONG LINK CHAIN WITH
THICK EPDXY COATING-
ANCHOR ASSEMBLY / W/ 1.0- MIN G01
SEE DETAIL THIS SHEET
LOG WITH ROOTWAD
SECTION �1
NO SCALE
SEDIMENT
3 -TONS (4'X3'X4') OF HEAVY
LOOSE RIPRAP. DUMP ON SIDES
& TOP OF PROPOSED LOG.
COVER WITH TOPSOIL /NATIVE.
LOG WITH ROOTWAD
12 " -16" DIA.
FLOODPLAIN BENCH
0.5- GALVANIZED LONG LINK CHAIN
WITH THICK EPDXY COATING (NOTCH
PER ENGINEERS' DIRECTION AND
LINKING/TYING TO BE SUBMITTED BY
CONTRACTOR PRIOR TO
CONSTRUCTION.)
100
AN(
(TYI
THI'
95
90
85
80
75
a
Q
M
A
N
cli
O
WV'M
Q
O
Z
V'N
Z N
Q
O
1
aw
If
J
waa
V
31
N In
II
>
aw
J
5' QUARRY
—
ALLS
DEL =87
O.00%
CONSTRUCTION
GEOTEXTILE FOR
r,•
;lo �;
SEPARATION
�
0 0
HEAVY LOOSE
RI RAP
_
24' • -
N�
NIA
tDI�
N
OO
Q) In
col
03I�
00�
W
00
co 10 00
100
VR
FL'
85 EXISTING
GROUND
80
75
0 +00 1 +00 1 +50
LEVEE
SECTION n
HORIZ: 1"-20'
VERT. 1"=5'
LOG WITH ROOTWAD
PLAN
NO SCALE
S. McCASKEY
B6G D:
P. JOHANNESSEN
»r:
S. SIRES
/Z um
H. LONGFELLOW
NO. REVISION BY DATE APPR MP.NVEO:
THIMBLE EYE ON UPPER
END OF ANCHOR ROD
iL
L2
1
EL =80
BACKWATER CHANNEL
SECTION �1
NO SCALE
NOTE:
MR -1 ANCHORS SHALL BE USED TO SECURE
RELOCATED LOGS ADJACENT TO THE CEDAR
RIVER. SEE SPECIAL PROVISIONS.
* PULL FORCE TESTING RESULTS ARE
REQUIRED AS PART OF ANCHORING WORK
AND BID FOR PLACEMENT OF ANCHORS. SEE
SPECIAL PROVISIONS FOR DETAILS. PULL
FORCE TESTING FOR EACH MR -1 ANCHOR
SHALL BE 10,000 LBS AND MR -3 ANCHOR
SHALL BE 2,500 LBS.
* DEPTH OF ANCHORS RECOMMENDED IN
SPECIAL PROVISIONS.
TOP VIEW
EX. LARGE LOG, SEE
NOTE ON SHEET C4
PROFILE
THIMBLE EYE ON UPPER
END OF ANCHOR ROD
14.5"
UL vitry SIDE VIEW
MR -3 L NCHO SEMBLY MR -1 LOG ANCHOR ASSEMBLY
D=3605 10 (ALL USGD w/ IN Pmo:7�
owncw ' 'sm
IpB20M11 µN 1BW /1881
CITY OF
RENTON
ONE' "O" DATUM
arBU UUC Planning /Building /Public Works Dept.
IF xor alE acN
5WE /.000ROINGLY
V
MlE
ELLIOT SPAWNING CHANNEL REPAIR APRIL 18, 2012
�BBx:
CHANNEL RESTORATION DETAILS B�
auwic xo
C -4
SHM. a:
10 14
W)
0
to
M
ti
N
CL
w
z
z
0
U
w
< O
m
a
N
N
N
O
N
0
n
6
0
a
v
c
av
3
0
v
v
S
m
0
r
a
N
0
N
J
J
O
O
0
m
r
r
m
h
J
m
SCALE IN FEET
0 20' 40'
in
PLANTING LEGEND
am CHANNEL SIDE RIPARIAN
PLANTING AREA
pO I�
BEGIN CHANNEL
RECONSTRUCTION
STA 0 +00
t
GENERAL NOTE
RESTORE ANY AREAS OUTSIDE OF THE CHANNEL AND THE CHANNEL
SIDE RIPARIAN PLANTING AREA DISTURBED BY CONSTRUCTION
ACTNITIES. REMOVE DEBRIS, GRAVEL OR OTHER TEMPORARY
CONSTRUCTION MATERIALS AND TILL AREA TO LOOSEN ANY
COMPACTED AREAS. GRADE AREA SMOOTH AND APPLY A 3" LAYER
OF FINE COMPOST OVER THE ENTIRE AREA AND PLANT AREA. SEE
SHEET LS3 FOR PLANT MATERIALS, DETAILS AND INSTRUCTIONS.
LICE x SED" vwnr ww was
DSCANSED HITECT omcxm: 1 " —'lp' HOILLOMIL xN 1881 /1081 ., �- CITY 0 F
J. SIRESON RENTOIN
oxw�: �
JENS S NSON S. SIRES oxc ixcx DATUM
cHECxm ATZu ua Planning/Building/Public Works Dept.
ICENSE NO 65 1E "c' c"E 1N.
EXPIRES ON 0 / NO. REVISION BY DATE APPR �xwrc:
LEGEND
EXISTING CHANNEL
NEW CHANNEL CENTERLINE
SANDBAG DAM
FISH EXCLUSION NET
HIGH VISIBILITY FENCE
D- 360511
rr
f1' u V { u I
MlE -
ELLIOT SPAWNING CHANNEL REPAIR APRIL 16, 2012
PLANTING PLAN
oxxxmc xo
LS -1
�� 11 '14
w
z
U
W
0
E
Q �
a
m
N
m
N
O
N
Q
O
a
c
a
v
3
Li
r
0
v
v
9
m
0
w
0
O
J
a
N
J
0
0
N
a
m
M
O
m
r
n
m
N
m
J
STATE OF
WLCENSEDN
LA uJENS
I
JENS SWENSON
DCENSE NO. 656
B(PIRES ON _r0L31/13
aNr�rm: srus:
vicencu, w.w Ism
IpPoZOM/1 xW 198]/1001
aevcxm: 1 ° =zo' .� ,.� CITY OF
J. SWENSON .� R E N TO N
ww:
S. SIRES aNC � „a DATUM
CXEpcEtr •��„� Planning /Building /Public Works Dept.
v xar axe ixcx
NO. REVISION BY DATE APPR
D- 360512
ELLIOT SPAWNING CHANNEL REPAIR
PLANTING PLAN
a�
APRIL 16, 2012
FlFS➢BbN:
vuz
pUMN NO
LS -2
sxEe*:
12
14
CD
co
M
P4.
N
CL
3 "0.5' RADIUS HOG FUEL
w MULCH RING. KEEP MULCH
OFF OF STEMS
z
U
w
O
0_
m
:2
m
n
0
N
m
a
a
0
a
a
3
w
r
0
v
m
w
0
0
J
a
i
s
0
0
s
0
i
a
N
J
0
J
J
O
r
m
n
0
m
m
BACKFILL WITH MIX OF COMPOST
FROM TOP LAYER OVER PLANTING
HOLE AND NATIVE SOILS. WATER
THOROUGHLY TO REMOVE AIR
POCKETS
PLANTING HOLE TO BE
2 X DIA. OF ROOTBALL
PLANT AT SAME LEVEL AS GROWN.
TOP OF ROOTBALL TO BE LEVEL
WITH FINISH GRADE.
SHRUB AND SMALL TREE PLANTING
DETAIL �1
NO SCALE —
12' SHRUB
O n
GRADE
SOIL
TREE STAKING "ARBOR TIE"
"BVC" HEMLOCK /FIR STAKE,
2" DIA. (1 PER TREE)
DRIVEN INTO UNDISTURBED
SUBSOIL MIN. 24" DEPTH—
FINISHED GRADE
z BACKFILL WITH MIX OF COMPOST
1O s FROM TOP LAYER OVER PLANTING
HOLE AND NATIVE SOILS. WATER
THOROUGHLY TO REMOVE AIR
POCKETS
NOTE:
PLANT SHRUBS IN SINGLE SPECIES
GROUPS OF 7 TO 12 PLANTS EACH
PLANT TREES IN SINGLE SPECIES
GROUPS OF 1 TO 5 PLANTS EACH.
TYPICAL TREE AND SHRUB SPACING
DETAIL
NO SCALE
CUT AND FILL SLOPES
TER THAN 4 : 1, AN EROSION
'ROL BLANKET SHALL BE USED
WSDOT 9- 14.5(2)) TO
ICE EROSION ON SLOPES.
EDGE OF PLANTING AREA
STATE OF
WASHINGTON
LICENSED
DSCAPE CHITECT
J ENS SWENSON
CENSE NO. 56
EXPIRES ON 10/'St
6" MIN.
V -6" MIN.
NOTE:
STAKE ALL TREES 3' AND TALLER.
PLACE HERBAVORE PROTECTION
COLLARS AROUND EACH TREE
PLANT SO THAT TOP OF ROOT
BALL IS EVEN WITH THE FINISHED
GRADE
3 "x1' RADIUS HOG FUEL
MULCH RING. KEEP MULCH
OFF OF STEMS
�I z
NTING HOLE TO
X DIA.OF ROOTE
CONIFEROUS TREE PLANTING
DETAIL �1
NO SCALE
)J" I.D. REINFORCED RUBBER HOSE
ANTI— GRAZING
FENCE FOR TREES
AND BRUSH. ALSO
INSTALL STAKES TO
HOLD FENCING.
BACKFILL WITH MIX OF COMPOST
FROM TOP LAYER OVER PLANTING
HOLE AND NATIVE SOILS. WATER
THOROUGHLY TO REMOVE AIR
POCKETS
EXISTING SUBGRADE
DIA OF
TYPICAL TREE AND SHRUB SPACING
DETAIL is1
NO SCALE
LEAST
STAKE
SEE PLANT MATERIAL LIST
FOR SIZE AN
LEAVE A MINI
TWO BUDS
TAMP SOIL
AROUND CUT
WIDTH OF 19E TO COVER ALL OF PLANT BLOOM
in z
ANTI - GRAZING FENCE ENCLOSURE
DETAIL is1
NO SCALE -
LIVE STAKE INSTALLATION
DETAIL �1
NO SCALE
PLANT LIST
NUMBER OF PLANTS
RESTORATION
AREA- (11783 sf)
HARDWOOD STAKES
w
COMMON NAME
SIZE /CONDITION
Trees
PLACE HERBAVORE PROTECTION COLLARS AROUND
ACER CIRCINATUM
VINE MAPLE
2 GAL CONT
EACH TREE OR ANTI — GRAZING FENCE ENCLOSURE
o
ACER MACROPHYLLUM
BIG -LEAF MAPLE
2 GAL CONT
PER ENGINEER'S DIRECTION.
0
ALNUS RUBRA
RED ALDER
2 GAL CONT
3 "x1' RADIUS HOG FUEL
0
cO
OREGON ASH
2 GAL CONT
MULCH RING. KEEP MULCH
0
PICEA SITCHENSIS
SITKA SPRUCE
2 GAL CONT
OFF OF STEMS.
0
PSUEDOTSUGA MENZIESII
DOUGLAS FIR
2 GAL CONT
_FINISHED GRADE
BACKFILL WITH MIX OF COMPOST
FROM TOP LAYER OVER PLANTING
HOLE AND NATIVE SOILS. WATER
THOROUGHLY TO REMOVE AIR
POCKETS
EXISTING SUBGRADE
DIA OF
TYPICAL TREE AND SHRUB SPACING
DETAIL is1
NO SCALE
LEAST
STAKE
SEE PLANT MATERIAL LIST
FOR SIZE AN
LEAVE A MINI
TWO BUDS
TAMP SOIL
AROUND CUT
WIDTH OF 19E TO COVER ALL OF PLANT BLOOM
in z
ANTI - GRAZING FENCE ENCLOSURE
DETAIL is1
NO SCALE -
LIVE STAKE INSTALLATION
DETAIL �1
NO SCALE
PLANT LIST
NUMBER OF PLANTS
RESTORATION
AREA- (11783 sf)
CHANNELSIDE
AREA (14028 sf)
BOTANICAL NAME
COMMON NAME
SIZE /CONDITION
Trees
ACER CIRCINATUM
VINE MAPLE
2 GAL CONT
14
0
ACER MACROPHYLLUM
BIG -LEAF MAPLE
2 GAL CONT
10
0
ALNUS RUBRA
RED ALDER
2 GAL CONT
10
0
FRAXINUS LA71FOLIA
OREGON ASH
2 GAL CONT
10
0
PICEA SITCHENSIS
SITKA SPRUCE
2 GAL CONT
10
0
PSUEDOTSUGA MENZIESII
DOUGLAS FIR
2 GAL CONT
5
0
RHAMNUS PERSHIANA
CASCARA
2GAL CONT
10
0
SALIXLUCIDA LASIANDRA
PACIFIC WILLOW
36” LIVE STAKE
0
408
SALIXSCOULERIANA
SCOULERS WILLOW
36' LIVE STAKE
10
0
SALIXSrFCHENSIS
SITKA WILLOW
36” LIVE STAKE
0
612
THUJA PLICATA
WESTERN RED CEDAR
2GAL CONT
19
0
Shrubs
AMELANCHIER ALNIFOLIA
SERVICEBERRY
1GAL CONT
76
0
CORNUS SERICEA
REDTWIG DOGWOOD
36” LIVE STAKE
76
0
GAULTHERIA SHALLON
SALAL
1 GAL CONT
76
0
PHILDELPHUS LEWISII
MOCK ORANGE
1 GAL CONT
76
0
PHYSOCARPOS CAPITATUS
NNEBARK
1 GAL CONT
76
0
RIBES SANGUINEUM
RED FLOWERING CURRANT
1GALCONT
76
0
ROSA NUTKANA
NOOTKA ROSE
1 GAL CONT
76
0
SYMPHORICARPOS ALBUS
SNOWBERRY
1GALCONT
228
0
Y LAN I ONLY AHLAS UIS I UKbtU 5Y UUN IKUU I IUN. FLAN I. NUIVIbtKJ ARC LJ I IMA I cu.
��. McCASKEY scuv. �" „�w 18� CITY 0 F
AS SHOWN IpPIZOM�I: WD 19&l/1991 �, �
J. SWENSON rLL I--� E N T O I ^ I
V
wuw :
S. SIRES I avE i „a DATUM R(
q1I..: •�w LL9 Plannin Buildin Public Works Dept.
H. LONGFELLOW IF r�or O"E , „G, 9/ 9�
NO. REVISION BY DATE APPR --; �"xOPDin y
D- 360513
ELLIOT SPAWNING CHANNEL REPAIR
PLANTING DETAILS
.. IAPRIL 18, 2012
wce
LS -3
I—
F-
ch
co
a
a
a
W
a
Z
U
W
O
a �
0 0_
e
m
N
O
N
m
n
JT
9
a`
v
3
w
r
0
v
v
r
m
0
w
r
0
J
a
x
a
0
U
ti
r
0
U
ti
O
r
O
a
m
M
O
m
n
m
N
m
J
I
SVRhTEO:
S. McCASKEY
eE��Xm: 1"= 20'
J. JUN
ORW:
_ J. JUN I oxE ixcx
�� /� CxECxEe'
LONGFELLOW it xm me xi w
NO. REVISION BY DATE APPR I M%iNER eft "C0fld1CT
vE . Xnw ,see
�MM CITY OF
RENTON
DATUM
Planning /Building /Public Works Dept.
SCALE IN FEET
ipmmm
0 100' 200'
- 360514
ELLIOT SPAWNING CHANNEL REPAIR APRIL 19, 2012
ilEl ➢Bb K:
TRAFFIC CONTROL PLAN
dUN,NL XP.
TC -1