HomeMy WebLinkAboutSWP2702817.484
51
2
A
J
L
100 YEAR WATER
SURFACE ELEVATION
24" OF CLASS II
RIPRAP
RIVER SIDE ` ALIGNMENT
�_. 2' , 1.5'_ 11.5 _
STRIP 6" AND REMOVE -
UNSATISFACTORY MATERIAL
100 YEAR WATER 13}
SURFACE ELEVATION p �
1
2
STRIP 6" AND REMOVE
UNSATISFACTORY MATERIAL
AIRPORT SIDE
- -1
LEVEE EMBANKMENT
MATERIAL
18" OF CLASS I RIPRAP
SLOPE PROTECTION
4" OF BASE COURSE
4" OF TOPSOIL
AND SEEDING
4
LEVE AND ROAD S CTBON A
NOT TO SCALE C-10
Illne
` ALIGNMENT
m
4.5' (av9)
LEVEE EMBANKMENT
MATERIAL
2" MIN. TOPSOIL
AND SEEDING
REVISIONS
SYMBOL ZONE DESCRIPTION
MODIFIED PER AS -BUILT INFORMATION
CL ROAD MATCH EXISTING GRADE
DRAINAGE SWALE TOP OF ROAD �1.5% _
EXISTING GROUND SURFACE
WIDTH VARIES 11' FOR ASPHALTIC PAVEMENT AND BASE COURSE DIMENSIONS
AND MATERIALS, SEE TYPICAL ROAD SECTION ON PLATE C-45
EXISTING GROUND
SURFACE
7M \\\
NOT TO
SCALE C-16
FOR ASPHALTIC
PAVEMENT AND BASE COURSE DIMENSIONS
AND MATERIALS,
SEE TYPICAL ROAD SECTION ON PLATE C-45
4" ATB AND 4"
CLASS B USED IN LIEU OF
TYPICAL ROAD SECTION
ALIGNMENT
GUARDRAIL,
SEE NOTE 1
go I
g° 2' SHOULDER
4 CHAINLINK FENCE 21
2" MIN. TOPSOIL
100 YEAR WATER
2%
2% AND SEEDING
SURFACE ELEVATION
2 4" OF BASE COURSE
1
�1
LEVEE EMBANKMENT
2
MATERIAL
STRIP 6" AND REMOVE
UNSATISFACTORY MATERIAL
18" OF CLASS I RIPRAP
SLOPE PROTECTION EXISTING GROUND
SURFACE
LLVEE TYPE II
NOT TO SCALE C-13
PLACE 24" LAYER OF CLASS
II RIPRAP ON RIVERWARD
SIDE FOR PROTECTION OF
INTERSECTION
LEVEE SIDESLOPE
VARIES
EXISTING GROUND SURFACE
V FLOODWALL
IG ` OF LEVEE
4" TOPSOIL -
AND SEED
3
1�
2'
VARIES (3' MAX)
LEVEE EMBANKMENT
MATERIAL
�A CAPE BERM SECTION
NOT TO SCALE
EMBED FLOODWALL
5' (MIN)
�X Z XI
FLOODWALL
LEVEE
LEVEE TOE '��A\A
LEEEFLA"I �� N
NOT TO SCALE
DATE B"
7/2001 JLNI
V �
I
EXISTING GROUND SURFACE
ILEVEE/FLOODWALL INTERSECTION, FLEVATION
oll
NOT TO SCALE
18" OF CLASS I RIPRAP
SLOPE PROTECTION
RIVER SIDE `ALIGNMENT
AIRPORT SIDE
4" OF BASE COURSE
NOTES:
`"_ S e B W LT
100 YEAR WATER
_ 5.2 _ 1.5 _ 11.5
r T T
5.8
SURFACE ELEVATION p
4" OF TOPSOIL
1. FOR GUARDRAIL INSTALLATION PROCEDURES AND
IF SHEET IS LESS THAN 32" X 21" IT IS A
—
AND SEEDING
DETAILS, SEE DETAILS ON PLATE C-42
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
24" OF CLASS II
4
RIPRAP
8'
L I,s. ARMY ENGINEER DISTRICT, SEATTLE
2
LEVEE EMBANKMENT
�
' _ __
`'
CORPS OF ENGINEERS
MATERIAL
-
J'=ATTLE, WASHINGTON
_
-- -- — — — — —
—
— — — — — —— —
—
LOWER CEDAR RIVER FLOOD CONTROL
— —
LEVEES & FLOODWALLS
STRIP 6" AND REMOVE
UNSATISFACTORY MATERIAL
CIVIL DETAILS
L L V E
'� rE
RENTON WASHINGTON
NOT
TO SCALE �12--
- --
SIZE INVITATION N0. FILE N0. DATE: PLATE
c OMPUTER
D B-99-0017 E-19-1-70 98DEC03 C-40
A iDED
° D - N�
DSGN. CHK. SHEET
PWN BRB 48
■
4
3
2
` 0 d SCANNED SEP 13 2002