HomeMy WebLinkAboutD-281730A
B
C
4 1 3
' ALIGNMENT
4.0'
2" MIN. TOPSOIL
AND SEEDING
2
CE IROAD MATCH EXISTING GRADE
DRAINAGE SWALE TOP OF ROAD -1.5%
2% 2 a 1
EXISTING GROUND SURFACE
WIDTH VARIES 11' FOR ASPHALTIC PAVEMENT AND BASE COURSE DIMENSIONS
AND MATERIALS, SEE TYPICAL ROAD SECTION ON PLATE C -45
100 YEAR WATER —
SURFACE ELEVATION p 1
4.5' ('av9)
LEVEE EMBANKMENT 1 EXISTING GROUND
1 MATERIAL 2 SURFACE
STRIP 6' AND REMOVE
UNSATISFACTORY MATERIAL
LEVEE TYPE I g
NOT TO SCALE 1,cil 6
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
CL ALIGNMENT
GUARDRAIL, SEE NOTE 1 9' I 9• 2' SHOULDER
4' CHAINUNK FENCE 2 2" MIN. TOPSOIL
100 YEAR WATER �2% 2% AND SEEDING
SURFACE ELEVATION 77
4" OF BASE COURSE
s I
�1 LEVEE EMBANKMENT 8
MATERIAL
STRIP 6" AND REMOVE
UNSATISFACTORY MATERIAL
18" OF CLASS I RIPRAP
SLOPE PROTECTION
LEVEE TYPE II
NOT TO SCALE C-13
RIVER SIDE ALIGNMENT AIRPORT SIDE
18" OF CLASS I RIPRAP
52' 11.5' 5.8'
SURFACE ELEVATION
SLOPE PROTECTION
RIVER SIDE
ALIGNMENT AIRPORT SIDE
4" OF BASE COURSE
(EMBANKMENT\
5.2' 1.5' I j.5' . 5.8'
LEVEE
100 YEAR WATER (
1
T T T '1
4" OF TOPSOIL
SURFACE ELE
AND SEEDING
2
24" OF CLASS II
MATERIAL
RIPRAP
- --
- - -
- --
STRIP 6" AND REMOVE
UNSATISFACTORY MATERIAL
LEVEE AND ROAD
SECTION q
NOT TO SCALE
C -10
' ALIGNMENT
4.0'
2" MIN. TOPSOIL
AND SEEDING
2
CE IROAD MATCH EXISTING GRADE
DRAINAGE SWALE TOP OF ROAD -1.5%
2% 2 a 1
EXISTING GROUND SURFACE
WIDTH VARIES 11' FOR ASPHALTIC PAVEMENT AND BASE COURSE DIMENSIONS
AND MATERIALS, SEE TYPICAL ROAD SECTION ON PLATE C -45
100 YEAR WATER —
SURFACE ELEVATION p 1
4.5' ('av9)
LEVEE EMBANKMENT 1 EXISTING GROUND
1 MATERIAL 2 SURFACE
STRIP 6' AND REMOVE
UNSATISFACTORY MATERIAL
LEVEE TYPE I g
NOT TO SCALE 1,cil 6
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
CL ALIGNMENT
GUARDRAIL, SEE NOTE 1 9' I 9• 2' SHOULDER
4' CHAINUNK FENCE 2 2" MIN. TOPSOIL
100 YEAR WATER �2% 2% AND SEEDING
SURFACE ELEVATION 77
4" OF BASE COURSE
s I
�1 LEVEE EMBANKMENT 8
MATERIAL
STRIP 6" AND REMOVE
UNSATISFACTORY MATERIAL
18" OF CLASS I RIPRAP
SLOPE PROTECTION
LEVEE TYPE II
NOT TO SCALE C-13
/ \ ALIGN FLOODWALL
/ \ ALONG ' OF LEVEE
PLACE 24" LAYER OF CLASS I I
II RIPRAP ON RIVERWARD I
SIDE FOR PROTECTION OF I
INTERSECTION I I I
REVISIONS
DESCRIPTION
VOWED PER AS -BUtT WFORNATION
4" TOPSOIL I-I 2'
AND SEED
3
1 VARIES (3' MAX)
LEVEE EMBANKMENT
EXISTING GROUND SURFACE MATERIAL
LANDSCAPE BERM SECTION
NOT TO SCALE 17
-1/tam 1 "
I I
I � I
I I
I 'LEVEE I
I I EMBED FLOODWALL
5' (MIN) �l I
I I
LEVEE SIDESLOPE 1 TOP OF j c I
VARIES LEVEE 1 c,,,,___LEvEE r FLOODWALL
I I
I I LEVEE TOE —
r 1
WIDTH VARIES
If I w"
I u I �1 I
I i EXISTING GROUND SURFACE 1 L1 G_/ 1 L1 CJ 1 L-4
I I I
LEVEE /FLOODWALL INTERSECTION, ELEVATION
NOT TO SCALE
EXISTING
GROUND
SURFACE LEVEE /FLOODWALL INTERSECTION, PLAN
NOT TO SCALE
cr-1mr.TaMmirr-Iffor-75 =..
4
UNSATISFACTORY MATERIAL
LEVEE TYPE III E
NOT TO SCALE C-12
O- ?8/730
NOTES: AS—BUILT
1. FOR GUARDRAIL INSTALLATION PROCEDURES AND IF SKEET IS LESS THAN 32" X 21" IT IS A
DETAILS, SEE DETAILS ON PLATE G -42 REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS
SEATTLE. WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
CIVIL DETAILS I
RENTON WASHINGTOP
B I — 7 E- 19 -1 -70 C -40 D 99 -001
A•p p R I,- pym BRB WEFT 48
2 fir: n- ','17 3° SCANNED SEP 132002
a a
13:2
V
RIVER SIDE ALIGNMENT AIRPORT SIDE
100 YEAR WATER
52' 11.5' 5.8'
SURFACE ELEVATION
T1.5'
y E I
24" OF CLASS II
RIPRAP
(EMBANKMENT\
2
LEVEE
1
MATERIAL
/ \ ALIGN FLOODWALL
/ \ ALONG ' OF LEVEE
PLACE 24" LAYER OF CLASS I I
II RIPRAP ON RIVERWARD I
SIDE FOR PROTECTION OF I
INTERSECTION I I I
REVISIONS
DESCRIPTION
VOWED PER AS -BUtT WFORNATION
4" TOPSOIL I-I 2'
AND SEED
3
1 VARIES (3' MAX)
LEVEE EMBANKMENT
EXISTING GROUND SURFACE MATERIAL
LANDSCAPE BERM SECTION
NOT TO SCALE 17
-1/tam 1 "
I I
I � I
I I
I 'LEVEE I
I I EMBED FLOODWALL
5' (MIN) �l I
I I
LEVEE SIDESLOPE 1 TOP OF j c I
VARIES LEVEE 1 c,,,,___LEvEE r FLOODWALL
I I
I I LEVEE TOE —
r 1
WIDTH VARIES
If I w"
I u I �1 I
I i EXISTING GROUND SURFACE 1 L1 G_/ 1 L1 CJ 1 L-4
I I I
LEVEE /FLOODWALL INTERSECTION, ELEVATION
NOT TO SCALE
EXISTING
GROUND
SURFACE LEVEE /FLOODWALL INTERSECTION, PLAN
NOT TO SCALE
cr-1mr.TaMmirr-Iffor-75 =..
4
UNSATISFACTORY MATERIAL
LEVEE TYPE III E
NOT TO SCALE C-12
O- ?8/730
NOTES: AS—BUILT
1. FOR GUARDRAIL INSTALLATION PROCEDURES AND IF SKEET IS LESS THAN 32" X 21" IT IS A
DETAILS, SEE DETAILS ON PLATE G -42 REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS
SEATTLE. WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
CIVIL DETAILS I
RENTON WASHINGTOP
B I — 7 E- 19 -1 -70 C -40 D 99 -001
A•p p R I,- pym BRB WEFT 48
2 fir: n- ','17 3° SCANNED SEP 132002
a a
13:2
V