HomeMy WebLinkAboutD-2817484 3 2
6' V -2' 6' 7 LEVEE
-DIAMOND TREAD iii�y�� • EMBANKMENT
1' -6' COVER
LEVEE
�- -- a\\ • EMBANKMENT
6" 8" • ESTABUSHED GRADE OF RAIL
• 1'x2'x 1 /4 "FB
4 PER PIECE OF COVER •
•
PLATE WELDED 6" WALL
#5 AT 12" VERT
A 6" WALL #4 AT 16" HORZ
' ° ° ° ° FINAL GRADE 1 7/8 °
-#5 AT 12 LOWEST SIDE
Lo
---#4 AT 16" #6 AT 12" INSIDE FACE ' ° ` ° ' ° OUTER FACE ��#5 AT 16' N
° • RIVER SIDE
6' 8° 8°
#5 AT 12' . #4 31 2
o
° r 9._0"
ASCE 40 # RAIL
0
SEE NOTE 3
POCKET WALL RIGHT BANK q POCKET WALL LEFT BANK q RAIL DETAIL
SCALE: 1' =1' -0' C -29 SCALE: 1' =1' -0" C -29 SCALE: 3' =1' -0"
C
SIDE TO BE
BRACED
BY TS 3X3 —
RUBBER
SEAL DETAIL
SCALE: 6" = 1' -0"
9" 6" 9" C
S -2
#4
•
v
s N o TYP 1/8
LIGHT GAUGE
RR RAIL • •
T11' 3/16
2' -0'
SECTION g
SCALE: 1 1/2 " =1' -0" C129
1/4 " GUSSET PLATE
1"
CLOSE SEAL ALL 1" '
6" 4"
4 ENDS FOR 4' -0" _
HYDROSTATIC
'RESSURE
- RIBBED SKIN ------- 1
PLAN
DETAIL 2
SCALE: 3 " =1' -0" S -1
LL 176
3/4 " A307 DIA BOAT ALIGNED
T AL
AT EDGE OF RAIL
GALV STEEL DECKING
TYPE B. 18 GAGE
- 1/4 ' PLATE
NOTE: LOCATED AT EVERY BRACE
TIE DOWN DETAIL
SCALE: 3' =1' -0'
2 1/4 "1/4 "
B
3/4 ' A307 DIA BOLT ALIGNED
I
AT EDGE OF RAIL
SEALED 2000# CAPACITY
ROLLER
BEARINGS PER WHEEL
ROLLER DETAIL
I
SCALE: 3" = 1' -0"
N
C
SIDE TO BE
BRACED
BY TS 3X3 —
RUBBER
SEAL DETAIL
SCALE: 6" = 1' -0"
9" 6" 9" C
S -2
#4
•
v
s N o TYP 1/8
LIGHT GAUGE
RR RAIL • •
T11' 3/16
2' -0'
SECTION g
SCALE: 1 1/2 " =1' -0" C129
1/4 " GUSSET PLATE
1"
CLOSE SEAL ALL 1" '
6" 4"
4 ENDS FOR 4' -0" _
HYDROSTATIC
'RESSURE
- RIBBED SKIN ------- 1
PLAN
DETAIL 2
SCALE: 3 " =1' -0" S -1
LL 176
3/4 " A307 DIA BOAT ALIGNED
T AL
AT EDGE OF RAIL
GALV STEEL DECKING
TYPE B. 18 GAGE
- 1/4 ' PLATE
NOTE: LOCATED AT EVERY BRACE
TIE DOWN DETAIL
SCALE: 3' =1' -0'
3/4 ' A307 DIA BOLT ALIGNED
AT EDGE OF RAIL
2'
iH7OLE8 °DIA
I
N
N
3/8 ° PLATE
1/4 ° PLATE
SLOT 1" X 6' RAIL
SECTION
SCALE: 3 " =1' -0' S -2
OD D'
F R 756
BENT PLATE
FAR SIDE
REVISIONS
EDESCWUM
WOOED PER AS -BOLT fNFORVANA
NOTES;
1. CLOSURE BETWEEN CONCRETE END WALLLS AND GATE IS BY
REMOVABLE WOOD BLOCKING. PRESSURE TREATED, CUT TO
THE WIDTH OF GAP.
2. DIAMOND TREAD COVER SHALL BE 1/4 " STEEL PLATE ASTM A36"
WITH G90 GALVANIZING.
1 RAIL TO BE INSTALLED LEVEL WITH TOP OF EL 25.0`
D-2817441,
3/16 PLATE/
''%
RUBBER SEAL
BENT PLATE
SCALE 6' = 1' -0'
7/2001 1 w
AS -BUILT
12' 9' 6" 3" 0 1'
11/2' =1' -0'
12' 9' 6' 3' 0 1' 2'
1' =1' -0'
IF SHEET IS LESS THAN 32' X 21" IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS
SEATTLE, WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEE CLOSURE GATE DETAILS - II
RENTON _ _ WASHWGTO!
W T411iBa NC 1 ALE NO DT1E p�giC
D B -99 -0017 E- 19 -1 -70 98DECO3 I S -2
NOYES a" v EET 72
SCANNED SEP 13 2002
8 /