HomeMy WebLinkAboutD-34400800
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YL 2 EXTRA 6X ' HORZ. NF
2 EXTRA 5X1 HORZ,iFF i
13 12 11 10
2 EXTRA #6 AT TOP OF WALL
AT WALL SLOPE
2 EXTRA #5X10' VERT, NF
EACH SIDE, HK 0 TOP
EXTRA #5X8' DIAG, 4 SIDES
WALL ELEVATION
EXTRA REINFORCEMENT
SCALE 3/16 " =1' -0"
DETAIL
2
SCALE: 1 1 /2" =1' -0" S 1
4x1
CORNER PILES TEt
0&(D
NO.
DETAIL
3
SCALE: 11/2 " =t' -0" S1
RBASION
Ilm
44� /
1`
TYP BOTH
ENDS i
CORNER PILES
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\ I'L 43 /8 TENSION
BAR PLACED
EtUSH WITH PILE
l
FLANGE AND
/ ATTACHED WITH
SPLICE PLATE, SEE
X-1\1NOTES 1, 2/
m
PL 43/8 TENSION
13AR PLACED ON
TOP OF FLANGE
SEE NOTE 1, 2 —
NOTE-
1. TENSION BAR MAY BE INSTALLED FLUSH
WITH PILE FLANGE WITH SPICE PLATES OR
MAY BE BENT OVER HSS COMPRESSION
MEMBER AND WELDED TO FACE OF PILE
WITH REQUIRED LENGTH OF WELD.
2. TENSION BARS ARE 43 /8 EXCEPT AT THE
TWO LOCATIONS INDICATED ON ELEVATION
DWG St.
1
HSS 6x2x1 /4
COMPRESSION
MEMBER
D ETAI L
TYPICAL CROSS BRACING S 1
SCALE: 3/4 " =1' -0"
& 11 i � --3x3/4x12" SPLICE PLATE
ii
II
ii 1/4
I
II
4X3 /8 TENSION BAR
i I LOCATED RUSH W/ PILE
I 1 FLANGE
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DETAIL
4
SCALE: 11/2 " =1' —O" —
12" 4" 6" 3" 0 1
Scote Feet
1 0 1 2 3
Scale Feet
2 0 2 4 6 8 10 12 14
3/16 " =1' -0"
Scale Feet
CARR ROAD - PANTHER CREEK 8/19/08
EMERGENCY CULVERT REPAIR PROJECT
STRUCTURAL DETAILS S3