HomeMy WebLinkAboutS-070327r
oe4N
i Ly71
'"w"Q
12'—On A
29-020 TRANSITION STRUCTURE 3 3L8- 2#—Ow LOWHEAD STRUCTURE
/0'" B
A SYMMETRICAL
2N7
7 2 .. y
.—#6 0 Sm #5 0 12P #5 0 12- #5 0 6- ABOUT (i LOWHEAD
AR a QN—.- Am Am i'VtTjm A at— 7 STRUCTURE
PLAN toll
DETAIL
3 12'-00 SCALE: 3/8*-I'-0o 72 A
2j -0" 3 3/80 F 2*-0"
2
I
C14
cb
r.
O
BLOCKOUT FOR
108" RCP, CAST
CONCRETE AFTER
PIPE STUB IS
SET (TYP.) ---\
STIRRUP_,--�'
12-
#8 0 9"
(TYP. EACH
PACE)
MIN. LAP SPLICES
#5 STIRRUP 0 12* #6 0 12"_ STRAIGHT BARS #—on
#5 2
#6 3' °0"
#8 4--10-
#8 0 #5 STIRRUP 0 120 #6 0 12" STRAIGHT BARS
a
#6 0 12--V NQIES
#6 06- #6 0 12" TRUSS BARS #6 46 6`j 1. SEE SHEET NO. 15 FOR
60" W CROSSING LOCATION.
2. SEE SHEET NO. 15 FOR
P-1 CHANNEL CROSSING LOCATION.
60"W AND P ®1 CHANNEL
LOW HEAD AND TRANS1110N STRUCTURES
SECTION A
SCALE: 3/8"-1'—Om '27T771
. O
(STypM-)HOK
��
PIPE
BEDDING
It
O
OF
PIC,
'T
al' " DC-)
R
IT OR GIL
LjETENESS
Q, R COMpi
OKA
6" WATERSTOP
(TYP-)
#5 0 l2s--�
05 06-
0 12"
ALTERNATE, W/
TRUSS BARS}--
SM. HOOK
PIPE
BEDDING
VARIES
U- rt 108" RCP & TRANS.
STRUCTURES
� .0
6-
#8 0 6
1 8 0 12"
6" WATERSTOP
/—ROUGHENED
/ CONST. JT. T
(TYP•)----.-,
•
(Typ.)
W"
MIN.
60
#8 0 6
6" MIN.
(Typ.)
2c%l
Ln
w
#5 0 120
"Z
#5 0 12
ix
<
(TyP-)
0.0 12 >
1' -6"
MIN.
MIN. LAP SPLICES
#5 STIRRUP 0 12* #6 0 12"_ STRAIGHT BARS #—on
#5 2
#6 3' °0"
#8 4--10-
#8 0 #5 STIRRUP 0 120 #6 0 12" STRAIGHT BARS
a
#6 0 12--V NQIES
#6 06- #6 0 12" TRUSS BARS #6 46 6`j 1. SEE SHEET NO. 15 FOR
60" W CROSSING LOCATION.
2. SEE SHEET NO. 15 FOR
P-1 CHANNEL CROSSING LOCATION.
60"W AND P ®1 CHANNEL
LOW HEAD AND TRANS1110N STRUCTURES
SECTION A
SCALE: 3/8"-1'—Om '27T771
. O
(STypM-)HOK
��
PIPE
BEDDING
It
O
OF
PIC,
'T
al' " DC-)
R
IT OR GIL
LjETENESS
Q, R COMpi
OKA
6" WATERSTOP
(TYP-)
#5 0 l2s--�
05 06-
0 12"
ALTERNATE, W/
TRUSS BARS}--
SM. HOOK
PIPE
BEDDING
ITF V I
F
SEC'nON L—ALTERNATE 0 12" TRUSS BAR
W1
SCALE: 3/8"-1'-0" 127 D2 i STRAIGHT BARS)
—q LOW HEAD AND
TRANSITION STRUCTURES
5
4
3
2
6•" W
P—ICHANNEL
—MENEM
ITF V I
F
SEC'nON L—ALTERNATE 0 12" TRUSS BAR
W1
SCALE: 3/8"-1'-0" 127 D2 i STRAIGHT BARS)
—q LOW HEAD AND
TRANSITION STRUCTURES
5
4
3
2