HomeMy WebLinkAboutTED4001398.49r-
2'0'
BAR K.
h
DESIGN DATA
n=10
fc -
1200 ps i
fs =
20,000 psi
W =
125 pc f
W'=
30 ft.lb./psf
60 Iblps30' H lb/psf
Face of wall
set top of wall back
Variable 4' to 8'
1/4" for every 10' of H
10"
1 1/2"Min.- 4 1/2"Max.
O G
Gravel backfill�� ao
a for walls
G
A o A
3/4" Panel
i Recess No. 4 BAR approx. 2' 0" Ctrs.
i in front and equally spaced
Bars 0 No. 4 @ bars in back.
-7approx. 2' 0" Ctrs. G
1 1IL Cl.
o�
1 1/2"CI• r--
Bar K
inal round ' 2" x4" Shear Kin,— 3 Fillet
Mine
I
l v
q
n
tj
111/3
f )
J
�
q
�j
v
1�
y
- 3" Drains —�
3
U U
CV N
N
f- f /► T 1 /'1 A I .
am
N
0
M
K
*Grout 0-A
(Typ) A
*Grout to be Burke Metallic grouting compound or
= 60 H I bs an appoved equal.
Note: All material 1"xl" hollow square steel tubing
P2 = 1/2 30 H2 lbs. except top rail 1"x2" hollow rectangular steel
tubing 1/8" thick or approved equal.
STEEL HANDRAIL DETAIL
I I IU-3L vc VI I U Y U I IL1 t..JVI IL,
120' cntrs. max,
E L E VAT I O N
Bar K
Face of
wall —
1 "
3/4" Chamfers,
Bar MLn
a ci
v —/o 3-4""
U _' I I
Bar N
Bar P
)ut 8' cntrs. and 6" above
final ground line at front face of wall
center of 4' panels.
MG
REGION NO STATE j FED AID PROJECT NO. SHEET NO.
8 WASH.
TYPE NO. 2
CONC
STEEL
MAX
BAR
U.YDS
LBS
SOIL
BARK
O
BAR P
H
B
per
per
PRESS
H
LIN.FTLIN.FT
k/sq.ft
�ti�
PAC:
h
LGTH
�ti
SPAC
h
LGTH
<V
h
LGTH
LGTH
�ti
PAC
h
LGTH
5'
4' 5"
1.287
112-901
1.12
4
18"
4' 8"
6' 8"
3' 10"
4
18"
4' 1"
4' 8"
5'
6'
4' 11"
.3 3 7 115-51
1 1.41
4
14"
5' 8" 7' 8"
4' 10"
4
1- "
4' 7"
5' 2"
6'
1/2" Premolded Jt. Filler in expansion jts. at
24' ctrs. Fasten to one side with 4d galy. nails
at 6" ctrs., staggered with a mi n. edge distance
of 1 1/2". (Jts. shall occur at panel edges only.)
•
9 1/4"
10"
—� tom-- 2 1/4"
REINFORCED CONCRETE RE'---,-NINING
CANTILEVER "L" TYPE N 0. 2
SECTION A -A
WALL
N O T E S
Use standard 1800 hook for P bars.
All concrete shall be Class B
Weep hole spacing max. 8' c -c, elevations and spacings
as directed by the Engineer.
All interior panel widths shall be 4'-0". Preferably
wall lengths shall be multiples of 4 ft. so that
end panel widths will also equal 4 ft., however, in
no case shall end panels be less than 2 ft. wide or
greater than 6 ft. wide.
See Standard Specifications for further requirements.
Construction joint
MICROFIL MF—D