HomeMy WebLinkAboutT-22111C3
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TYPE 1
SPAN LENGTH
DEPTH
SHAFT REINFORCEMENT
FOUNDATION
S.
"Z"
X.
SIGN
60' -0"
O �
I o
I
BRIDGE
OR LESS
15' -6"
09
18
0
I
4' -0"
BAR LIST - TYPE 1 FOUNDATION AASHTO M 31 GR 60
MARK LOCATION N0.
SIZE REV LENGTH BENDING DIAGRAM
1 CAP VERT. 4 4 3' -9" STR. "A" - DETERMINE
FROM PLANS
2 CAP HOOPS 5 5 6' -0"
3 SHAFT VERT. "X" "Y" "B" STIR. _ ( "Z" - 6 ")
4 SHAFT SPIRAL 4 1 "A"
3' -7"
5 CAP TOP 5 4 10' -4"
io
1
i�
O4 10" O
rn O
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3' -7"
V -0"
5 O #5
O#5(TYP.)
3/4" CHAMFER (TYP) O #4 (TYP.)
1 1/2 "0 STEEL CONDUIT TO BE INSTALLED
WHERE DIRECTED BY ENGINEERS
DI AKI
ANCHOI
LONG V
4 HEA\
THREAC
me -
FOUNDATION
TYPE 2 FOUNDATION
SPAN LENGTH
DEPT}1
FOUND. REINFORCEMENT
"S"
O �
I o
I
�?
20' -0'
9,_6„
✓
12
8
II
BAR LIST - TYPE 1 FOUNDATION AASHTO M 31 GR 60
MARK LOCATION N0.
SIZE REV LENGTH BENDING DIAGRAM
1 CAP VERT. 4 4 3' -9" STR. "A" - DETERMINE
FROM PLANS
2 CAP HOOPS 5 5 6' -0"
3 SHAFT VERT. "X" "Y" "B" STIR. _ ( "Z" - 6 ")
4 SHAFT SPIRAL 4 1 "A"
3' -7"
5 CAP TOP 5 4 10' -4"
io
1
i�
O4 10" O
rn O
i+)
3' -7"
V -0"
5 O #5
O#5(TYP.)
3/4" CHAMFER (TYP) O #4 (TYP.)
1 1/2 "0 STEEL CONDUIT TO BE INSTALLED
WHERE DIRECTED BY ENGINEERS
DI AKI
ANCHOI
LONG V
4 HEA\
THREAC
me -
tao
"" 1/4 "0 HOLE FOR
OR BOLT (TYP)
AASHTO M 223 OR AASHTO M 2
GI_LVH IIVIV
TYPE 1 FOUNDATION
SYMM. AST. 0 FE & POST
DETAIL e
BASE ELEVATION
1/2" GROUT PAD, PLACE AFTER
,N STRUCTURE IS ERECTED
MIN.
IPORARY CASING
V.
FORE CONCRETE SETS.
FOUNDATION
TYPE 2 FOUNDATION
SPAN LENGTH
DEPT}1
FOUND. REINFORCEMENT
"S"
O �
I o
"X" "Y1" "Y2"
CANTILEVER
20' -0'
9,_6„
#9
12
8
SIGN
TO 30' -0"
PLAN
ANCHOR ROD - "D1 "0 X 4' -4"
SIGN
60' -0"
91-01,
#9
12
8
BRIDGE I
OR LESS
tao
"" 1/4 "0 HOLE FOR
OR BOLT (TYP)
AASHTO M 223 OR AASHTO M 2
GI_LVH IIVIV
TYPE 1 FOUNDATION
SYMM. AST. 0 FE & POST
DETAIL e
BASE ELEVATION
1/2" GROUT PAD, PLACE AFTER
,N STRUCTURE IS ERECTED
MIN.
IPORARY CASING
V.
FORE CONCRETE SETS.
V
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W
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7O3 SPA. I(D EQ. SPA. 7O3 SPA.
ELEVATION
TYPE 2 FOUNDATION
ALPHA Engineering Group, Inc.
d
a
BAR LIST - TYPES 2 & 3 FOUNDATIONS AASHTO M 31 GR 60
MARK LOCATION N0.
SIZE REQ'D LENGTF BENDING DIAGRAM
1 CAP VERT. "X" "Y1" 9' -8"
"A" ti DETERMINE
2 CAP HOOPS 5 6 16' -0" FROM PLANS
3 FOUNDATION 5 8 "A" STR. „B„ - ( "Z" - 3' -9 ")
4 FOUND. HOOPS 5 A" 14' -5"
5 FOUND. VERT "X" "Y2" "C" STR.
6 FOUND. VERT. "X" "Y2" "B" STR.
7 FOUND. VERT. 5 16 "A"
8 CAP TOP 5 4 10' -4"
a
J30 10"
w 2' -8" a
O � 7„
, O7
M O
FINISH GRO DUNE
SIGN STRUCTURE
BASE ELEVATION
2 1/2" GROUT PAD,
PLACE AFTER SIGN
STRUCTURE IS EREC
m2#5
a
a --
U
CAP EACH EN
o M 6"
I
lie
- - CONST. J'T. W/ b
ROUGHENED SURFACE - III
L B O #5
O
Q #5 O
C. VIEW A
"��r° ��w ► �9� CITY
�`rSIONAL EX�S
DEPARTMEN'
O
io
I
1 1 g ' I ALI I I' I I 1 1 1 A _ A I Al I IA 1 1 I 1I I I 1 11 1 Al
19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI R0 OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19
FOUNDATION
PARALLEL TO SHOULDER
10' -0"
3' -0"
4' -0" 3' -0"
O1 EQ. SPA.
O �
I o
i
III
- - - --
m
3/4" CHAMFER-/
(TYP.)
- - - - --
8 #5 (TYP.)
O
1 1/2 "0 STEEL CONDUIT TO BE INSTALLED
WHERE DIRECTED BE ENGINEER
PLAN
ANCHOR ROD - "D1 "0 X 4' -4"
LONG W/ 2 WASHERS AND
4 HEAVY HEX NUTS (TYP.)
THREAD EACH END 8 -�
k POST
V
illmlolmimill
IIImImImlmlll
I
w
J -
0]
W
W
N -I
H
0
W
o �
7O3 SPA. I(D EQ. SPA. 7O3 SPA.
ELEVATION
TYPE 2 FOUNDATION
ALPHA Engineering Group, Inc.
d
a
BAR LIST - TYPES 2 & 3 FOUNDATIONS AASHTO M 31 GR 60
MARK LOCATION N0.
SIZE REQ'D LENGTF BENDING DIAGRAM
1 CAP VERT. "X" "Y1" 9' -8"
"A" ti DETERMINE
2 CAP HOOPS 5 6 16' -0" FROM PLANS
3 FOUNDATION 5 8 "A" STR. „B„ - ( "Z" - 3' -9 ")
4 FOUND. HOOPS 5 A" 14' -5"
5 FOUND. VERT "X" "Y2" "C" STR.
6 FOUND. VERT. "X" "Y2" "B" STR.
7 FOUND. VERT. 5 16 "A"
8 CAP TOP 5 4 10' -4"
a
J30 10"
w 2' -8" a
O � 7„
, O7
M O
FINISH GRO DUNE
SIGN STRUCTURE
BASE ELEVATION
2 1/2" GROUT PAD,
PLACE AFTER SIGN
STRUCTURE IS EREC
m2#5
a
a --
U
CAP EACH EN
o M 6"
I
lie
- - CONST. J'T. W/ b
ROUGHENED SURFACE - III
L B O #5
O
Q #5 O
C. VIEW A
"��r° ��w ► �9� CITY
�`rSIONAL EX�S
DEPARTMEN'
O
io
I
1 1 g ' I ALI I I' I I 1 1 1 A _ A I Al I IA 1 1 I 1I I I 1 11 1 Al
19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI R0 OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19