HomeMy WebLinkAboutT-269085F-
03
V/
Q
1405 STA. 1149 +90
Q MONOTUSE SIGN STRUCT. NO. 11 6 POST
1
i
FA
ADO COLUMN WIDTH
PLAN aND DEPrn
POST
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SEE , ME' ROD DETAILS.
SHEET CHOR 2..5i 2 (5] Y5
[6J t5 T I
19 (TYP.) —I
BAR LIST
MARK
LOCATION
3
I
4' -a
LENGTH
SEND TYPE
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5
22
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•
CAP TOP
5
2
10' -2W
SEE BELOW
•
LAP TOP
5
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SEE BELOW
AA5HTO M 51 OR, 60
12' -00%'
1
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ry
LB] (5]
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2 YB TO AN SOT.
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ADO COLUMN WIDTH
PLAN aND DEPrn
POST
I Q
SEE , ME' ROD DETAILS.
SHEET CHOR 2..5i 2 (5] Y5
[6J t5 T I
19 (TYP.) —I
ELEVATION
BAR LIST
MARK
LOCATION
SIZE
NO. RED'0.
LENGTH
SEND TYPE
�IIIIM1■`[
FOOTING
I
LONGIT.
B
26
11'9"
STR.
^ice
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B
36
I
STR.
.
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Mi �II
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NEW YB'9 STRAIGHT. (B]a15 �' II
LAP SPLICED TO SAVE VOWELS. w
TIED Tp DOWELS
yn
ANCHOR BOLT Al
B F9 VERT. 4" 5"
CHAMFER
1Ye` CLR. (Tyr.) (TYP.)
• (4 NEW / E L
Ne
N
m • •
153 19 (TYf.)
• (5] t5
k-115 Q
7Q COLUMN SECTION
FINISHED GRAp' /%s ?\\\�✓"\`\`\
MSE WALL INCREASE COLUMN 512E - -_—
TO ALO
ANCHOR R D BOLTS LTO
BETTER
�VYYY��1
ORILLi I 1 /4° Y 1'-
LEVELING PAD
FOR M5E WALL
BAR LIST
MARK
LOCATION
SIZE
NO. RED'0.
LENGTH
SEND TYPE
C -7295
FOOTING
I
LONGIT.
B
26
11'9"
STR.
2
FOOTING
B
36
B' -9"
STR.
TRANSV.
•
COLUMN
B
2B
IB' -Oi4`
SEE SELOW
VERTICAL
•
COLUMN
5
22
14'-099'
SEE BELOW
HOOPS
•
CAP TOP
5
2
10' -2W
SEE BELOW
•
LAP TOP
5
2
9' -9'
SEE BELOW
AA5HTO M 51 OR, 60
12' -00%'
1
(5] 1
ry
LB] (5]
q
AApAl/)
NEW YB'9 STRAIGHT. (B]a15 �' II
LAP SPLICED TO SAVE VOWELS. w
TIED Tp DOWELS
yn
ANCHOR BOLT Al
B F9 VERT. 4" 5"
CHAMFER
1Ye` CLR. (Tyr.) (TYP.)
• (4 NEW / E L
Ne
N
m • •
153 19 (TYf.)
• (5] t5
k-115 Q
7Q COLUMN SECTION
FINISHED GRAp' /%s ?\\\�✓"\`\`\
MSE WALL INCREASE COLUMN 512E - -_—
TO ALO
ANCHOR R D BOLTS LTO
BETTER
�VYYY��1
ORILLi I 1 /4° Y 1'-
LEVELING PAD
FOR M5E WALL
FIH4EIa1 9ERM4ER
B `M- EFATECG
NOTES
I. ALL CONCRETE SHALL BE CLASS 4000
CONSTRUCTION SEQUENCE:
1. CONSTRUCT FOOTING W/ COLUMN REINS CAGE PLUMO.
2. CONSTRUCT MSE WALL,
S. CONSTRUCT COLUMN PLUMB.
4. PLACE SIGN STRUCTURE N0. 11
€ POST, SIGN STRUCT. N0. 11
1405
.s/Q
MSE WALL
CONSTRUCTION Jr. W/
ROUGHENED SURFACE
K- (2] t6 (TYP)
12" 1 � L1I tB (ttP.)
BO 6
SECTION T
1.405
IS TO SR169
STAGE 1 -WIDENING
M598
Leas
371
392
C -7295
a
FIH4EIa1 9ERM4ER
B `M- EFATECG
NOTES
I. ALL CONCRETE SHALL BE CLASS 4000
CONSTRUCTION SEQUENCE:
1. CONSTRUCT FOOTING W/ COLUMN REINS CAGE PLUMO.
2. CONSTRUCT MSE WALL,
S. CONSTRUCT COLUMN PLUMB.
4. PLACE SIGN STRUCTURE N0. 11
€ POST, SIGN STRUCT. N0. 11
1405
.s/Q
MSE WALL
CONSTRUCTION Jr. W/
ROUGHENED SURFACE
K- (2] t6 (TYP)
12" 1 � L1I tB (ttP.)
BO 6
SECTION T
1.405
IS TO SR169
STAGE 1 -WIDENING
M598
Leas
371
392