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12' 20' 40' 14'
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SHEET ID
360360
360360
3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20
E L E
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0 10 20 30 40 50 60 70 80 90 100-10
SHEET KEYNOTES
GENERAL SHEET NOTES
EXISTING UPSTREAM FLOATING GUIDEWALL 1
1EXISTING PIER
EXISTING PIER1
C O
N S T R
U C T
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IM
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TREMIE
CONCRETE
TREMIE CONCRETE
EL. 339 EL. 339
TREMIE
CONCRETE
EL. 339
EXISTING
CONCRETE
PONTOON
EXISTING
PIER
EXISTING
CONCRETE
PONTOON
EXISTING
PIER
EXISTING
FOOTING
EXISTING
FOOTING
GROUND
EXISTING
GROUND
EXISTING
EL. 339
1. LIMITS OF THE REPAIR ARE BASED ON A SURVEY FROM MAY 2017. THE LIMITS
OF THE SCOUR COULD CHANGE AT THE TIME OF CONSTRUCTION AND MAY BE
MODIFIED BY THE CONTRACTING OFFICER.
1. GUIDE WALL LOCATION AND PIERS ARE BASED OFF OF ASBUILT DRAWINGS
AND SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD
VERIFY LOCATION OF APPROACH WALL AND ANY OTHER STRUCTURAL
COMPONENTS ADJACENT TO THE REPAIR.
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SHEET ID1
1+0
POB
STA. 0
+00 .00
POE
STA. 1
+90 .00
0 350
F L
O W
SHEET KEYNOTES
EL 333
GENERAL SHEET NOTES
PIER 3PIER 2
PIER 1
AXIS OF DAM ALIGNMENT
EXISTING 150LB RIPRAP
APPROACH WALL
EXISTING
APPROACH SLAB
EXISTING
WALL FOOTING
APPROACH
EXISTING
SCOUR REPAIR ALIGNMENT
EL. 335.00
OFF 11.3'
STA 1+25.7
EL. 337.00
OFF 18.3'
STA 1+32.1
EL. 337.00
OFF 20.0'
STA 1+37.1
EL. 337.00
OFF 23.0'
STA 1+36.4
EL. 333.00
OFF 20.1'
STA 1+13.8
EL. 333.00
OFF 23.0'
STA 1+13.1
EL. 333.00
OFF 23.0'
STA 0+36.3
N 47
5.37
E 56
8.95
N 47
6.39
E 56
1.35
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CONSTRUCTION LIMIT
E L
1:1
BOT EL. 335.00
TOP EL. 337.00
OFF 20.0'
STA 1+31.7
BOT. EL. 333.00
TOP EL. 335.00
OFF 20.0'
STA 1+23.6
1. SEE S-402 TO S-406 FOR CROSS SECTIONS AND PROFILE OF REPAIR.
2. LIMITS OF THE REPAIR ARE BASED ON THE A SURVEY FROM MAY 2017. THE
LIMITS OF SCOUR COULD CHANGE AT TIME OF CONSTRUCTION AND MAY BE
MODIFIED BY THE CONTRACTING OFFICER.
1. DAM, GATES, AND APPROACH WALL LINES ARE BASED OFF OF ASBUILT
DRAWINGS AND SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL
FIELD VERIFY LOCATION OF APPROACH WALL AND ANY OTHER STRUCTURAL
COMPONENTS ADJACENT TO THE REPAIR.
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
0 350
F L
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SHEET KEYNOTES
EL 33
EL 335
GENERAL SHEET NOTES
PIER 3PIER 2
PIER 1
SCOUR REPAIR ALIGNMENT
AXIS OF DAM ALIGNMENT
EXISTING 150LB RIPRAP
APPROACH WALL
EXISTING
APPROACH SLAB
EXISTING
WALL FOOTING
APPROACH
EXISTING
CONCRETE TREMIE
ON 9" OF BEDDING
20" OF 400 LB RIPRAP
EL 335
CONSTRUCTION LIMITS
C O
N S
T R
U C
T
IO
N L
IM
IT
S
1. SEE S-402 TO S-406 FOR CROSS SECTIONS AND PROFILE OF REPAIR.
2. LIMITS OF THE REPAIR ARE BASED ON THE A SURVEY FROM MAY 2017. THE
LIMITS OF SCOUR COULD CHANGE AT TIME OF CONSTRUCTION AND MAY BE
MODIFIED BY THE CONTRACTING OFFICER.
1. DAM, GATES, AND APPROACH WALL LINES ARE BASED OFF OF ASBUILT
DRAWINGS AND SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL
FIELD VERIFY LOCATION OF APPROACH WALL AND ANY OTHER STRUCTURAL
COMPONENTS ADJACENT TO THE REPAIR.
2. RIPRAP SHALL BE PLACED FIRST BEFORE POURING CONCRETE TO ALLOW THE
CONCRETE TO ADHERE TO THE RIRPAP.
1+0
POB
STA. 0
+00 .00
POE
STA. 1
+90 .00
U .S
A R
M Y C
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P S O
F E
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10' 20'0
SCALE: 1" = 10'
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C O
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C H
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K E
D B
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
0 350
F L
O W
SHEET KEYNOTES
GENERAL SHEET NOTES
PIER 3PIER 2
PIER 1
SCOUR REPAIR ALIGNMENT
AXIS OF DAM ALIGNMENT
EXISTING 150LB RIPRAP
APPROACH WALL
EXISTING
APPROACH SLAB
EXISTING
WALL FOOTING
APPROACH
EXISTING
CONCRETE TREMIE
EL 337
CONSTRUCTION LIMITS
C O
N S
T R
U C
T
IO
N L
IM
IT
S
ON 9" OF BEDDING
20" MIN OF 400 LB RIPRAP
STA. 1+18.50
PRECAST CONCRETE BLOCKS
1. SEE S-402 THRU S-406 FOR CROSS SECTIONS OF REPAIR.
2. LIMITS OF THE REPAIR ARE BASED ON THE A SURVEY FROM MAY 2017. THE
LIMITS OF SCOUR COULD CHANGE AT TIME OF CONSTRUCTION AND MAY BE
MODIFIED BY THE CONTRACTING OFFICER.
1. DAM, GATES, AND APPROACH WALL LINES ARE BASED OFF OF ASBUILT
DRAWINGS AND SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL
FIELD VERIFY LOCATION OF APPROACH WALL AND ANY OTHER STRUCTURAL
COMPONENTS ADJACENT TO THE REPAIR.
2. RIPRAP AND PRECAST CONCRETE BLOCKS SHALL BE PLACED BEFORE THE
POUR SO CONCRETE CAN ADHERE TO THESE FEATURES.
1+0
POB
STA. 0
+00 .00
POE
STA. 1
+90 .00
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
10' 20'0SCALE: 1" = 10'
S-102
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