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20'
20'
15'
20'
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
0 350
F L
O W
SHEET KEYNOTES
EL 33
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 339
ON 9" OF BEDDING
20" OF 400 LB RIPRAP
EL 33
E L
E L
ON 9" OF BEDDING
20" MIN OF 400 LB RIPRAP
STA 1+56.00
STA. 1+26.80
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
POURING CONCRETE TREMIE SO THAT CONCRETE CAN ADHERE TO THESE
FEATURES.
E1
S-301
A1
S-301
E1
S-305
A1
S-305
A1
S-304
E1
S-304
D1
S-303
A1
S-303 A1
S-302
D1
S-302
1+0
POB
STA. 0
+00 .00
POE
STA. 1
+90 .00
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg
2018/04/25
®of Engineers
US Army Corps
U .S
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W P -1
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0"
TRENCH FOR NEW RIPRAP
FIRST POUR
EXISTING GROUND
5' MAX.
5' MAX.
REMOVE SILT
ON 9" OF BEDDING
20" OF 400LB RIPRAP
ON 9" OF BEDDING
20" OF 400LB RIPRAP
#6@12 EACH WAY
#6@12 EACH WAY
C L
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EXISTING APPROACH WALL
EXISTING APPROACH WALL
BOTTOM OF EXISTING CLAY BLANKET
BOTTOM OF EXISTING CLAY BLANKET
S O
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EL. 335.0
EL. 335.0
A1
S-103
LOCATION OF APPROACH WALL.
APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
OFF OF ASBUILT DRAWINGS AND SHALL BE CONSIDERED
2. APPROACH WALL AND CLAY BLANKET LINES ARE BASE
APPROACH WALL TOE/FOUNDATION.
1. REMOVE ALL SILT/DEBRIS ACCUMULATED ON TOP OF
A .C .R
GENERAL SHEET NOTES
E1
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10' 20'0
10' 20'0
S T
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ANCHOR FEATURES
FIRST POUR
EXISTING GROUND
EXISTING GROUND
0"0"
5' MAX.
#6@12 EACH WAY
8' MAX.
EXCAVATE
EXCAVATE
ON 9" OF BEDDING
20" OF 400LB RIPRAP
ON 9" OF BEDDING
400LB RIPRAP
C L
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FIRST ROW OF PRECAST BLOCKS
SEE SHEET NOTE 1
EXISTING APPROACH WALL
EXISTING APPROACH WALL
BOTTOM OF EXISTING CLAY BLANKET
BOTTOM OF EXISTING CLAY BLANKET
S O
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EL. 335.0
EL. 337.0
A .C .R
D1
S-103
A1
S-103
GENERAL SHEET NOTES
SHEET KEYNOTES
BLOCKS AND APPROACH WALL
DESIGNED TO FIT AREA BETWEEN ROW OF PRECAST
1. PRECAST BLOCK ON TOP OF TOE/FOUNDATION SHALL BE
LOCATION OF APPROACH WALL.
APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
OFF OF ASBUILT DRAWINGS AND SHALL BE CONSIDERED
2. APPROACH WALL AND CLAY BLANKET LINES ARE BASED
APPROACH WALL TOE/FOUNDATION.
1. REMOVE ALL SILT/DEBRIS ACCUMULATED ON TOP OF
S T
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C T
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A L
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H O
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S P .E
SECTION
SCALE: 1"=10'
SECTION
SCALE: 1"=10'
10' 20'0
10' 20'0
EL. 335.0
A N
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EXISTING GROUND
EXISTING GROUND
SEE SHEET NOTE 1
8' MAX.
#6@12 EACH WAY (TYP.)
ON 9" OF BEDDING
400LB RIPRAP
ON 9" OF BEDDING
20" OF 400LB RIPRAP
BLOCKS AND ANCHORS
SECOND ROW OF PRECAST
5' MAX.
C L
R
EXISTING APPROACH WALL
EXISTING APPROACH WALL
BOTTOM OF EXISTING CLAY BLANKET
BOTTOM OF EXISTING CLAY BLANKET
S O
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2 3 4 5 6 7 8 9 10
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DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg2018/04/25
2018/04/25
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
FIRST POUR
SECOND POUR
THIRD POUR
SECOND POUR
EL. 339.0
EL. 339.0
S-303
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J .R .S
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GENERAL SHEET NOTES
SHEET KEYNOTES
BLOCKS AND APPROACH WALL
DESIGNED TO FIT AREA BETWEEN ROW OF PRECAST
1. PRECAST BLOCK ON TOP OF TOE/FOUNDATION SHALL BE
LOCATION OF APPROACH WALL.
APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
OFF OF ASBUILT DRAWINGS AND SHALL BE CONSIDERED
2. APPROACH WALL AND CLAY BLANKET LINES ARE BASED
APPROACH WALL TOE/FOUNDATION.
1. REMOVE ALL SILT/DEBRIS ACCUMULATED ON TOP OF
D1
S-103
SECTION
SCALE: 1"=10' 10' 20'0
A1
S-103
SECTION
SCALE: 1"=10' 10' 20'0
EL. 337.0
EL. 335.0
EL. 335.0
EL. 337.0
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