Bypass Channel South Draft Drawings PKG 1_S112_S117_S301_2_3_S305_combined.pdf
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- Solicitation number
- W9126G25R0188
About this file
This document is a set of engineering design drawings from the US Army Corps of Engineers, specifically sheet S-112 through S-305, depicting a 95% design for a complex infrastructure project involving pipe pile foundations, monolithic structures, and wall systems. The drawings provide detailed technical specifications for various sections of what appears to be a comprehensive waterfront or flood control project, with specific focus on structural elements like pipe piles, DMM (Deep Mixing Method) panels, sheet pile cutoffs, grade beams, and ramp/stair configurations.
The design includes multiple structural zones labeled with station numbers (e.g., TUS-12 through TUS-52), indicating a segmented approach to construction. Key structural components include 36" diameter pipe piles, stepped foundations, jet grouting columns, drainage systems with flap valves, and select common fill materials. The drawings specify precise measurements, elevation details, and construction techniques for different monolith sections, including provisions for walkways, fall protection, grab rails, and integration with existing ground conditions. The project appears to involve complex geotechnical engineering techniques to create a resilient infrastructure system, likely for flood mitigation or coastal development.
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Text version
95% DESIGN - NOT FOR CONSTRUCTION
506+00 507+00 508+00 509+00
607+00 608+00 609+00 610+00
S-112
PKG1
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
B9
SCALE: 1"=1000'
KEY PLAN
A1
SCALE: 1"=20'
PIPE PILE PLAN IS-1 THRU IS-5 AND TUS-12 THRU TUS-14
PZ-22 SHEET PILE
6'-6"
6'-6"
15'-0"
STEPPED FOUNDATION
STEPPED FOUNDATION
PILE CUTOFF
NZ-14 SHEET
50'-0"
DMM PANEL, TYP
MONOLITHS
PILES UNDER TUS
36" DIAMETER PIPE
2'-0" TYP
2'-0" TYP DMM PANEL, TYP
GRADE BEAM BELOW, TYP
SEE NOTE 3
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
STA. 400+97
PI
STA. 409+48
PI
STA. 417+72
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+71
PI
STA. 422+99
PI
STA. 423+69
PI
STA. 426+70
PI
STA. 432+88PI
STA. 437+76
PI
S
TA
. 500+
PI
STA. 524+94
PI
STA. 527+88
PI
STA. 529+34
PI
STA. 533+61PI
S T
A
PI
STA. 400+97
PI
STA. 409+42
PI
STA. 417+58
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+72
PI
STA. 422+99
PI
STA. 423+77
PI
STA. 426+80
PI
STA. 432+88PI
STA. 437+77
PI
S T
A
PI
STA. 636+27PI
S T
A
PI
STA. 621+62
PI
STA. 624+14
PI
STA. 627+22
PI
STA. 630+28
PI
STA. 631+76
PI
STA. 636+29PI
STA.
9+1
3PI
S T
A
PI
NORTH
PLAN
0 2000'1000'
S T
A
.2
S
E E E
/S -1
M A
T C
H L
IN
E W
A L L
NORTH
PLAN
20' 40'0
IS-1 IS-2 IS-3 IS-4 IS-5
TUS-13
TUS-14
S T
A
.5
E X
P J
T
S
A
.2
E X
P
STA 611+17.21
EXP JT
E X
P J
T S
T A
.2
STA 610+55.21
EXP JT
S T
A
.5
E X
P
A
.5
E X
P
A
.5
E X
P
A
.5
E X
P
S-112
TLS-11 TLS-12 TLS-13 TLS-14 TLS-15 TLS-16
PANELS, CENTERED IN PIPE PILE. ANGLE THE PANELS AS INDICATED.
AT PI MONOLITH TUS-14, PROVIDE 6'-0" WIDE x 17'-0" LONG DMM3.
ARE PERPENDICULAR TO THE HIGH WALL BASELINE, SEE S-554 FOR DETAILS.
UNLESS NOTED OTHERWISE, PIPE PILES, GRADE BEAMS, AND DMM PANELS 2.
PREPARATORY MEETING FOR THIS DEFINABLE FEATURE OF WORK (DFOW).
ADDRESSED, IN ADVANCE OF THE CONTRACTOR CONDUCTING THE
SHAFTS SHALL BE CONDUCTED, AND ANY COMMENTS GENERATED
THE PRE-CONSTRUCTION CONFERENCE FOR DRILLED CONCRETE PIERS AND 1.
GENERAL NOTES
S T
A
.9
S T
A
.9
S T
A
. 9
S T
A
. 9
S T
A
. 9
S T
A
. 9
S T
A
.9
S T
A
.9
S T
A
.9
S T
A
.9
S T
A
.9
S T
A
.9
S T
A
.9
S T
A
.9
S T
A
. 9
S T
A
.9
S T
A
.2
STA 610+08.21
STA 610+28.21
STA 610+48.21
STA 610+66.21
STA 610+86.21
STA 611+06.21
S T
A
.2
S T
A
.4
E X
P J
T
S T
A
.9
E X
P J
T
S T
A
. 9
E X
P J
T
S T
A
. 9
E X
P J
T
S T
A
.9
E X
P J
T
S T
A
.9
E X
P J
T
S T
A
.2
S T
A
.2
S T
A
.2
S-303
A1
S-303
A1
S-306
E1
S-306
E1
S-303
E1
S-303
E1
510+00 511+00 512+00 513+00
612+00 613+00 614+00 615+00
S-113
%PRODUCTION DATA 1%
B9
PIPE PILE PLAN TUS-15 THRU TUS-20
UNDER TUS MONOLITHS
36" DIAMETER PIPE PILES
GRADE BEAM BELOW, TYP
TOP OF CASING EL ±474.00
60" DIA BURIED SANITARY SEWER LINE,
DMM PANEL, TYP
(TRANSITION ZONE), TYP
6'-0" DIAMETER DMM COLUMNS
TEST COLUMNS
TRANSITION ZONE
PILES
SACRIFICIAL TEST
PILES
SACRIFICIAL TEST
NZ-14 SHEET PILE CUTOFF
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
STA. 400+97
PI
STA. 409+48
PI
STA. 417+72
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+71
PI
STA. 422+99
PI
STA. 423+69
PI
STA. 426+70
PI
STA. 432+88PI
STA. 437+76
PI
S
TA
. 500+
PI
STA. 524+94
PI
STA. 527+88
PI
STA. 529+34
PI
STA. 533+61PI
S T
A
PI
STA. 400+97
PI
STA. 409+42
PI
STA. 417+58
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+72
PI
STA. 422+99
PI
STA. 423+77
PI
STA. 426+80
PI
STA. 432+88PI
STA. 437+77
PI
S T
A
PI
STA. 636+27PI
S T
A
PI
STA. 621+62
PI
STA. 624+14
PI
STA. 627+22
PI
STA. 630+28
PI
STA. 631+76
PI
STA. 636+29PI
STA.
9+1
3PI
S T
A
PI
S T
A
.4
E X
P J
T
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.3
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.4
E X
P J
T
S T
A
.4
E X
P J
T
S T
A
.4
E X
P J
T
S T
A
.4
E X
P J
T
S T
A
.4
E X
P J
T
S T
A
.4
E X
P J
T
ARE SHOWN ON S-602.
32 13.00. TYPICAL INSTRUMENTATION DETAILS FOR SACRIFICIAL TEST PILES
TRANSITION ZONE TEST COLUMNS IN ACCORDANCE WITH SPECIFICATION 31
CONSTRUCT SACRIFICIAL TEST PANELS, SACRIFICIAL TEST PILES, AND 5.
ARE PERPENDICULAR TO THE HIGH WALL BASELINE, SEE S-554 FOR DETAILS.
UNLESS NOTED OTHERWISE, PIPE PILES, GRADE BEAMS, AND DMM PANELS 4.
PIPE PILES WITHIN 5'-0" OF UTILITIES.
FIELD VERIFY UTILITY LOCATIONS AND DEPTHS. DO NOT INSTALL DMM AND 3.
SHAFT REINFORCEMENT.
AFTER REMOVAL OF SOIL, PEA GRAVEL, PVC PIPE, AND CAP OVER DRILLED
INSPECTION OF EXISTING DRILLED SHAFT CONCRETE AND REINFORCEMENT
REINFORCEMENT. PROVIDE AT LEAST 14-DAY NOTICE FOR JOINT USACE
INSPECT CONDITION OF EXISTING DRILLED SHAFT CONCRETE AND
DRILLED SHAFT REINFORCEMENT, NOTIFY CONTRACTING OFFICER TO
AFTER REMOVING REMOVE SOIL, PEA GRAVEL, PVC PIPE, AND CAP OVER 2.
PREPARATORY MEETING FOR THIS DEFINABLE FEATURE OF WORK (DFOW).
ADDRESSED, IN ADVANCE OF THE CONTRACTOR CONDUCTING THE
SHAFTS SHALL BE CONDUCTED, AND ANY COMMENTS GENERATED
THE PRE-CONSTRUCTION CONFERENCE FOR DRILLED CONCRETE PIERS AND 1.
GENERAL NOTES
NORTH
PLAN
0 2000'1000'
NORTH
PLAN
20' 40'0
TUS-15 TUS-16 TUS-17 TUS-18 TUS-19
TUS-20
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.3
E X
P J
T
S-113
TLS-17 TLS-18 TLS-19 TLS-20 TLS-21 TLS-22
S
E E A
/S -1
M A
T C
H L
IN
E W
A L L S
T A
.2
E E A
/S -1
M A
T C
H L
IN
E W
A L L S
T A
.3
S-302
A1
S-302
A1
S-302
E1
S-302
514+00 515+00 516+00 517+00
616+00 617+00 618+00 619+00
S-114
%PRODUCTION DATA 1%
B9
DRILLED SHAFT AND PIPE PILE PLAN TUS-21 THRU TUS-27
SCALE: 1"=20'
UNDER TUS MONOLITHS
36" DIAMETER PIPE PILES
VERTICAL DRILLED SHAFT, TYP
EXISTING 42" DIAMETER
BATTERED DRILLED SHAFT, TYP
EXISTING 42" DIAMETER
HENDERSON ST BRIDGE
10'-0" 17'-0" 10'-0" 10'-0" 20'-0" 20'-0" 10'-0"
GRADE BEAM BELOW, TYP
NZ-14 SHEET PILE CUTOFF
DMM PANEL, TYP
JET GROUTING UNDER BRIDGE
COLUMNS, SEE NOTE 7
JET GROUTING
ZONE), TYP
COLUMNS (TRANSITION
6'-0" DIAMETER DMM
5'-0"
T Y P
5'-0"
T Y P
SEE NOTE 5
ADJACENT TO MSE WALL,
JET GROUT COLUMNS
TWO ROWS 6-FOOT DIA.
TYP
10'-0"
TYP
10'-0"
SEE NOTE 8
TRANSMISSION TOWER,
EXISTING OVERHEAD
5'-0" 5'-0"
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
S T
A
.4
S T
A
.4
S T
A
.5
S T
A
.4
S T
A
.4
S T
A
.4
S T
A
.4
S T
A
.3
S T
A
.3
S T
A
.0
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.7
S T
A
.4
STA. 400+97
PI
STA. 409+48
PI
STA. 417+72
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+71
PI
STA. 422+99
PI
STA. 423+69
PI
STA. 426+70
PI
STA. 432+88PI
STA. 437+76
PI
S
TA
. 500+
PI
STA. 524+94
PI
STA. 527+88
PI
STA. 529+34
PI
STA. 533+61PI
S T
A
PI
STA. 400+97
PI
STA. 409+42
PI
STA. 417+58
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+72
PI
STA. 422+99
PI
STA. 423+77
PI
STA. 426+80
PI
STA. 432+88PI
STA. 437+77
PI
S T
A
PI
STA. 636+27PI
S T
A
PI
STA. 621+62
PI
STA. 624+14
PI
STA. 627+22
PI
STA. 630+28
PI
STA. 631+76
PI
STA. 636+29PI
STA.
9+1
3PI
S T
A
PI
BETWEEN JET GROUT COLUMNS AND MONOPOLE FOUNDATION.
TRANSMISSION MONOPOLE FOUNDATION. MAINTAIN 2 FEET CLEARANCE
CONFIRM LOCATION AND DIAMETER OF OVERHEAD ELECTRICAL 8.
SHAFTS.
PERPENDICULAR TO MSE WALL ARE ALIGNED WITH UPPER WALL DRILLED
WALL 1 FT FROM EDGE OF MSE WALL. JET GROUTING COLUMN PANELS
CENTER 1 ROW CONTINUOUS JET GROUTING COLUMNS PARALLEL TO MSE 7.
BRIDGE MSE WALL IN ACCORDANCE WITH SPECIFICATION 33 51 43.
CONDUCT INSTRUMENTATION AND MONITORING AT HENDERSON STREET 6.
MAXIMUM ALLOWABLE SPACING IS AS INDICATED IN THE DRAWINGS.
JET GROUTING COLUMNS IS REQUIRED WITHIN 20 FEET OF THE MSE WALLS.
ADJACENT TO THE BRIDGE MSE SIDE WALLS. A MINIMUM OF TWO ROWS OF
SUBMIT JET GROUTING AND DMM PLAN UNDERNEATH THE WALKWAYS 5.
ARE PERPENDICULAR TO THE HIGH WALL BASELINE, SEE S-554 FOR DETAILS.
UNLESS NOTED OTHERWISE, PIPE PILES, GRADE BEAMS, AND DMM PANELS 4.
PIPE PILES WITHIN 5'-0" OF UTILITIES.
FIELD VERIFY UTILITY LOCATIONS AND DEPTHS. DO NOT INSTALL DMM AND 3.
SHAFT REINFORCEMENT.
AFTER REMOVAL OF SOIL, PEA GRAVEL, PVC PIPE, AND CAP OVER DRILLED
INSPECTION OF EXISTING DRILLED SHAFT CONCRETE AND REINFORCEMENT
REINFORCEMENT. PROVIDE AT LEAST 14-DAY NOTICE FOR JOINT USACE
INSPECT CONDITION OF EXISTING DRILLED SHAFT CONCRETE AND
DRILLED SHAFT REINFORCEMENT, NOTIFY CONTRACTING OFFICER TO
AFTER REMOVING REMOVE SOIL, PEA GRAVEL, PVC PIPE, AND CAP OVER 2.
PREPARATORY MEETING FOR THIS DEFINABLE FEATURE OF WORK (DFOW).
ADDRESSED, IN ADVANCE OF THE CONTRACTOR CONDUCTING THE
SHAFTS SHALL BE CONDUCTED, AND ANY COMMENTS GENERATED
THE PRE-CONSTRUCTION CONFERENCE FOR DRILLED CONCRETE PIERS AND 1.
GENERAL NOTES
NORTH
PLAN
0 2000'1000'
NORTH
PLAN
20' 40'0
S
E E E
/S -1
M A
T C
H L
IN
E W
A L L S
T A
.3
E E E
/S -1
M A
T C
H L
IN
E W
A L L S
T A
.4
TUS-26 TUS-27
TUS-25
TUS-24
TUS-23TUS-22TUS-21
S T
A
.5
E X
P
A
.4
E X
P
S-114
T
A
.3
E X
P
A
.3
E X
P
A
.3
E X
P
A
.2
E X
P
A
.4
E X
P
A
.4
E X
P J
T
TLS-23 TLS-24
TLS-25
TLS-26 TLS-27 TLS-28 TLS-29
S T
A
.4
S T
A
.4
S T
A
.4
S T
A
.4
S T
A
.4
S T
A
.4
E X
P
A
.4
E X
P
A
.4
E X
P
A
.4
E X
P
A
.4
E X
P
A
.4
E X
P
A
.4
E X
P J
T S-301
A1
S-301
A1
S-305
E1
S-305
E1
S-302
E1
518+00
519+00 520+00
521+00
620+00
621+00 622+00
623+00
S-115
%PRODUCTION DATA 1%
B9
PIPE PILE PLAN TUS-28 THRU TUS-33
UNDER TUS MONOLITHS
36" DIAMETER PIPE PILES
CURVE OF BASELINE
SPACING ON RADIAL
PILES AT 20'-0"
'-7
'-0
'-0
'-7
(TRANSITION ZONE), TYP
6'-0" DIAMETER DMM COLUMNS
DMM PANEL, TYP
PILE CUTOFF
NZ-14 SHEET
'-7
'-0
'-0
'-7
BELOW, TYP
GRADE BEAM
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
STA. 400+97
PI
STA. 409+48
PI
STA. 417+72
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+71
PI
STA. 422+99
PI
STA. 423+69
PI
STA. 426+70
PI
STA. 432+88PI
STA. 437+76
PI
S
TA
. 500+
PI
STA. 524+94
PI
STA. 527+88
PI
STA. 529+34
PI
STA. 533+61PI
S T
A
PI
STA. 400+97
PI
STA. 409+42
PI
STA. 417+58
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+72
PI
STA. 422+99
PI
STA. 423+77
PI
STA. 426+80
PI
STA. 432+88PI
STA. 437+77
PI
S T
A
PI
STA. 636+27PI
S T
A
PI
STA. 621+62
PI
STA. 624+14
PI
STA. 627+22
PI
STA. 630+28
PI
STA. 631+76
PI
STA. 636+29PI
STA.
9+1
3PI
S T
A
PI
NORTH
PLAN
0 2000'1000'
S
E E B
/S -1
M A
T C
H L
IN
E W
A L L S
T A
.4
20' 40'0
- S E
E A
/S -1
M A
T C
H L
IN
E W
A L L S
T A
.7
ARE PERPENDICULAR TO THE HIGH WALL BASELINE, SEE S-554 FOR DETAILS.
UNLESS NOTED OTHERWISE, PIPE PILES, GRADE BEAMS, AND DMM PANELS 3.
SHAFT REINFORCEMENT.
AFTER REMOVAL OF SOIL, PEA GRAVEL, PVC PIPE, AND CAP OVER DRILLED
INSPECTION OF EXISTING DRILLED SHAFT CONCRETE AND REINFORCEMENT
REINFORCEMENT. PROVIDE AT LEAST 14-DAY NOTICE FOR JOINT USACE
INSPECT CONDITION OF EXISTING DRILLED SHAFT CONCRETE AND
DRILLED SHAFT REINFORCEMENT, NOTIFY CONTRACTING OFFICER TO
AFTER REMOVING REMOVE SOIL, PEA GRAVEL, PVC PIPE, AND CAP OVER 2.
PREPARATORY MEETING FOR THIS DEFINABLE FEATURE OF WORK (DFOW).
ADDRESSED, IN ADVANCE OF THE CONTRACTOR CONDUCTING THE
SHAFTS SHALL BE CONDUCTED, AND ANY COMMENTS GENERATED
THE PRE-CONSTRUCTION CONFERENCE FOR DRILLED CONCRETE PIERS AND 1.
GENERAL NOTES
TUS-29
TUS-30
TUS-28
TUS-31
TUS-32
TUS-33
S T
A
.4
E X
P J
T S T
A
.4
E X
P J
T
S T
A
.5
E X
P J
T
S T
A
.5
E X
P J
T
S T
A
.5
E
X P J
T
S T
A
.7
E
X P J
T
S T
A
.7
E
X P J
T
S-115
TLS-30
TLS-31
TLS-32 TLS-33
TLS-34
TLS-35
S T
A
.4
S T
A
.4
S T
A
.4
S T
A
.5
S T
A
.5
S T
A
.5
S T
A
.5
S T
A
.5
S T
A
.5
S T
A
.5
8 S T
A
.5
S T
A
.5
S T
A
.7
S T
A
.8
S T
A
.8
S T
A
.6
S T
A
.4
S T
A
.3
S T
A
.4
E X
P J
T
S T
A
.4
E X
P J
T
S T
A
.7
E X
P J
T
S T
A
.5
E
X P J
T
S T
A
.3
E
X P J
T
S T
A
.3
E
X P J
T
S T
A
.7
E
X P J
T
S-302
A1
S-302
A1
S-301
A1
S-301
A1S-302
E1
S-302
E1
S-302
E1
522+00 523+00
524+00
624+00
625+00
626+00
627+00
S-116
%PRODUCTION DATA 1%
B9
DRILLED SHAFT AND PIPE PILE PLAN TUS-34 THRU TUS-39
UNDER TUS MONOLITHS
36" DIAMETER PIPE PILES
VERTICAL DRILLED SHAFT, TYP
EXISTING 42" DIAMETER
BATTERED DRILLED SHAFT, TYP
EXISTING 42" DIAMETER WHITE SETTLEMENT RD BRIDGE
RADIAL CURVE OF BASELINE
PILES AT 20'-0" SPACING ON
GRADE BEAM BELOW, TYP
PILE CUTOFF
NZ-14 SHEET
COLUMNS (TRANSITION ZONE), TYP
6'-0" DIAMETER DMM
DMM PANEL, TYP
UNDER BRIDGE
JET GROUTING
SEE NOTE 8
TRANSMISSION TOWER,
EXISTING OVERHEAD
'-7
'-0
'-0
'-7
SEE NOTE 5
ADJACENT TO MSE WALL,
JET GROUT COLUMNS
TWO ROWS 6-FOOT DIA.
5'-0"
T Y
P '-0
5'-0"
TYP
10'-0"
TYP
10'-0
5'-0"
5'-0"
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
STA. 400+97
PI
STA. 409+48
PI
STA. 417+72
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+71
PI
STA. 422+99
PI
STA. 423+69
PI
STA. 426+70
PI
STA. 432+88PI
STA. 437+76
PI
S
TA
. 500+
PI
STA. 524+94
PI
STA. 527+88
PI
STA. 529+34
PI
STA. 533+61PI
S T
A
PI
STA. 400+97
PI
STA. 409+42
PI
STA. 417+58
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+72
PI
STA. 422+99
PI
STA. 423+77
PI
STA. 426+80
PI
STA. 432+88PI
STA. 437+77
PI
S T
A
PI
STA. 636+27PI
S T
A
PI
STA. 621+62
PI
STA. 624+14
PI
STA. 627+22
PI
STA. 630+28
PI
STA. 631+76
PI
STA. 636+29PI
STA.
9+1
3PI
S T
A
PI
NORTH
PLAN
0 2000'1000'
NORTH
PLAN
20' 40'0
S
E E E
/S -1
M A
T C
H L
IN
E W
A L L S
T A
.7
- S E
E E
/S -1
M A
T C
H L
IN
E W
A L L S
T A
BETWEEN JET GROUT COLUMNS AND MONOPOLE FOUNDATION.
TRANSMISSION MONOPOLE FOUNDATION. MAINTAIN 2 FEET CLEARANCE
CONFIRM LOCATION AND DIAMETER OF OVERHEAD ELECTRICAL 8.
SHAFTS.
PERPENDICULAR TO MSE WALL ARE ALIGNED WITH UPPER WALL DRILLED
WALL 1 FT FROM EDGE OF MSE WALL. JET GROUTING COLUMN PANELS
CENTER 1 ROW CONTINUOUS JET GROUTING COLUMNS PARALLEL TO MSE 7.
ROAD BRIDGE MSE WALL IN ACCORDANCE WITH SPECIFICATION 33 51 43.
CONDUCT INSTRUMENTATION AND MONITORING AT WHITE SETTLEMENT 6.
MAXIMUM ALLOWABLE SPACING IS AS INDICATED IN THE DRAWINGS.
JET GROUTING COLUMNS IS REQUIRED WITHIN 20 FEET OF THE MSE WALLS.
ADJACENT TO THE BRIDGE MSE SIDE WALLS. A MINIMUM OF TWO ROWS OF
SUBMIT JET GROUTING AND DMM PLAN UNDERNEATH THE WALKWAYS 5.
ARE PERPENDICULAR TO THE HIGH WALL BASELINE, SEE S-554 FOR DETAILS.
UNLESS NOTED OTHERWISE, PIPE PILES, GRADE BEAMS, AND DMM PANELS 4.
PIPE PILES WITHIN 5'-0" OF UTILITIES.
FIELD VERIFY UTILITY LOCATIONS AND DEPTHS. DO NOT INSTALL DMM AND 3.
SHAFT REINFORCEMENT.
AFTER REMOVAL OF SOIL, PEA GRAVEL, PVC PIPE, AND CAP OVER DRILLED
INSPECTION OF EXISTING DRILLED SHAFT CONCRETE AND REINFORCEMENT
REINFORCEMENT. PROVIDE AT LEAST 14-DAY NOTICE FOR JOINT USACE
INSPECT CONDITION OF EXISTING DRILLED SHAFT CONCRETE AND
DRILLED SHAFT REINFORCEMENT, NOTIFY CONTRACTING OFFICER TO
AFTER REMOVING REMOVE SOIL, PEA GRAVEL, PVC PIPE, AND CAP OVER 2.
PREPARATORY MEETING FOR THIS DEFINABLE FEATURE OF WORK (DFOW).
ADDRESSED, IN ADVANCE OF THE CONTRACTOR CONDUCTING THE
SHAFTS SHALL BE CONDUCTED, AND ANY COMMENTS GENERATED
THE PRE-CONSTRUCTION CONFERENCE FOR DRILLED CONCRETE PIERS AND 1.
GENERAL NOTES
TUS-35
TUS-36 TUS-37
TUS-38
TUS-39
S T
A
.8
E
X P J
T
TUS-34
S T
A
.7
E X
P J
T
S T
A
.7
E X
P J
T
S T
A
.0
E X
P J
T
S T
A
.6
E X
P J
T
S T
A
.3
E
X P J
T
S T
A
.2
E
X P J
T
S-116
TLS-36
TLS-37
TLS-38
TLS-39
TLS-40
TLS-41
S T
A
.7
S T
A
.9
S T
A
.1
S T
A
.5
S T
A
.0
S
T A
.1
S T
A
.0
S T
A
.9
S T
A
.5
S T
A
.0
S T
A
.1
S T
A
.6
S T
A
.1
S T
A
.8
E
X P J
T
S T
A
.8
S T
A
.0
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.2
S T
A
.5
E
X P J
T
S T
A
.5
E
X P J
T
S T
A
.6
E
X P J
T
S T
A
.3
E X
P J
T
S T
A
.0
E X
P J
T
S T
A
.7
E X
P J
T
S-305
A1
S-305
A1
S-302
E1
S-302
E1
S-301
A1
S-301
525+00 526+00 527+00 528+00
628+00 629+00 630+00
631+00
529+00 530+00 531+00 532+00
632+00
633+00 634+00 635+00
S-117
PKG1
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
B9
PIPE PILE PLAN TUS-40 THRU TUS-46
A1
SCALE: 1"=20'
PIPE PILE PLAN TUS-47 THRU TUS-52
UNDER TUS MONOLITHS
36" DIAMETER PIPE PILES
UNDER TUS MONOLITHS
36" DIAMETER PIPE PILES
RADIAL CURVE OF BASELINE
PILES AT 20'-0" SPACING ON
BELOW, TYP
GRADE BEAM
BELOW, TYP
GRADE BEAM
TOP OF CASING EL ±472.00
60" DIA BURIED WATER MAIN,
WATER LINE
ABANDONED
TOP OF LINE EL ±468.00
6" DIA BURIED GAS LINE,
LINE, TOP OF LINE EL ±477.00
4" DIA BURIED COMMUNICATIONS
NZ-14 SHEET PILE CUTOFF
NZ-14 SHEET PILE CUTOFF
DMM PANEL, TYP
(TRANSITION ZONE), TYP
6'-0" DIAMETER DMM COLUMNS
(TRANSITION ZONE), TYP
6'-0" DIAMETER DMM COLUMNS
DMM PANEL, TYP
SACRIFICIAL TEST PANELS
TEST COLUMNS
TRANSITION ZONE
SACRIFICIAL TEST PILES
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
STA. 400+97
PI
STA. 409+48
PI
STA. 417+72
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+71
PI
STA. 422+99
PI
STA. 423+69
PI
STA. 426+70
PI
STA. 432+88PI
STA. 437+76
PI
S
TA
. 500+
PI
STA. 524+94
PI
STA. 527+88
PI
STA. 529+34
PI
STA. 533+61PI
S T
A
PI
STA. 400+97
PI
STA. 409+42
PI
STA. 417+58
PI
STA. 420+18
PI
STA. 420+56
PI
STA. 421+72
PI
STA. 422+99
PI
STA. 423+77
PI
STA. 426+80
PI
STA. 432+88PI
STA. 437+77
PI
S T
A
PI
STA. 636+27PI
S T
A
PI
STA. 621+62
PI
STA. 624+14
PI
STA. 627+22
PI
STA. 630+28
PI
STA. 631+76
PI
STA. 636+29PI
STA.
9+1
3PI
S T
A
PI
ARE SHOWN ON S-602.
32 13.00. TYPICAL INSTRUMENTATION DETAILS FOR SACRIFICIAL TEST PILES
TRANSITION ZONE TEST COLUMNS IN ACCORDANCE WITH SPECIFICATION 31
CONSTRUCT SACRIFICIAL TEST PANELS, SACRIFICIAL TEST PILES, AND 4.
ARE PERPENDICULAR TO THE HIGH WALL BASELINE, SEE S-554 FOR DETAILS.
UNLESS NOTED OTHERWISE, PIPE PILES, GRADE BEAMS, AND DMM PANELS 3.
PIPE PILES WITHIN 5'-0" OF UTILITIES.
FIELD VERIFY UTILITY LOCATIONS AND DEPTHS. DO NOT INSTALL DMM AND 2.
PREPARATORY MEETING FOR THIS DEFINABLE FEATURE OF WORK (DFOW).
ADDRESSED, IN ADVANCE OF THE CONTRACTOR CONDUCTING THE
SHAFTS SHALL BE CONDUCTED, AND ANY COMMENTS GENERATED
THE PRE-CONSTRUCTION CONFERENCE FOR DRILLED CONCRETE PIERS AND 1.
GENERAL NOTES
NORTH
PLAN
0 2000'1000'
NORTH
PLAN
20' 40'0
S
E E E
/S -1
M A
T C
H L
IN
E W
A L L S
T A
E E A
/S -1
M A
T C
H L
IN
E W
A L L S
T A
20' 40'0
S
E E E
/S -1
M A
T C
H L
IN
E W
A L L S
T A
TUS-40 TUS-41
TUS-42 TUS-43
TUS-44
TUS-45
TUS-46
TUS-47
TUS-48 TUS-49 TUS-50 TUS-51 TUS-52
S T
A
.2
E X
P J
T
S T
A
.0
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.2
E X
P J
T
S T
A
.5
E
X P J
T
S T
A
.3
E X
P J
T
S T
A
.3
E X
P J
T
S T
A
.3
E X
P J
T
S T
A
.3
E X
P J
T
S-117
TLS-42 TLS-43 TLS-44 TLS-45 TLS-46
TLS-47
TLS-48
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.0
S T
A
.6
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.2
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.5
S T
A
.8
E X
P J
T
S T
A
.9
E X
P J
T
S T
A
.9
E X
P J
T
S T
A
.9
E X
P J
T
S T
A
.9
E X
P J
T
S T
A
.1
E X
P J
T
S T
A
.1
E X
P J
T
S T
A
.1
E X
P J
T
TLS-49 TLS-50 TLS-51 TLS-52 TLS-53 TLS-54
S T
A
.1
E X
P J
T
S T
A
.2
E
X P J
T
S T
A
.2
E
X P J
T
S T
A
.2
E
X P J
T
S T
A
.2
E
X P J
T
S T
A
.2
E
X P J
T
S T
A
.2
E
X P J
T
S-302
A1
S-302
A1
S-302
E1
S-302
E1
S-301
E1
S-301
E1
S-301
A1
S-301
A1
S-302
E1
S-302
E1
S-301
E1
%PRODUCTION DATA 1%
E1
SCALE: 1"=10'
MONOLITHS TUS-46, TUS-47 (TYPICAL SINGLE FRONT RAMP AND STAIRS SECTION)
14'-0"
4'-0"
3" STABILIZATION SLAB
SCHEDULE ON S-602
AND DMM, SEE PILE
BOTTOM OF PIPE PILE
SELECT COMMON FILL
COMMON FILL AND
GEOTEXTILE SEPARATING
SAFE EXCAVATION LIMIT
EXISTING GROUND
COMMON FILL
SELECT COMMON FILL
FOR UPPER PROMENADE
SEE CIVIL DRAWINGS
3'-0" TYP
1'-10"
24'-0"
25'-0"
11'-0"
RIPRAP, SEE CIVIL DRAWINGS
FLAP VALVE
DRAINAGE AGGREGATE WRAPPED IN GEOTEXTILE
±11'-0"
CONCRETE FILL AT TOP OF PIPE
PILES BEYOND WITH 5'-0"
2 ROWS OF 36" PIPE
3" STABILIZATION SLAB
4'-0"
16'-0" 6'-0"
2'-0"
20'-0"
3" STABILIZATION SLAB
4'-0"
1'-10"
27'-2"
1'-10"
13'-2"24'-0"
25'-0"
SELECT COMMON FILL
COMMON FILL
EXISTING GROUND
SAFE EXCAVATION LIMIT
SELECT COMMON FILL
COMMON FILL AND
GEOTEXTILE SEPARATING
11'-0"
10"
3'-0" TYP
RIPRAP, SEE CIVIL DRAWINGS
FLAP VALVE
DRAINAGE AGGREGATE WRAPPED IN GEOTEXTILE
SEE CIVIL DRAWINGS FOR LOWER PROMENADE
3" STABILIZATION SLAB
2'-0"
4'-0"
16'-0"±11'-0" 6'-0"
2'-0"
2'-0"2'-0"
10'-0"
AT PILES
GRADE BEAM BEYOND
SEE CIVIL DRAWINGS FOR FALL PROTECTION
PROVIDE SLEEVE FOR FENCE POST AT 6'-0" OC, SEE D1/S-503
GRAB RAIL, SEE D3/S-503 STOP 1'-0" EACH SIDE OF FLAP VALVE
BEYOND AT PILES
GRADE BEAM
2'-0" 2'-0"10'-0"
GRAB RAIL, SEE D3/S-503 STOP 1'-0" EACH SIDE OF FLAP VALVE
PROVIDE SLEEVE FOR FENCE POST AT 6'-0" OC, SEE D1/S-503
SEE CIVIL DRAWINGS FOR FALL PROTECTION
5'-0"
CUTOFF TIP EL 516.00
NZ-14 SHEET PILE
4'-0"6'-0"
ON TUS-49
OF PILES WHERE INDICATED
OF PIPE. PROVIDE 4 ROWS
5'-0" CONCRETE FILL AT TOP
3 ROWS OF 36" PIPE PILES WITH
4'-0"6'-0"
FOR UPPER PROMENADE
SEE CIVIL DRAWINGS
CUTOFF TIP EL 516.00
NZ-14 SHEET PILE
5'-0"
DDM TRANSITION ZONE COLUMN
DDM TRANSITION ZONE COLUMN
A1
SCALE: 1"=10'
MONOLITHS TUS-21 THRU TUS-23, TUS-33 THRU TUS-35, TUS-48 THRU TUS-50 (TYPICAL DOUBLE RAMP AND STAIRS SECTION)
SCHEDULE ON S-602
AND DMM, SEE PILE
BOTTOM OF PIPE PILE
PIPE
COLLECTOR
GEOTEXTILE
WRAPPED IN
AGGREGATE
DRAINAGE
20'-0"
FACADE WALL
WHERE INDICATED
FACADE WALL
METAL SCREEN OR
SEE CIVIL DRAWINGS FOR LOWER PROMENADEGUARDRAIL
2'-0"
BASELINE
HIGH WALL
COLUMN
HP EL VARIES
HP EL VARIES
WALL WHERE INDICATED
METAL SCREEN OR FACADE
WRAPPED IN GEOTEXTILE
DRAINAGE AGGREGATE
WALL
MIDDLE
FACADE WALL
SEE ELEVATIONS
GUARDRAIL WHERE INDICATED,
PIPE
COLLECTOR
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
CAST LAND SIDE EDGE OF BASE SLAB DIRECTLY AGAINST SHEET PILE.7.
DIMENSIONS, JOINT INFORMATION, REINFORCING, AND ANCHORAGE.
SEE DETAILS E8 AND F9 ON S-552 FOR PRECAST CAP DETAILS, INCLUDING 6.
REMOVED, GRIND REMNANTS OF TACK WELD SMOOTH.
POST TO SLEEVE COLLAR. ONE TACK WELD PER POST. WHEN FENCE POST IS
AFTER INSTALLATION OF FENCE POST INTO SLEEVE, TACK WELD FENCE 5.
ACCORDANCE WITH SPECIFICATION 31 32 13.00.
SEE D3/S-554 FOR PIPE PILES AND DMM PLAN DETAILS. INSTALL DMM IN 4.
LIMITS OF THE SELECT COMMON FILL ARE MINIMUM. 3.
THE LOW WALL AT A TYPICAL 30' SPACING.
LOCATIONS. EXTEND WALL DRAIN PIPE BEHIND THE LOW WALL THROUGH
SYSTEM. SEE CIVIL DRAWINGS FOR PIPE INFORMATION AND CONNECTION
CONNECT WALL DRAIN PIPE BEHIND THE HIGH WALL TO STORM SEWER 2.
SEE S-112 THRU S-116 FOR PIPE PILE LOCATION AND SPACING.1.
GENERAL NOTES
10' 20'0
TOP OF WALL EL SEE PROFILES
UPPER WALKWAY EL SEE PROFILES
BOTTOM OF SLAB EL 513.00
EL VARIES, SEE CIVIL DRAWINGS
BOTTOM OF CHANNEL
NORMAL POOL EL 525.00
BOTTOM OF SLAB EL 526.00
INVERT EL 525.50 SEE CIVIL FOR LOCATION
LOWER WALKWAY EL 530.00
L O
W W
A L L B
A S
E L
IN
E
SLOPE
10' 20'0
BOTTOM OF SLAB EL 513.00
LOWER WALKWAY EL 530.00
H
IG
H W
A L L B
A S
E L
IN
E
TOP OF WALL EL SEE PROFILES
UPPER WALKWAY EL SEE PROFILES
EL VARIES, SEE CIVIL DRAWINGS
BOTTOM OF CHANNEL
NORMAL POOL EL 525.00
INVERT EL 525.50 SEE CIVIL FOR LOCATION
BOTTOM OF SLAB EL, SEE PROFILES
L O
W W
A L L B
A S
E L
IN
E
INDICATED
WHERE
SLOPE
AND DOORS WITH FENCING AND GATES.
GUARDRAILS AND HANDRAILS, AND REPLACE STAINLESS STEEL SCREENS
REPLACE STAINLESS STEEL GUARDRAILS AND HANDRAILS WITH GALVANIZED
IF CONSTRUCTION OPTION 9 (STORAGE AND RAILING) IS NOT AWARDED, 9.
OPTIONS
S-333
A1
S-333
A1
S-333
A1
S-333
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
4'-0"
3" STABILIZATION SLAB BEYOND
SCHEDULE ON S-602
AND DMM, SEE PILE
BOTTOM OF PIPE PILE
EXISTING GROUND
SAFE EXCAVATION LIMIT
COMMON FILL
SELECT COMMON FILL
25'-0"
24'-0"
3'-0" TYP
AND SELECT COMMON FILL
COMMON FILL
GEOTEXTILE SEPARATING
17'-2"
1'-10"
13'-2"
RIPRAP, SEE CIVIL DRAWINGS
3" STABILIZATION SLAB
FLAP VALVE
DRAINAGE AGGREGATE WRAPPED IN GEOTEXTILE
SEE CIVIL DRAWINGS FOR LOWER PROMENADE
±21'-0"
2'-0"
4'-0"
16'-0" 6'-0"
1'-10"
2'-0"
1'-10"
TYP
3'-0"
24'-0"
25'-0" 4'-0" 16'-0" 6'-0"
20'-0"
FLAP VALVE
DRAINAGE AGGREGATE WRAPPED IN GEOTEXTILE
WRAPPED IN GEOTEXTILE
DRAINAGE AGGREGATE
COLLECTOR PIPE
COMMON FILL
SELECT COMMON FILL
EXISTING GROUND
SAFE EXCAVATION LIMIT
SELECT COMMON FILL
COMMON FILL AND
GEOTEXTILE SEPARATING
3" STABILIZATION SLAB
4'-0"
RIPRAP, SEE CIVIL DRAWINGS
3" STABILIZATION SLAB
5'-0"
FILL AT TOP OF PIPE
WITH 5'-0" CONCRETE
2 ROWS OF 36" PIPE PILES
A1
SCALE: 1"=10'
MONOLITHS TUS-14 THRU TUS-19, TUS-29 THRU TUS-31, TUS-42 THRU TUS-45
2'-0"
2'-0"
GRAB RAIL, SEE D3/S-503 STOP 1'-0" EACH SIDE OF FLAP VALVE
2'-0"
10'-0"
2'-0"
GRAB RAIL, SEE D3/S-503 STOP 1'-0" EACH SIDE OF FLAP VALVE
10'-0"6'-0" 4'-0"
FOR UPPER PROMENADE
SEE CIVIL DRAWINGS
4'-0"6'-0"
FOR UPPER PROMENADE
SEE CIVIL DRAWINGS
±21'-0"
2'-0"
SELECT COMMON FILL
DDM TRANSITION ZONE COLUMN
SELECT COMMON FILL
ZONE COLUMN
DDM TRANSITION
E1
SCALE: 1"=10'
MONOLITHS TUS-20, TUS-26 THRU TUS-28, TUS-32, TUS-38 THRU TUS-41, TUS-51 THRU TUS-52 (TYPICAL SINGLE BACK RAMP AND STAIRS SECTION)
SCHEDULE ON S-602
AND DMM, SEE PILE
BOTTOM OF PIPE PILE
20'-0"
WRAPPED IN GEOTEXTILE
DRAINAGE AGGREGATE
COLLECTOR PIPE
MIDDLE WALL
5'-0" CONCRETE FILL AT TOP OF PIPE
3 ROWS OF 36" PIPE PILES WITH
HP EL VARIES
4'-0"
FOR LOWER PROMENADE
SEE CIVIL DRAWINGS
2'-0"
TIP EL 516.00
NZ-14 SHEET PILE CUTOFF
SEE CIVIL DRAWINGS FOR FALL PROTECTION
PROVIDE SLEEVE FOR FENCE POST AT 6'-0" OC, SEE D1/S-503
BEYOND AT PILES
GRADE BEAM
SEE CIVIL DRAWINGS FOR FALL PROTECTION
PROVIDE SLEEVE FOR FENCE POST AT 6'-0" OC, SEE D1/S-503
CUTOFF TIP EL 516.00
NZ-14 SHEET PILE
BEYOND AT PILES
GRADE BEAM
EL VARIES
SLAB UNDER RAMP
SHEET ID
A
B
C
D
E
F
G
1 98765432
10' 20'0
H
IG
H W
A L L B
A S
E L
IN
E
TOP OF WALL EL SEE PROFILES
UPPER WALKWAY EL SEE PROFILES
BOTTOM OF SLAB EL 513.00
EL VARIES, SEE CIVIL DRAWINGS
BOTTOM OF CHANNEL
NORMAL POOL EL 525.00
LOWER WALKWAY EL 530.00
INVERT EL 525.50 SEE CIVIL FOR LOCATION
BOTTOM OF SLAB EL, SEE PROFILES
L O
W W
A L L B
A S
E L
IN
E
CAST LAND SIDE EDGE OF BASE SLAB DIRECTLY AGAINST SHEET PILE.7.
DIMENSIONS, JOINT INFORMATION, REINFORCING, AND ANCHORAGE.
SEE DETAILS E8 AND F9 ON S-552 FOR PRECAST CAP DETAILS, INCLUDING 6.
REMOVED, GRIND REMNANTS OF TACK WELD SMOOTH.
POST TO SLEEVE COLLAR. ONE TACK WELD PER POST. WHEN FENCE POST IS
AFTER INSTALLATION OF FENCE POST INTO SLEEVE, TACK WELD FENCE 5.
ACCORDANCE WITH SPECIFICATION 31 32 13.00.
SEE D3/S-554 FOR PIPE PILES AND DMM PLAN DETAILS. INSTALL DMM IN 4.
LIMITS OF THE SELECT COMMON FILL ARE MINIMUM. 3.
THE LOW WALL AT A TYPICAL 30' SPACING.
LOCATIONS. EXTEND WALL DRAIN PIPE BEHIND THE LOW WALL THROUGH
SYSTEM. SEE CIVIL DRAWINGS FOR PIPE INFORMATION AND CONNECTION
CONNECT WALL DRAIN PIPE BEHIND THE HIGH WALL TO STORM SEWER 2.
SEE S-112 THRU S-116 FOR PIPE PILE LOCATION AND SPACING.1.
GENERAL NOTES
10' 20'0
NORMAL POOL EL 525.00
LOWER WALKWAY EL 530.00
INVERT EL 525.50 SEE CIVIL FOR LOCATION
H
IG
H W
A L L B
A S
E L
IN
E
L O
W W
A L L B
A S
E L
IN
E
BOTTOM OF SLAB EL 513.00
TOP OF WALL EL SEE PROFILES
UPPER WALKWAY EL SEE PROFILES
BOTTOM OF SLAB EL, SEE PROFILES
EL VARIES, SEE CIVIL DRAWINGS
BOTTOM OF CHANNEL
S-333
A1
S-333
A1
S-333
A1
S-303
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...\121519\...\283066\...\CC101701_COE_PKG1_S-303.dgn
16'-0"
4'-0"
6'-0"
SELECT COMMON FILL
5'-0"
TOR EL VARIES
RIPRAP, SEE CIVIL DRAWINGS
FLAP VALVE
DRAINAGE AGGREGATE WRAPPED IN GEOTEXTILE
4'-0"20'-0"
3" STABILIZATION SLAB
SCHEDULE ON S-602
AND DMM, SEE PILE
BOTTOM OF PIPE PILE
EXISTING GROUND
SAFE EXCAVATION LIMIT
COMMON FILL
SELECT COMMON FILL
25'-0"
24'-0"
SEE CIVIL DRAWINGS FOR UPPER PROMENADE
3'-0" TYP
AT TOP OF PIPE
WITH 5'-0" CONCRETE FILL
2 ROWS OF 36" PIPE PILES
SELECT COMMON FILL
COMMON FILL AND
GEOTEXTILE SEPARATING
4'-0"
1'-10"
3" STABILIZATION SLAB
2'-0"
2'-0"
E1
SCALE: 1"=10'
MONOLITHS TUS-12 THRU TUS-14 (SOUTH PROMENADE PARK)
4'-0" 2'-0"
A1
SCALE: 1"=10'
MONOLITHS IS-2 THRU IS-5 (SOUTH PROMENADE PARK)
FINISHED GRADE
SEE CIVIL FOR
16'-0"
4'-0"
6'-0"
SELECT COMMON FILL
5'-0"
RIPRAP, SEE CIVIL DRAWINGS
FLAP VALVE
DRAINAGE AGGREGATE WRAPPED IN GEOTEXTILE
3" STABILIZATION SLAB
2'-0"
2'-0"
25'-0"
1'-10"
EXISTING GROUND
3" STABILIZATION SLAB
PZ-22 SHEET PILE
2'-0"
SEE CIVIL DRAWINGS FOR FALL PROTECTION
PROVIDE SLEEVE FOR FENCE POST AT 6'-0" OC, SEE D1/S-503
GRAB RAIL, SEE D3/S-503 STOP 1'-0" EACH SIDE OF FLAP VALVE
GRADE BEAM BEYOND AT PILES
NZ-14 SHEET PILE CUTOFF
SEE CIVIL DRAWINGS FOR FALL PROTECTION
PROVIDE SLEEVE FOR FENCE POST AT 6'-0" OC, SEE D1/S-503
GRAB RAIL, SEE D3/S-503 STOP 1'-0" EACH SIDE OF FLAP VALVE
2'-0"
LEVEE FILL
2'-0"
2'-0"
SEE CIVIL DRAWINGS FOR LOWER PROMENADE
LEVEE FILL
SEE CIVIL DRAWINGS FOR UPPER PROMENADE
SEE CIVIL DRAWINGS FOR LOWER PROMENADE
35'-0"
SCHEDULE ON S-602
AND DMM, SEE PILE
BOTTOM OF PIPE PILE
WRAPPED IN GEOTEXTILE
DRAINAGE AGGREGATE
COLLECTOR PIPE
35'-0"
SHEET ID
A
B
C
D
E
F
G
1 98765432
CAST LAND SIDE EDGE OF BASE SLAB DIRECTLY AGAINST SHEET PILE.7.
DIMENSIONS, JOINT INFORMATION, REINFORCING, AND ANCHORAGE.
SEE DETAILS E8 AND F9 ON S-552 FOR PRECAST CAP DETAILS, INCLUDING 6.
REMOVED, GRIND REMNANTS OF TACK WELD SMOOTH.
POST TO SLEEVE COLLAR. ONE TACK WELD PER POST. WHEN FENCE POST IS
AFTER INSTALLATION OF FENCE POST INTO SLEEVE, TACK WELD FENCE 5.
ACCORDANCE WITH SPECIFICATION 31 32 13.00.
SEE D3/S-554 FOR PIPE PILES AND DMM PLAN DETAILS. INSTALL DMM IN 4.
LIMITS OF THE SELECT COMMON FILL ARE MINIMUM. 3.
THE LOW WALL AT A TYPICAL 30' SPACING.
LOCATIONS. EXTEND WALL DRAIN PIPE BEHIND THE LOW WALL THROUGH
SYSTEM. SEE CIVIL DRAWINGS FOR PIPE INFORMATION AND CONNECTION
CONNECT WALL DRAIN PIPE BEHIND THE HIGH WALL TO STORM SEWER 2.
SEE S-112 THRU S-116 FOR PIPE PILE LOCATION AND SPACING.1.
GENERAL NOTES
L O
W W
A L
L B
A S
E L
IN
E
NORMAL POOL EL 525.00
LOWER WALKWAY EL 530.00
INVERT EL 525.50 SEE CIVIL FOR LOCATION
BOTTOM OF SLAB EL, SEE PROFILES
TOP OF SLAB EL, SEE PROFILES
B A
S E
L
IN
E
H
IG
H W
A L
L
TOP OF WALL EL SEE PROFILES
UPPER WALKWAY EL SEE PROFILES
BOTTOM OF SLAB EL 513.00
EL VARIES, SEE CIVIL DRAWINGS
BOTTOM OF CHANNEL
10' 20'0
10' 20'0
L O
W W
A L
L B
A S
E L
IN
E
NORMAL POOL EL 525.00
LOWER WALKWAY EL 530.00
INVERT EL 525.50 SEE CIVIL FOR LOCATION
BOTTOM OF SLAB EL 513.00
EL VARIES, SEE CIVIL DRAWINGS
BOTTOM OF CHANNEL
B A
S E
L
IN
E
H
IG
H W
A L
L
TOP OF WALL EL 556.00
UPPER WALKWAY EL SEE PROFILES
BOTTOM OF CONCRETE EL 547.00
BOTTOM OF SHEET PILE EL 532.00
S-333
A1
S-305
PKG1
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
E1
SCALE: 1"=10'
MONOLITHS TUS-24 THRU TUS-25 (HENDERSON ST BRIDGE)
TOR EL VARIES
AND SELECT COMMON FILL
CONTINUOUS JET GROUT
GEOTEXTILE SEPARATING
3" STABILIZATION SLAB
45'-0"2'-0"
RIPRAP, SEE CIVIL DRAWINGS
3" STABILIZATION SLAB
FLAP VALVE
DRAINAGE AGGREGATE WRAPPED IN GEOTEXTILE
4'-0"
3'-0" TYP
11'-0"
±18'-3" (VERIFY IN FIELD)
1'-10"
34'-0" ±4'-2" 16'-0" 6'-0"
SAFE EXCAVATION LIMIT
SELECT COMMON FILL
EXISTING GROUND
EXISTING BRIDGE ABUTMENT
EXISTING HENDERSON ST BRIDGE
4'-0"7'-0" 5'-0"
EL 554.29 (VERIFY IN FIELD)
BRIDGE LOW CHORD
EL ±555.33 (VERIFY IN FIELD)
BRIDGE UNDERSIDE ABOVE WALL
TOR EL VARIES
AND SELECT COMMON FILL
CONTINUOUS JET GROUT
GEOTEXTILE SEPARATING
3" STABILIZATION SLAB
45'-0"2'-0"
RIPRAP, SEE CIVIL DRAWINGS
3" STABILIZATION SLAB
FLAP VALVE
DRAINAGE AGGREGATE WRAPPED IN GEOTEXTILE
4'-0"
3'-0" TYP
11'-0"
±21'-0" TO 32'-0" (VERIFY IN FIELD)
1'-10"
34'-0" ±4'-2" 16'-0" 6'-0"
SAFE EXCAVATION LIMIT
SELECT COMMON FILL
EXISTING GROUND
EXISTING BRIDGE ABUTMENT
EXISTING WHITE SETTLEMENT RD BRIDGE
4'-0"7'-0" 5'-0"
EL 556.17 (VERIFY IN FIELD)
BRIDGE LOW CHORD
EL ±558.00 (VERIFY IN FIELD)
BRIDGE UNDERSIDE ABOVE WALL
A1
SCALE: 1"=10'
MONOLITHS TUS-36 THRU TUS-37 (WHITE SETTLEMENT RD BRIDGE)
LOW WALL BASELINE
SEE CIVIL DRAWINGS FOR FALL PROTECTION
PROVIDE SLEEVE FOR FENCE POST AT 6'-0" OC, SEE D1/S-503
GRAB RAIL, SEE D3/S-503 STOP 1'-0" EACH SIDE OF FLAP VALVE
EXISTING 48" DIA DRILLED SHAFT
EXISTING MSE WALL
GRAB RAIL, SEE D3/S-503 STOP 1'-0" EACH SIDE OF FLAP VALVE
PROVIDE SLEEVE FOR FENCE POST AT 6'-0" OC, SEE D1/S-503
SEE CIVIL DRAWINGS FOR FALL PROTECTION
G A
P
DRILLED SHAFT
EXISTING 48" DIA
EXISTING MSE WALL
FENCE
METAL
GATE
METAL FENCE GATE
G A
P
FOR UPPER PROMENADE
SEE CIVIL DRAWINGS
HIGH WALL BASELINE
FOR UPPER PROMENADE
SEE CIVIL DRAWINGS
SELECT COMMON FILL
SELECT COMMON FILL
JET GROUT, BOTTOM EL 491.00
JET GROUT, SEE NOTE 7
JET GROUT, SEE NOTE 7
JET GROUT BOTTOM EL 491.00
M
IN
MIN 4'-0"
M
IN
MIN 4'-0"
2'-0"
WRAPPED IN GEOTEXTILE
DRAINAGE AGGREGATE
PIPE
COLLECTOR
SEATING
TERRACED
2'-0"
WRAPPED IN GEOTEXTILE
DRAINAGE AGGREGATE
PIPE
COLLECTOR
SEATING
TERRACED
2'-0"2'-0"
TIP EL 516.00
NZ-14 SHEET PILE CUTOFF
2'-0"2'-0"
SEE D1/S-401
WEEP HOLE,
SEE D1/S-401
WEEP HOLE,
FOR LOWER PROMENADE
SEE CIVIL DRAWINGS
15'-0" x 15'-0" CLEARANCE OUTLINE
15'-0" x 15'-0" CLEARANCE OUTLINE
FOR LOWER PROMENADE
SEE CIVIL DRAWINGS
TIP EL 516.00
NZ-14 SHEET PILE CUTOFF
SHEET ID
A
B
C
D
E
F
G
1 98765432
10' 20'0
NORMAL POOL EL 525.00
LOWER WALKWAY EL 530.00
INVERT EL 525.50 SEE CIVIL FOR LOCATION
BOTTOM OF SLAB EL, SEE PROFILES
BOTTOM OF SLAB EL 513.00
TOP OF WALL EL SEE PROFILES
UPPER WALKWAY EL SEE PROFILES
AND 31 43 13.13.
FOR CORRECTIVE ACTION IN ACCORDANCE WITH SPECIFICATIONS 31 00 00
PROVIDE ALTERNATIVE PLAN FOR JACKING MSE WALL AGAINST UPPER WALL 9.
WALL IN ACCORDANCE WITH SPECIFICATION 31 43 13.13.
PROVIDE INSTRUMENATION AND MONITORING OF THE BRIDGE AND MSE 8.
FOUNDATION.
THE BRIDGE MSE WALL 1'-0" FROM THE BRIDGE MSE WALL AND MSE WALL
EXISTING GRADE TO EL 491.00. CENTER JET GROUT COLUMNS ADJACENT TO
CONSTRUCT JET GROUTING ADJACENT TO THE BRIDGE ABUTMENTS FROM 7.
DIMENSIONS, JOINT INFORMATION, REINFORCING, AND ANCHORAGE.
SEE DETAILS E8 AND F9 ON S-552 FOR PRECAST CAP DETAILS, INCLUDING 6.
REMOVED, GRIND REMNANTS OF TACK WELD SMOOTH.
POST TO SLEEVE COLLAR. ONE TACK WELD PER POST. WHEN FENCE POST IS
AFTER INSTALLATION OF FENCE POST INTO SLEEVE, TACK WELD FENCE 5.
GROUTING IN ACCORDANCE WITH SPECIFICATION 31 43 13.13.
SEE D3/S-554 FOR PIPE PILES AND DMM PLAN DETAILS. INSTALL JET 4.
LIMITS OF THE SELECT COMMON FILL ARE MINIMUM. 3.
THE LOW WALL AT A TYPICAL 30' SPACING.
LOCATIONS. EXTEND WALL DRAIN PIPE BEHIND THE LOW WALL THROUGH
SYSTEM. SEE CIVIL DRAWINGS FOR PIPE INFORMATION AND CONNECTION
CONNECT WALL DRAIN PIPE BEHIND THE HIGH WALL TO STORM SEWER 2.
SEE S-112 THRU S-116 FOR PIPE PILE LOCATION AND SPACING.1.
GENERAL NOTES
EXISTING 42" DRILLED SHAFTS, TIP EL ±480.50
NORMAL POOL EL 525.00
LOWER WALKWAY EL 530.00
INVERT EL 525.50 SEE CIVIL FOR LOCATION
BOTTOM OF SLAB EL, SEE PROFILES
BOTTOM OF SLAB EL 513.00
H
IG
H W
A L L B
A S
E L
IN
E
L O
W W
A L L B
A S
E L
IN
E
TOP OF WALL EL SEE PROFILES
UPPER WALKWAY EL SEE PROFILES
7 EL VARIES, SEE CIVIL DRAWINGS
BOTTOM OF CHANNEL
10' 20'0
EL 526.00
FIELD VERIFY
EL 526.00
FIELD VERIFY
EL VARIES, SEE CIVIL DRAWINGS
BOTTOM OF CHANNEL
EXISTING 42" DRILLED SHAFTS, TIP EL ±481.00
| PKG 1_S112_S117_20251024 |
| PKG 1_S301_2_3_S305_20251024 |
| CC101701_COE_PKG1_S-301 |
| CC101701_COE_PKG1_S-301 |
| CC101701_COE_PKG1_S-302 |
| CC101701_COE_PKG1_S-302 |
| CC101701_COE_PKG1_S-303 |
| CC101701_COE_PKG1_S-305 |
| CC101701_COE_PKG1_S-305 |
File details come from the government source that posted it. Updated .