191BWC25R0010 Brownsville Rev Dwgs 20250605.pdf
PDF 9 MB Posted
- Attached to
- Upper Brownsville Levee
- Solicitation number
- 191BWC25R0010
About this file
These are construction cross-section drawings for the Upper Brownsville Levee project, prepared by Arcadis U.S., Inc. for the International Boundary and Water Commission (IBWC). The detailed engineering drawings show cross-sectional views of the levee construction at various station points (1892+00.00 to 1904+58.00), depicting existing ground, excavation limits, proposed reconstruction techniques, and geological layering.
The cross-sections illustrate complex levee reinforcement strategies including stone columns, soil mix, geotextile, clay layers, flowable fill, and new riprap. Technical specifications include vertical and horizontal scales of 1" = 10', with consistent elevation markers at +12.71 ft. The drawings provide precise engineering details for reconstructing the levee, with specific notes about slope grading, soil filter placement, and anchor trench requirements. The project is part of the Lower Rio Grande Flood Control Project and is associated with federal solicitation 191BWC25R0010, with an estimated project value exceeding $10,000,000.
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1893+00.00
0 10 20 30 40 50 60 70 80 90 100 110 120 130
1894+00.00
EL +12.71
BASELINE
1895+00.00
1894+00.00
0 10 20 30 40 50 60 70 80 90 100 110 120 130
EL +12.71
BASELINE
1893+00.00
1892+00.00
0 10 20 30 40 50 60 70 80 90 100 110 120 130
EL +12.71
BASELINE
3 4 5
2 3 4
United States Section
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IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
05-06-2022
191BWC25R0010
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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SHEET 22
27831-000-02
6/
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LEGEND
EXISTING GROUND
EXCAVATION LIMIT
100-year WSE
NEW RIPRAP
ACBM REVETMENT
FLEX ANCHOR
36Ø STONE COLUMN
SOIL MIX
RECONSTRUCTED LEVEE
ELEVATION:(FT)
SCALE:
VERT: 1" = 10'
HORIZ: 1" = 10'
GEOTEXTILE
NOTE:
1. ALL SOIL SLOPES TO RECEIVE SOIL FILTER SHALL BE GRADED NO STEEPER THAN
2-HORIZONTAL TO 1-VERTICAL.
2. EXTEND THE SOIL FILTER DOWN SLOPE TO THE WATER LINE.
3. ANCHOR TRENCH DETAILS AND TURNDOWN ARE SHOWN SECTIONS T AND U.
SOIL FILTER
CLAY
FLOWBLE FILL
MEAN WATER LEVEL (MWL)
1896+00.00
1895+00.00
0 10 20 30 40 50 60 70 80 90 100 110 120 130
EL +12.71
BASELINE
1898+00.00
1897+00.00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
EL +12.71
BASELINE
1896+00.00
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
1897+00.00
EL +12.71
BASELINE
3 4 5
2 3 4
United States Section
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IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
05-06-2022
191BWC25R0010
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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SHEET 23
27832-000-02
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LEGEND
EXISTING GROUND
EXCAVATION LIMIT
100-year WSE
NEW RIPRAP
ACBM REVETMENT
FLEX ANCHOR
36Ø STONE COLUMN
SOIL MIX
RECONSTRUCTED LEVEE
ELEVATION:(FT)
SCALE:
VERT: 1" = 10'
HORIZ: 1" = 10'
GEOTEXTILE
NOTE:
1. ALL SOIL SLOPES TO RECEIVE SOIL FILTER SHALL BE GRADED NO STEEPER THAN
2-HORIZONTAL TO 1-VERTICAL.
2. EXTEND THE SOIL FILTER DOWN SLOPE TO THE WATER LINE.
3. ANCHOR TRENCH DETAILS AND TURNDOWN ARE SHOWN SECTIONS T AND U.
SOIL FILTER
CLAY
1898+00.00
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
BASELINE
EL +12.71
APPROXIMATE EXCAVATION LINE
1900+00.00
1899+00.00
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220
EL +12.71
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6/ 9/
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To
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IBWC Border V20210903
Sh ee tS et
N am e
IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
05-06-2022
191BWC25R0010
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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USIBWC-COND
CROSS SECTIONS
SHEET 24
27833-000-02
6/
5/
H or iz on ta l s ca le c or re ct ed
N ot es a nd a dd ed
4/
/2
D ra w in g co nt en ts m ov ed to U
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IB
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LO
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PL
AI
N F
AI
LU
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Arcadis U.S., Inc.
LEGEND
EXISTING GROUND
EXCAVATION LIMIT
100-year WSE
NEW RIPRAP
ACBM REVETMENT
FLEX ANCHOR
36Ø STONE COLUMN
SOIL MIX
RECONSTRUCTED LEVEE
ELEVATION:(FT)
SCALE:
VERT: 1" = 10'
HORIZ: 1" = 10'
GEOTEXTILE
NOTE:
1. ALL SOIL SLOPES TO RECEIVE SOIL FILTER SHALL BE GRADED NO STEEPER THAN
2-HORIZONTAL TO 1-VERTICAL.
2. EXTEND THE SOIL FILTER DOWN SLOPE TO THE WATER LINE.
3. ANCHOR TRENCH DETAILS AND TURNDOWN ARE SHOWN SECTIONS T AND U.
4. ALL SLOPES TO RECEIVE LEVEE FILL SHALL BE BENCHED PER SECTION 35.41.00.
5. THE LOCATIONS AND WIDTHS OF THE SOIL MIX AND STONE COLUMNS ARE
SUBSURFACE PROJECTIONS BASED ON THE ORIENTATION OF THE BASELINE. THE
ACTUAL WIDTHS AND LOCATIONS ARE SHOWN ON DRAWINGS 27822-000-01 AND
27823-000-01.
SOIL FILTER
CLAY
1901+00.00
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220
EL +12.71
BASELINE
1901+00.00
1900+00.00
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220
EL +12.71
BASELINE
3 4 5
2 3 4
United States Section
.1 s (L
M S
Te ch
Pl ot S ty le
T ab le N am e
Pa pe r S iz e C
AD
F ile na m e
1 2
D
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B
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International Boundary & Water Commission
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B
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6/ 9/
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6/ 9/
:2
AM
To
6-
0-
.d w g
IBWC Border V20210903
Sh ee tS et
N am e
IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
05-06-2022
191BWC25R0010
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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USIBWC-COND
CROSS SECTIONS
SHEET 25
27834-000-02
6/
5/
H or iz on ta l s ca le c or re ct ed
N ot es a nd a dd ed
4/
/2
D ra w in g co nt en ts m ov ed to U
S
IB
W C b or de r
AN
D
F
LO
O D
PL
AI
N F
AI
LU
R E
Arcadis U.S., Inc.
LEGEND
EXISTING GROUND
EXCAVATION LIMIT
100-year WSE
NEW RIPRAP
ACBM REVETMENT
FLEX ANCHOR
36Ø STONE COLUMN
SOIL MIX
RECONSTRUCTED LEVEE
ELEVATION:(FT)
SCALE:
VERT: 1" = 10'
HORIZ: 1" = 10'
GEOTEXTILE
SOIL FILTER
CLAY
FLOWBLE FILL
MEAN WATER LEVEL (MWL)
NOTE:
1. ALL SOIL SLOPES TO RECEIVE SOIL FILTER SHALL BE GRADED NO STEEPER THAN 2-HORIZONTAL TO 1-VERTICAL.
2. EXTEND THE SOIL FILTER DOWN SLOPE TO THE WATER LINE.
3. ANCHOR TRENCH DETAILS AND TURNDOWN ARE SHOWN SECTIONS T AND U.
4. ALL SLOPES TO RECEIVE LEVEE FILL SHALL BE BENCHED PER SECTION 35.41.00.
5. THE LOCATIONS AND WIDTHS OF THE SOIL MIX AND STONE COLUMNS ARE SUBSURFACE PROJECTIONS BASED ON THE ORIENTATION OF THE BASELINE. THE ACTUAL WIDTHS AND LOCATIONS ARE SHOWN ON DRAWINGS 27822-000-01 AND 27823-000-01.
1903+00.00
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220
1904+00.00
EL +12.71
BASELINE
1902+00.00
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220
EL +12.71
BASELINE
BASELINE
3 4 5
2 3 4
United States Section
.1 s (L
M S
Te ch
Pl ot S ty le
T ab le N am e
Pa pe r S iz e C
AD
F ile na m e
1 2
D
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International Boundary & Water Commission
D
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B
A
IN
TE
RN
AT
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N
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B
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DA
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N D
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6/ 9/
:2
AM
To
6-
0-
.d w g
IBWC Border V20210903
Sh ee tS et
N am e
IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
05-06-2022
191BWC25R0010
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
IB
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1:
A N
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2.
In ch es
A ut oC A
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C O
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D R
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IN
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USIBWC-COND
CROSS SECTIONS
SHEET 26
27835-000-02
6/
5/
H or iz on ta l s ca le c or re ct ed
N ot es a nd a dd ed
4/
/2
D ra w in g co nt en ts m ov ed to U
S
IB
W C b or de r
AN
D
F
LO
O D
PL
AI
N F
AI
LU
R E
Arcadis U.S., Inc.
LEGEND
EXISTING GROUND
EXCAVATION LIMIT
100-year WSE
NEW RIPRAP
ACBM REVETMENT
FLEX ANCHOR
36Ø STONE COLUMN
SOIL MIX
RECONSTRUCTED LEVEE
ELEVATION:(FT)
SCALE:
VERT: 1" = 10'
HORIZ: 1" = 10'
GEOTEXTILE
SOIL FILTER
CLAY
FLOWBLE FILL
MEAN WATER
LEVEL (MWL)
NOTE:
1. ALL SOIL SLOPES TO RECEIVE SOIL FILTER SHALL BE GRADED NO STEEPER THAN 2-HORIZONTAL TO 1-VERTICAL.
2. EXTEND THE SOIL FILTER DOWN SLOPE TO THE WATER LINE.
3. ANCHOR TRENCH DETAILS AND TURNDOWN ARE SHOWN SECTIONS T AND U.
4. ALL SLOPES TO RECEIVE LEVEE FILL SHALL BE BENCHED PER SECTION 35.41.00.
5. THE LOCATIONS AND WIDTHS OF THE SOIL MIX AND STONE COLUMNS ARE SUBSURFACE PROJECTIONS BASED ON THE ORIENTATION OF THE BASELINE. THE ACTUAL WIDTHS AND LOCATIONS ARE SHOWN ON DRAWINGS 27822-000-01 AND 27823-000-01.
1904+00.00
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
EL +12.71
BASELINE
BASELINE
1904+58.00
-20
-10
-20
-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
EL +12.71
PROJECT BASELINE
BASELINE
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Pl ot S ty le
T ab le N am e
Pa pe r S iz e C
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F ile na m e
1 2
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International Boundary & Water Commission
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S ca le Pl ot D ev ic e
Au to
C
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V er si on
D at e an d Ti m e
Pl ot te d
6/ 9/
:1
AM
D at e La st S av ed
6/ 9/
:2
AM
To
6-
0-
.d w g
IBWC Border V20210903
Sh ee tS et
N am e
IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
05-06-2022
191BWC25R0010
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
LO
W
ER
R
IO
G
R
AN
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FL
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B
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C O
N
ST
R U
C
TI
O N
D R
AW
IN
G
USIBWC-COND
CROSS SECTIONS
SHEET 27
27836-000-02
6/
5/
H or iz on ta l s ca le c or re ct ed
N ot es a nd a dd ed
4/
/2
D ra w in g co nt en ts m ov ed to U
S
IB
W C b or de r
AN
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F
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PL
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AI
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Arcadis U.S., Inc.
LEGEND
EXISTING GROUND
EXCAVATION LIMIT
100-year WSE
NEW RIPRAP
ACBM REVETMENT
FLEX ANCHOR
36Ø STONE COLUMN
SOIL MIX
RECONSTRUCTED LEVEE
ELEVATION:(FT)
SCALE:
VERT: 1" = 10'
HORIZ: 1" = 10'
GEOTEXTILE
SOIL FILTER
CLAY
FLOWBLE FILL
MEAN WATER LEVEL (MWL)
NOTE:
1. ALL SOIL SLOPES TO RECEIVE SOIL FILTER SHALL BE GRADED NO STEEPER THAN
2-HORIZONTAL TO 1-VERTICAL.
2. EXTEND THE SOIL FILTER DOWN SLOPE TO THE WATER LINE.
3. ANCHOR TRENCH DETAILS AND TURNDOWN ARE SHOWN SECTIONS T AND U.
4. ALL SLOPES TO RECEIVE LEVEE FILL SHALL BE BENCHED PER SECTION 35.41.00.
5. THE LOCATIONS AND WIDTHS OF THE SOIL MIX AND STONE COLUMNS ARE
SUBSURFACE PROJECTIONS BASED ON THE ORIENTATION OF THE BASELINE. THE
ACTUAL WIDTHS AND LOCATIONS ARE SHOWN ON DRAWINGS 27822-000-01 AND
27823-000-01.
File details come from the government source that posted it. Updated .