191BWC25R0010_Brownsville_Drawings_20250617.pdf
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- Attached to
- Upper Brownsville Levee
- Solicitation number
- 191BWC25R0010
About this file
These technical drawings detail the Lower Rio Grande Flood Control Project for the Upper Brownsville Levee, located in Cameron County, Texas, spanning approximately 1,285 feet along the Rio Grande from station 1892+00.00 to 1904+85.00. The comprehensive set of 33 engineering drawings, prepared by Arcadis U.S., Inc. for the International Boundary and Water Commission (IBWC) United States Section, includes detailed plans for levee rehabilitation, river bank protection, and flood control infrastructure.
The drawings specify multiple technical construction elements, including articulated concrete block mattress (ACBM) revetment, riprap, soil mix and stone columns, gatewell structure repairs, and levee reconstruction. Key technical specifications include using 36" stone columns, 72" soil mix columns, geotextile layers, and flowable backfill, with design considerations for slope stabilization, erosion control, and maintaining a mean water level of 12.71 feet. The project includes precise engineering details for riverbank slope transitions, pipe outfall installations, and structural reinforcements to prevent floodplain failure, with construction methods designed to withstand critical velocities and bed stresses along the river bank.
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USIBWC-COND
TITLE SHEET
SHEET 1
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IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
MAY 6, 2022
05-06-2022
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
TEXAS
CAMERON
COUNTY
PROJECT LOCATION
VICINITY MAP
N.T.S.
INTERNATIONAL BOUNDARY AND WATER COMMISSION
UNITED STATES SECTION
LOWER RIO GRANDE FLOOD CONTROL PROJECT
UPPER BROWNSVILLE LEVEE AND FLOODPLAIN FAILURE
BROWNSVILLE, TEXAS
FROM STA 1892+00.00 TO STA 1904+85.00
LOCATION MAP
N.T.S.
SURVEY CONTROL - TOPOGRAPHY PROJECT DESCRIPTION
HORIZONTAL CONTROL IS BASED ON TEXAS STATE PLANE SOUTH ZONE
NORTH AMERICAN DATUM OF 1983 (NAD 83). VERTICAL CONTROL IS
BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
THE PROJECT INCLUDES A PORTION OF REACH 4 OF THE DONNA PUMP
TO BROWNSVILLE LEVEE REACH ALONG THE RIO GRANDE FROM
STATION 1892+00.00 (N1313594.30, E16490028.87) TO STA 1904+85.00
(N1314265.30, E16489149.56) APPROXIMATELY 1,285 FEET IN CAMERON
COUNTY. THE APPROXIMATE TOTAL LENGTH OF THE RIVER BANK
REHABILITATION IS 1,285 FEET OR 0.24 MILES.
PRIOR TO COMMENCEMENT OF EXCAVATION WORK CONTACT TEXAS
EXCAVATION SAFETY SYSTEM (TESS) 48 HOURS BEFORE DIGGING:
1-800-DIG-TESS
MEXICO
USA
STA:1892+00.00
BEGIN LEVEE
IMPROVEMENTS
STA:1904+85.00
END LEVEE
IMPROVEMENTS
Arcadis U.S., Inc.
191BWC25R0010
(E) STORM/WATER LINE
TOP/BOTTOM OF SLOPE
SLOPE
DETAIL #
SHEET WHERE DETAIL
DENOTES NORTH
PLAN, SECTIONS, &
SHEET WHERE VIEW IS SHOWN
DENOTES WATER
DENOTES SEWER
DENOTES PULL BOX
DENOTES SLOPE
DENOTES EARTH LAYER
DENOTES SAND
DENOTES GRAVEL
W
S
E
BORING LOCATION
SITE - CIVIL
A S-101
S-101
PLAN, SECTION & ELEVATION VIEWS: DETAIL VIEWS:
ELEVATIONS ARE LETTER
FOR VIEW ON SAME SHEETA
A VIEW TITLE
IS SHOWN
AREA COVERED BY DETAIL
1 DETAIL TITLE
LEGEND
(E) POWER LINEP P
DENOTES RIPRAP
SOIL FILTER
X X (E) FENCE
(E) BORDER FENCE WALL
72"Ø SOIL MIX COLUMN
36"Ø STONE COLUMN
ARTICULATED CONCRETE
BLOCK MATTRESS
(ACBM) REVETMENT
GEOTEXTILE
CLAY
RECONSTRUCTED LEVEE
SOIL MIX
STONE COLUMN
DENOTES EXISTING(E)
MEAN WATER LEVELMWL or
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3 UTILITY CONTACTS
ELECTRIC - AMERICAN ELECTRIC POWER
355 W. HIGHWAY 77
SAN BENITO, TX 78586
956-361-2053
GAS - UNION GAS
5444 WESTHEIMER ROAD
HOUSTON, TX 77050
713-989-7556
IRRIGATION - CAMERON COUNTY IRRIGATION
DISTRICT NO. 2
PO BOX 687
SAN BENITO, TEXAS 78586
956-399-2484
WATER - MILITARY HIGHWAY WATER SUPPLY
4230 U.S. HIGHWAY 281
MERCEDES, TX 78570
956-565-2491
TELEPHONE/FIBER OPTICS - VERIZON
355 W. HIGHWAY 77
SAN BENITO, TX 78586
956-421-7695
TIME WARNER
210-582-9631
VERIZON
504 TRI-COUNTY PARKWAY
SCHERTZ, TX 78154
512-626-1382
TEXAS811 (DIGTESS)
800-344-8377
TEXAS GAS SERVICE
P.O. BOX 531827
HARLINGEN, TX 78553
956-578-7496
AMERICAN ELECTRIC POWER (AEP)
355 W. HIGHWAY 77
SAN BENITO, TX 78586
956-361-2042
US BORDER PATROL (DHS)
4400 SOUTH EXPRESSWAY 281
EDINBURG, TX 78539
956-289-4800
TXDOT
1350 E. HIGHWAY 77
SAN BENITO, TX 78586
956-399-5102
US FISH & WILDLIFE SERVICE
ALAMO, TX. 78516
956-784-7500
NATIONAL PARK SERVICE
1623 CENTRAL BLVD SUITE 213
BROWNSVILLE, TX. 78520
541-2783 EXT. 333
BROWNSVILLE IRRIGATION DISTRICT
6925 COFFE PORT RD.
BROWNSVILLE, TX. 78521-6908
956-831-8462
BROWNSVILLE PUB
1425 ROBINHOOD DR.
BROWNSVILLE, TX. 78521
956-983-6100
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SHEET 2
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IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
MAY 6, 2022
05-06-2022
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
SHEET NO. USIBWC NO. SHEET TITLE
1 27810-000-00 Title Sheet 2 27811-000-00 Legend, Construction Notes, and Abbreviations
3 27812-000-00 Project Layout Riprap and ACBM Revetment
4 27813-000-00 Project Layout Soil Mix and Stone Columns
5 27814-000-00 Survey Control Benchmark Locations & Encroachments
6 27815-000-00 Survey Control Topography
7 27816-000-00 Right-of-Way Easements
8 27817-000-00 Utilities 9 27818-000-00 Plan and Profile Sta 1889+00 to Sta 1893+00
10 27819-000-00 Plan and Profile Sta 1893+00 to Sta 1897+00 11 27820-000-00 Plan and Profile Sta 1897+00 to Sta 1901+00 12 27821-000-00 Plan and Profile Sta 1901+00 to Sta 1904+85 13 27822-000-00 Plan and Profile Sta 1897+00 to Sta 1901+00 14 27823-000-00 Plan and Profile Sta 1901+00 to Sta 1904+85 15 27824-000-00 Typical Sections
16 27825-000-00 Typical Sections
17 27826-000-00 Typical Sections
18 27827-000-00 Typical Sections
19 27828-000-00 Typical Sections
20 27829-000-00 Gatewell Structure 205 Repair
21 27830-000-00 Gatewell Structure 205 Repair
22 27831-000-00 Cross Sections 23 27832-000-00 Cross Sections 24 27833-000-00 Cross Sections 25 27834-000-00 Cross Sections 26 27835-000-00 Cross Sections 27 27836-000-00 Cross Sections 28 27837-000-00 Miscellaneous Details 29 27838-000-00 Miscellaneous Details 30 27839-000-00 Miscellaneous Details 31 27840-000-00 Miscellaneous Details 32 27841-000-00 Miscellaneous Details
+0
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1894+00
1895+00 1896+00
1897+00 1898+00
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1901+00 1902+00
1903+00
1904+00
1904+85.07 x x x x x x x x x x x x x xx x x x x
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Ex ist
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Exist. Riprap
Exist. Riprap
Ex ist
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Asphalt PavementAsphalt Pavement
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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.
A
B C
D
AREA
DESIGNATION,
TYP
PROJECT BASELINE, (TOP OF LEVEE)
FLOW
FLOW
APPROX. WATERS EDGE
APPROX. TOP OF BANK
ACCESS ROAD
GATEWAY INTERNATIONAL
BRIDGE SOUTHBOUND
RIO GRANDE
PROJECT BASELINE
(TOP OF LEVEE)
ACBM REVETMENT
RIPRAP
RIPRAP
RIPRAP
ACBM REVETMENT
APPROX. WATER ELEV=12.71 FEET
RI
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AP
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W
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V=
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FE
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END PROJECT
STA 1904+85
BE
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T
ST
A
+0
EXIST RIPRAP, TYP
GATEWAY INTERNATIONAL
BRIDGE NORTHBOUND
LIMITS OF SOIL FILTER
CONTRACTOR
ACCESS TO SITE
GATEWELL STRUCTURE 205
DATE: DECEMBER 2, 2015
DA
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: D
EC
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BE
R 2, CONTRACTOR
ACCESS TO SITE
NOTE: THE CONSTRUCTION LIMITS ARE BETWEEN STATION 1892+00 AND
STATION 1904+85 AND BETWEEN THE CENTERLINE OF THE RIO GRANDE
AND THE DHS FENCE AND/OR THE RETAINING WALL ON THE LANDSIDE
OF THE LEVEE. 050
"MEAN WATER LEVEL" (MWL) AND THE SYMBOL REPRESENT THE
AVERAGE WATER SURFACE ELEVATION IN THE RIO GRANDE AT A GIVEN
TIME. THE WATER SURFACE ELEVATION (WSE) OF THE RIO GRANDE
FLUCTUATES DURING RIVER EVENTS THAT ARE CONTROLLED BY
STRUCTURES (AMISTAD & FALCON DAMS) UPSTREAM OF THIS PROJECT.
DURING A FLOOD EVENT THE WSE MAY BE AS HIGH AS ONE TO THREE
FEET BELOW THE CREST OF THE LEVEE, WHEREAS DURING A DROUGHT
EVENT THE WSE MAY BE SEVERAL FEET BELOW THE MWL.
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RIPRAP AND ACBM
REVETMENT
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Exist. Riprap
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Sh ee tS et
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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.
A
B C
D
AREA
DESIGNATION,
TYP
PROJECT BASELINE, (TOP OF LEVEE)
FLOW
FLOW
APPROX. WATERS EDGE
APPROX. TOP OF BANK
ACCESS ROAD
GATEWAY INTERNATIONAL
BRIDGE SOUTHBOUND
RIO GRANDE
PROJECT BASELINE
(TOP OF LEVEE)
36" Ø STONE COLUMN
APPROX. WATER ELEV=12.71 FEET
RI
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AP
PR
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W
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V=
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FE
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END PROJECT
STA 1904+85
BE
GI
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PR
OJ
EC
T
ST
A
+0
EXIST RIPRAP, TYP
GATEWAY INTERNATIONAL
BRIDGE NORTHBOUND
CONTRACTOR
ACCESS TO SITE
GATEWELL STRUCTURE 205
DATE: DECEMBER 2, 2015
DA
TE
: D
EC
EM
BE
R 2, CONTRACTOR
ACCESS TO SITE
NOTE:
THE CONSTRUCTION LIMITS ARE BETWEEN STATION 1892+00 AND
STATION 1904+85 AND BETWEEN THE CENTERLINE OF THE RIO GRANDE
AND THE DHS FENCE AND/OR THE RETAINING WALL ON THE LANDSIDE
OF THE LEVEE.
SOIL MIX COLUMNS AND STONE COLUMNS MINIMUM TIP ELEVATIONS
ARE SHOWN ON SHEETS 27822 AND 27823.
SOIL MIX COLUMNS AND STONE COLUMNS STATION TO STATION
LIMITS ARE SHOWN ON SHEETS 27822 AND 27823.
050 25 10050
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8" PVC
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To p=
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.=3
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Retaining Wall
0.8' wide Retaing Wall w/10' high Chainlink Fence on Top
0.8' wide Retaing Wall w/10' high Chainlink Fence on Top
1.3'x 2' high Railroad
Tie Retaing Wall
3" PVC Down Pipe
Conc. Bridge Wall
0.5' Stand Up Curb
0.7' wide Retaing Wall w/3" Guard Rail
0.
5'
St an d Up
C ur b
Conc. Box w/Gate (4'x 4'x 0.5') Top=41.53
FL.=28.33
15"RCP
"R
CP
15"RCP
Grate Inlet Top=34.98
FL.=29.98
Gate
Drainage MH.
Top=35.56
FL.=30.46
15"RCP
Grate Inlet Top=34.72
FL.=31.72
0.
5'
St an d Up
C ur b
0.5' S tand Up Curb
Bo rd er F en ce
W all
(1 7.
' h igh
PPPPPPPPPP
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
PV
C C
ONNEC
TI
ON
Ex ist
. R ipr ap
Exist. Riprap Exist. Riprap
Ex ist
. R ipr ap
Asphalt Pavement
Overhead Bridge
Overhead Bridge
Di rt
Ro ad x x x x x x x x x x x x x x x x x x x
C
D x x x x x x x x x x x x x x x x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x
P P P P P P P
PP
P
Caliche Road
Caliche Road
Caliche Levee Road
" R
CP
Con c.
Bo x w
/G ate
(6 .3' x 4 .3' x 0 .5'
" R
CP
8" PVC
Con c.
Bo x
(5 .1' x 5 .1'
8" P
VC
Toe
Toe
Toe
Toe
Gate
Dirt Dr.
Toe
Toe
Toe
Caliche Levee Road
Toe
2 Monitor Wells
Retaining Wall
0.8' wide Retaing Wall w/10' high Chainlink Fence on Top
0.8' wide Retaing Wall w/10' high Chainlink Fence on Top
1.3'x 2' high Railroad
Tie Retaing Wall
3" PVC Down Pipe
Conc. Bridge Wall
0.7' wide Retaing Wall w/3" Guard Rail 15"RCP
"R
CP
15"RCP
Grate Inlet Top=34.98
FL.=29.98
Gate
Drainage MH.
Top=35.56
FL.=30.4615"RCP
Grate Inlet Top=34.72
FL.=31.72
0.
5'
St an d Up
C ur b
0.5' S tand Up Curb
Bo rd er F en ce
W all
(1 7.
' h igh
PPPPPPPPPP
Water Level Gauge
TO
M
EX
IC
O
TO
U
N
IT
ED
S
TA
TE
S
C on c.
W al k w /C ag ed
C an op y
C on c.
W al k w /C ag ed
C an op y x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
R i o G r a n d e
Approx. Water Elev.=12.71 Feet
R i o
G r a n d e
Ap pr ox . W at er
E lev
.7
Fe et
Cat Walk 3.4' Dia. Steel Pipe
Ri ve r B an k
River Bank
River Bank
Water Edge
Water Edge
Water Edge
W at er E dg e
TBM#1: Sq. Cut on
Top of Conc. Box
Elev.=41.75 (NAVD 88)
TBM#2: 40D Nail in Power Pole Elev.=42.88 (NAVD 88)
TBM#3: 40D Nail in Power Pole Elev.=42.43 (NAVD 88)
BM#205-RG: IBWC Disk on top of Swamp Box Elevation=41.56 (NAVD 88).
Elevation 41.56 Based on Intersection of 10th Street and Elizabeth Street at the Main Entrance of the Post Office.
TBM#5: Sq. Cut on Top of Laydown Curb Elev.=41.40 (NAVD 88)
" P
VC
P ip e
(C ol la ps ed
0.
5'
St an d Up
C ur b
+2
+0
+0
+0
1893+00
1894+00
1895+00 1896+00 1897+00
1898+00
1899+00
1900+00
1901+00
1902+00
1903+00
1904+00
1904+85
BP: 1889+25.10
PI: 1889+64.60
PC: 1891+79.22
M id: 1892+98.17
PT
: 1
4+
.1
PI
: 1
7+
.3
PI
: 1
9+
.5
PC
: 1
2+
.0
M id:
2+
.9
PT: 1
3+
.76
PI
: 1
4+
.94
EP: 1
4+
.07
STA 1889+25.10DESIGN SPEED = 60 mi/h
PVC C
ONNECTI
ON
To e
Toe
O ve rh ea d Br id ge Overhead Bridge
River Bank
S44°22'43"E-148.64'
STA:1904+45.09
OFF:104.49'R
STA:1904+45.61
OFF:121.50'R
STA:1901+99.65
OFF:79.86'R
STA:1899+06.40
OFF:74.86'R
STA:1896+94.25
OFF:99.18'R
STA:1896+89.99
OFF:114.93'R
Date: December 2, 2015
Da te
: D ec em be r 2 , 2
Dirt Road
0.5' Stand Up CurbConc. Box w/Gate (4'x 4'x 0.5') Top=41.53
FL.=28.33
Asphalt Pavement
1904+00
1904+85.07
1903+00
1902+00
1901+00
1900+00
1899+00
1898+00
1897+001896+001895+001894+00
1893+00
+0
+0
+0
+2 5.
IN
TE
R
SE
C
TI
O N
O F
N O
R
TH
EA
ST
T H
IR
TE
EN
TH
S T.
L
IN
E O
F
LE
VE
E
ST
AN
D
S O
U
TH
EA
ST
L
IN
E O
F
LO
T
LO
T
LO
T
LO
T
LO
T
LO
T
BLOCK
LO
T
LO
T
LO
T
LO
T
LO
T
LO
T
TH
IR
TE
EN
TH
S
TR
EE
T
LEVEE STREET
FO
U
R
TE
EN
TH
S
TR
EE
T
ALLEY
BANK PROTECTIONSTRUCTURE 0.23 AC
N40°22'00"W - 219.30
N24°00'20"W - 489.40
N13°20'20"W - 282.80
IN
TE
RN
AT
IO
NA
L
BL
VD
RIO GRANDE
N6 5°
'33
"E
.0
STAMPED
ELEVATION
CARLOS C. AGUILAR
IB
W
C _B
W
.c tb
0.
:1
A N
S I F ul l B le ed
D (3
4.
X
2.
In ch es
D W
G T o P
D F.
pc
LO
W
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AN
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FL
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C O
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PR
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C
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B
R O
W N
SV
IL
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L
EV
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C O
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ST
R U
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D R
AW
IN
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USIBWC-COND
SURVEY CONTROL
BENCHMARK LOCATIONS
& ENCROACHMENTS
SHEET 5
27814-000-01
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
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PL
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AI
LU
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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
A
International Boundary & Water Commission
D
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B
A
IN
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A
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W
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C R
IP
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O F
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A N
D D
AT
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Pl ot
S ca le Pl ot D ev ic e
Au to
C
AD
V er si on
D at e an d Ti m e
Pl ot te d
1/ 7/
2:
P
M D at e
La st
S av ed
1/ 7/
:4
PM
4-
0-
L R
G
FC
P R em ed ia tio n O f L ev ee A nd F lo od pl ai n Fa ilu re
S ur ve y
C on tro l B en ch
4-
-1 1.
dw 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:
MAY 6, 2022
05-06-2022
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
BASELINE
BENCHMARK:
ELEV.=37.32
*NAVD 1988 ELEVATIONS SHOWN ON TABLE WERE REFERENCED
TO NGS BENCHMARK "K678" BEING A BRASS DISK ON THE TOP
OF STONE BANISTER OF STEPS, FRONTING ELIZABETH STREET,
THAT LEAD TO THE ENTRANCE OF THE OLD POST OFFICE, ALSO
BEING THE CITY HALL OF THE CITY OF BROWNSVILLE, LOCATED
AT THE INTERSECTION OF 10TH STREET AND ELIZABETH STREET.
TOP OF DISK ELEVATION=37.32 (NAVD 88).
PT. 7
PT. 800
PT
. 1
PT
. 1
PT
. 1
PT
. 1
PT. 1
PT. 2
PT. 720
PT
. 7
PT
. 7
PT. 5
PT
. 2
PT. 562
PT. 916
PT. 2
PT. 4
PT. 4
PT. 3
PT. 2
PT. 203
PT. 786
PT. 4
PT. 3
PT. 2
PT. 1
PT
. 1
PT. 1066
PT. 200
PT. 1064
PNT. NO.
SURVEY CONTROL TABLE
NORTHING EASTING DESCRIPTION
202 41.71 60D NAIL WITH WHISKER FOUND
41.21 41.15 40.30 25.91 28.81
282 41.54 4" IBWC DISC
355 40.28
401 42.34
456 41.03
562 26.55 NAIL
563 27.19 NAIL
720 41.04 MAG NAIL SET
721 36.46 CPS FOUND
723 42.22 SQ. CUT
786 41.92 NAIL
799 40.34 NAIL
800 40.19 1/2" IRF W/CAP "ORIVE"
1003 32.04 X MARK SET
1018 26.38 X MARK SET
1020 21.48 1/2" IRON ROD FOUND
1021 20.70 X MARK SET
1047 29.69 NAIL
4" IBWC DISC
4" IBWC DISC
60D NAIL FOUND
16489164.3500 1314326.2325
16489349.0691 1314312.3976
16489460.6318 1314260.7536
16489548.9205 1314208.9842
16489598.0901 1314166.6231
16489821.8510 1313956.3106
16489949.8448 1313807.6515
16490122.6747 1313677.1339
16490046.3351 1313840.3269
16490061.7082 1313767.9519
16490010.2508 1313345.0109
16489888.5793 1313105.1396
16490061.3082 1313330.7389
16490268.6006 1313726.6739
16490276.5080 1313803.0473
16490251.6091 1313835.8969
16490110.1093 1313964.5301
16490028.4948 1313630.2251
ELEVATIONS
41.16
40.99 39.73
41.79
40.48 26.00 26.64 40.49 35.91 41.67 41.37 39.79 39.64
31.52 25.83 20.93 20.15 29.14
361 41.89 CPS FOUND16489412.9578 1314262.0077 41.34
403 41.22 4" IBWC DISC16489553.7710 1314218.6696 40.67
916 40.51 SURVEY MARKER16489932.4029 1313918.6045 39.96
IBWC NAVD-88
( IN FEET )
PT. 202
FOUND NAIL W/WHISKER
FOR STA. 1904+85.12
STATION LINE
POINT 200 DENOTE
ELEVATIONS FOUND BY 3-WIRE
LEVEL BENCH LOOP.
ALL IBWC DATUM ELEVATIONS SHOWN ON THE TABLE ARE REFERENCED TO IBWC BENCHMARK "205-RG" BEING A BRASS DISK ON TOP OF THE EASTERNMOST CORNER OF CONCRETE GATE WELL STRUCTURE 205.
TOP OF DISK STAMPED ELEV.=42.11 (IBWC DATUM)
HORIZONTAL AND VERTICAL CONTROL MAP
NOVEMBER, 2015
HORIZONTAL AND VERTICAL CONTROL MAP
NOVEMBER, 2015
COORDINATES SHOWN ARE BASED
ON ESTABLISHED WESTERN DATA SYSTEMS (WDS)
VIRTUAL REFERENCE SYSTEM (VRS) NETWORK
UNDER NAD 83 TEXAS COORDINATE SYSTEM, SOUTH
ZONE.
TEXAS COORDINATE SYSTEM VALUES *
DATUM ELEVATIONS
SET I.R.
SET I.R.
SET I.R.
16490014.6454 1313806.3864 42.11 IBWC BM# 205-RG 41.56
201 35.O4 B49 RP 44 IBWC16489890.5117 1315743.9329 34.59
16489128.0534 16489485.6554 16489780.8368 16489882.2624 16490051.0376
1314320.7517 1314231.3639 1314062.8907 1313886.7456 1313663.4698
CONTROL POINT # 203
CONTROL POINT #204
CONTROL POINT #205
CONTROL POINT #206
CONTROL POINT #207
40.66 40.60 39.75 25.36 28.26
16489988.1502 1313338.7777
16489800.0844 1314080.4268
16489454.2383 1314254.2878
16489153.3323 1314366.4578
41.95 TBM #5
42.98
43.43 BM #2 40D NAIL IN POWER POLE
42.30 BM #1 SQ. CUT TOP OF BOX
BM #3 40D NAIL IN POWER POLE
41.40 42.43 42.88 41.75
NOTE:
BFE = 36.5 FT. (NAVD 88)
30 1206060
Arcadis U.S., Inc.
Munoz & Dannenbaum JV
Ex ist
. R ipr ap
Exist. Riprap Exist. Riprap
Ex ist
. R ipr ap
Asphalt Pavement
Di rt
Ro ad x x x x x x x x x x x x x x x x x x x
C
D x x x x x x x x x x x x x x x x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x
P P P P P P P
PP
P
Caliche Road
Caliche Road
Caliche Levee Road
" R
CP
Con c.
Bo x w
/G ate
(6 .3' x 4 .3' x 0 .5'
" R
CP
8" PVC
Con c.
Bo x
(5 .1' x 5 .1'
8" P
VC
Toe
Toe
Toe
Toe
Gate
Dirt Dr.
Toe
Toe
Toe
Caliche Levee Road
Toe
2 Monitor Wells
Retaining Wall
0.8' wide Retaing Wall w/10' high Chainlink Fence on Top
0.8' wide Retaing Wall w/10' high Chainlink Fence on Top
1.3'x 2' high Railroad
Tie Retaing Wall
3" PVC Down Pipe
Conc. Bridge Wall
0.7' wide Retaing Wall w/3" Guard Rail 15"RCP
"R
CP
15"RCP
Grate Inlet Top=34.98
FL.=29.98
Gate
Drainage MH.
Top=35.56
FL.=30.4615"RCP
Grate Inlet Top=34.72
FL.=31.72
0.
5'
St an d Up
C ur b
0.5' S tand Up Curb
Bo rd er F en ce
W all
(1 7.
' h igh
PPPPPPPPPP
Water Level Gauge
TO
M
EX
IC
O
TO
U
N
IT
ED
S
TA
TE
S
C on c.
W al k w /C ag ed
C an op y
C on c.
W al k w /C ag ed
C an op y x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
R i o G r a n d e
Approx. Water Elev.=12.71 Feet
R i o
G r a n ox . W at er
E lev
.7
Fe et
Cat Walk 3.4' Dia. Steel Pipe
Ri ve r B an k
River Bank
River Bank
Water Edge
Water Edge
Water Edge
W at er E dg e
TBM#1: Sq. Cut on
Top of Conc. Box
Elev.=41.75 (NAVD 88)
TBM#2: 40D Nail in Power Pole Elev.=42.88 (NAVD 88)
TBM#3: 40D Nail in Power Pole Elev.=42.43 (NAVD 88)
BM#205-RG: IBWC Disk on top of Swamp Box Elevation=41.56 (NAVD 88).
Elevation 41.56 Based on Intersection of 10th Street and Elizabeth Street at the Main Entrance of the Post Office.
TBM#5: Sq. Cut on Top of Laydown Curb Elev.=41.40 (NAVD 88)
" P
VC
P ip e
(C ol la ps ed
0.
5'
St an d Up
C ur b
+2
+0
+0
+0
1893+00
1894+00
1895+00 1896+00 1897+00
1898+00
1899+00
1900+00
1901+00
1902+00
1903+00
1904+00
1904+85
BP: 1889+25.10
PI: 1889+64.60
PC: 1891+79.22
M id: 1892+98.17
PT
: 1
4+
.1
PI
: 1
7+
.3
PI
: 1
9+
.5
PC
: 1
2+
.0
M id:
2+
.9
PT:
+4
5.7
PI: 1
4+
.94
EP
: 1
4+
.07
STA 1889+25.10
DESIGN SPEED = 60 mi/h
PV
C C
ONNEC
TI
ON
To e
Toe
O ve rh ea d Br id ge Overhead Bridge
River Bank
STA:1904+45.09
OFF:104.49'R
STA:1904+45.61
OFF:121.50'R
STA:1901+99.65
OFF:79.86'R
STA:1899+06.40
OFF:74.86'R
STA:1896+94.25
OFF:99.18'R
STA:1896+89.99
OFF:114.93'R
Date: December 2, 2015
Da te
: D ec em be r 2 , 2
Dirt Road
0.5' Stand Up CurbConc. Box w/Gate (4'x 4'x 0.5') Top=41.53
FL.=28.33
Asphalt Pavement
1904+00
1904+85.07
1903+00
1902+00
1901+00
1900+00
1899+00
1898+00
1897+001896+001895+001894+00
1893+00
+0
+0
+0
+2 5.
IB
W
C _B
W
.c tb
0.
:1
A N
S I F ul l B le ed
D (3
4.
X
2.
In ch es
D W
G T o P
D F.
pc
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
C
B
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IN
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C R
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S ca le Pl ot D ev ic e
Au to
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V er si on
D at e an d Ti m e
Pl ot te d
6/
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6/
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P
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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.
LO
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USIBWC-COND
SURVEY CONTROL
TOPOGRAPHY
SHEET 6
27815-000-02
6/
/2
Ad de d el ev at io ns to c on to ur s
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
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PL
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LU
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Munoz and Dannenbaum, JV
ELEVATION (FT.)
SCALE:
HORIZ.=1"=50'
VERT.= 1"=5'
1892+00 1893+00 1894+00 1895+00 1896+00 1897+00 1898+00 1899+00 1900+00 1901+00 1902+00 1903+00 1904+00
Elev. @ Baseline
Begin Elev. @ Top of Levee
Elev. @ Toe
Elev. @ Toe
Elev. at Top of Water Elev.=12.71 December 2, 2015
STA. 1894+51.5
Conc. Box w/Gate (4'x 4'x 0.5') Top=41.53
FL.=28.33
(NAVD 88)
STA. 1904+75
Conc. Box (5.1'x 5.1') Top=41.21
FL.=31.01
1905+00
STA. 1905+07
Conc. Box w/Gate (6.3'x 4.3'x 0.5') Top=42.35
FL.=27.35
BASELINE
IBWC BENCHMARK "205-RG"
Being a Brass Disk Located at the Easternmost Corner of Concrete Gatewell Structure 205.
41.56 (NAVD 88 MEASURED)
NOTE:
ALL TBM'S AND CONTOURS WERE ADJUSTED
TO IBWC BM "205-RG" NAVD88 ELEV.=41.56
060 30 12060
CARLOS C. AGUILAR
CARLOS C. AGUILAR
IB
W
C _B
W
.c tb
1:
A N
S I F ul l B le ed
D (3
4.
X
2.
In ch es
D W
G T o P
D F.
pc
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
C
B
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IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
MAY 6, 2022
05-06-2022
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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Munoz and Dannenbaum, JV
N45 °02
'05 "E
- 6
.65
S44°22'43"E - 148.64
N48 °09
'38 "E - 3
9.5
N71°04'47"E - 214.62
S50°24'39"E - 365.26
S31°02'37"E - 119.18
S25°28'02"E - 330.52
S09°10'49"E - 86.18 S11°47'11"E - 53.13
1887+00
LEVEE REHABILITATION LINE
LE
VEE R
EHABILI
TATIO
N LI
NE
.05
.12 28.77
28.92
N77°09'24"W15.80'
N54°01'24"W 52.01'
N43°39'24"W
23.00'
N44°59'24"W
42.40'
N57°34'24"W 42.60'
S45 °38
'36 "W
.50
S44°21'24"E
4.00'
N66°00'24"W48.01'
N81°55'24"W20.00'
N67°28'24"W36.00'
S89°32'36"W 22.05'
S78°02'36"W
60.01'
S64°51'36"W
41.00' S81°06'36"W
27.00' S70°43'36"W
47.01'
S50°15'36"W
28.00'
S73°44'36"W
55.01'
S56°58'36"W
43.00'
S54°24'36"W
66.01'
S42 °1
7'3 6"W
.01
S47 °59
'36 "W
8.0
1'
S39 °1
7'3 6"
W
8.5
3'
N44°21'54"W
56.31'
N3 4°
'36
"E
6.
N45 °34
'56 "E
1.9
2'
S44°26'54"E
80.91' N62°15'46"E
125.31'
S45 °23
'36 "W
.01
N44°26'54"W
50.01'
N64°09'30"E
291.93'
N45 °38
'36 "E
.00
S44°21'24"E
120.01'
S68°11'24"E47.01'
S50°13'24"E 107.61'
N45 °38
'36 "E
.00
S44°21'24"E 70.72'
S44°21'24"E
230.00'
S44°21'24"E
40.00'
N45 °38
'36 "E
.00
S44°21'24"E
174.82'
N 16490189.5661 E 1313700.7552
S45 °38
'36 "W
.01
0.23 ACRE REVETMENT AND LEVEE EASEMENT
(VOL. 455, PAGE 10, D.R.C.C.)
0.23 ACRE R.O.W. ABANDONMENT PER C.O.B. ORDINANCE NO. 377
N 16489974.5526 E 1313910.9937
S40°49'24"E
219.32'
S24°27'44"E
489.44'
S13°57'44"E
282.82'
S0 1°
'4
6" W
8.
B L O C K 59
B L O C K 60
ELIZABETH STREET (60 FT. R.O.W.)
THIR
TEENTH STREET (4
0 F T. R
.O .W
PARTIAL LEVEE STREET (60 FT. R.O.W.)
N65°44'36"E 71.21'
S45 °38
'36 "W
7.3
3'
N65°44'36"E
309.18'
APPARENT W
ESTERLY LINE O
F FO
RT BRO
W
N RESERVATIO
NS (PER PLAT CALLS -VO
L. 8, PAG
E 23, M .R.C.C.))
APPARENT NORTHWESTERLY LINE OF FORT BROWN RESERVATION (PER PLAT CALLS -VOL. 8, PAGE 23, M.R.C.C.))
ORIGINAL TOWNSITE OF THE CITY OF BROWNSVILLE
(VOL. 5, PAGE 13, M.R.C.C.)
1.61 ACRE REVETMENT AND LEVEE EASEMENT
1.6 1 A
CRE R
EVETMENT AND LE
VEE EASEMENT
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
MERIDIAN OF THE TEXAS COORDINATE SYSTEM
SOUTH ZONE (NAD 83)
100 100 200 x x x x x x x x x x x x x x x x x
C
D x x x x x x x x x x x x x x x x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x
P P P P P P P
PP
P
Di rt
Ro ad
Con c.
Bo x w
/G ate
(6 .3' x 4 .3' x 0 .5'
To p=
.80
FL
.=2
6.8
" R
CP
8" PVC
Con c.
Bo x
(5 .1' x 5 .1'
To p=
.66
FL
.=3
0.4
Toe
Gate
Dirt Dr.
Toe
Toe
To e
" P
VC
P ip e
(C ol la ps ed
Retaining Wall
0.8' wide Retaing Wall w/10' high Chainlink Fence on Top
0.8' wide Retaing Wall w/10' high Chainlink Fence on Top
1.3'x 2' high Railroad
Tie Retaing Wall
3" PVC Down Pipe
Conc. Bridge Wall
0.5' Stand Up Curb
0.7' wide Retaing Wall w/3" Guard Rail
0.
5'
St an d Up
C ur b
Conc. Box w/Gate (4'x 4'x 0.5') Top=41.53
FL.=28.33
15"RCP
"R
CP
15"RCP
Grate Inlet Top=34.98
FL.=29.98
Gate
Drainage MH.
Top=35.56
FL.=30.46
15"RCP
Grate Inlet Top=34.72
FL.=31.72
0.
5'
St an d Up
C ur b
0.5' S tand Up Curb
Bo rd er F en ce
W all
(1 7.
' h igh
PPPPPPPPPP
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
PV
C C
ONNEC
TI
ON
Ex ist
. R ipr ap
Exist. Riprap Exist. Riprap
Ex ist
. R ipr ap
Asphalt Pavement
Overhead Bridge
Overhead Bridge
Di rt
Ro ad x x x x x x x x x x x x x x x x x x x
C
D x x x x x x x x x x x x x x x x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x
P P P P P P P
PP
P
Caliche Road
Caliche Road
Caliche Levee Road
" R
CP
Con c.
Bo x w
/G ate
(6 .3' x 4 .3' x 0 .5'
" R
CP
8" PVC
Con c.
Bo x
(5 .1' x 5 .1'
8" P
VC
Toe
Toe
Toe
Toe
Gate
Dirt Dr.
Toe
Toe
Toe
Caliche Levee Road
Toe
2 Monitor Wells
Retaining Wall
0.8' wide Retaing Wall w/10' high Chainlink Fence on Top
0.8' wide Retaing Wall w/10' high Chainlink Fence on Top
1.3'x 2' high Railroad
Tie Retaing Wall
3" PVC Down Pipe
Conc. Bridge Wall
0.7' wide Retaing Wall w/3" Guard Rail 15"RCP
"R
CP
15"RCP
Grate Inlet Top=34.98
FL.=29.98
Gate
Drainage MH.
Top=35.56
FL.=30.4615"RCP
Grate Inlet Top=34.72
FL.=31.72
0.
5'
St an d Up
C ur b
0.5' S tand Up Curb
Bo rd er F en ce
W all
(1 7.
' h igh
PPPPPPPPPP
Water Level Gauge
TO
M
EX
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O
TO
U
N
IT
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S
TA
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S
C on c.
W al k w /C ag ed
C an op y
C on c.
W al k w /C ag ed
C an op y x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
R i o G r a n d e
Approx. Water Elev.=12.71 Feet
R i o
G r a n ox . W at er
E lev
.7
Fe et
Cat Walk 3.4' Dia. Steel Pipe
Ri ve r B an k
River Bank
River Bank
Water Edge
Water Edge
Water Edge
W at er E dg e
TBM#1: Sq. Cut on
Top of Conc. Box
Elev.=41.75 (NAVD 88)
TBM#2: 40D Nail in Power Pole Elev.=42.88 (NAVD 88)
TBM#3: 40D Nail in Power Pole Elev.=42.43 (NAVD 88)
BM#205-RG: IBWC Disk on top of Swamp Box Elevation=41.56 (NAVD 88).
Elevation 41.56 Based on Intersection of 10th Street and Elizabeth Street at the Main Entrance of the Post Office.
TBM#5: Sq. Cut on Top of Laydown Curb Elev.=41.40 (NAVD 88)
" P
VC
P ip e
(C ol la ps ed
0.
5'
St an d Up
C ur b
+2
+0
+0
+0
1893+00
1894+00
1895+00 1896+00 1897+00
1898+00
1899+00
1900+00
1901+00
1902+00
1903+00
1904+00
1904+85
BP: 1889+25.10
PI: 1889+64.60
PC: 1891+79.22
M id: 1892+98.17
PT
: 1
4+
.1
PI
: 1
7+
.3
PI
: 1
9+
.5
PC
: 1
2+
.0
M id:
2+
.9
PT:
+4
5.7
PI: 1
4+
.94
EP: 1
4+
.07
STA 1889+25.10
DESIGN SPEED = 60 mi/h
PV
C C
ONNEC
TI
ON
To e
Toe
O ve rh ea d Br id ge Overhead Bridge
River Bank
STA:1904+45.09
OFF:104.49'R
STA:1904+45.61
OFF:121.50'R
STA:1901+99.65
OFF:79.86'R
STA:1899+06.40
OFF:74.86'R
STA:1896+94.25
OFF:99.18'R
STA:1896+89.99
OFF:114.93'R
Date: December 2, 2015
Da te
: D ec em be r 2 , 2
Dirt Road
0.5' Stand Up CurbConc. Box w/Gate (4'x 4'x 0.5') Top=41.53
FL.=28.33
Asphalt Pavement
1904+00
1904+85.07
1903+00
1902+00
1901+00
1900+00
1899+00
1898+00
1897+001896+001895+001894+00
1893+00
+0
+0
+0
+2 5.
IN
TE
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BLOCK
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T
LEVEE STREET
FO
U
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TE
EN
TH
S
TR
EE
T
ALLEY
BANK PROTECTIONSTRUCTURE 0.23 AC
N40°22'00"W - 219.30
N24°00'20"W - 489.40
N13°20'20"W - 282.80
IN
TE
RN
AT
IO
NA
L
BL
VD
RIO GRANDE
N13°26'39"W - 282.80
S17°53'56"E - 205.54 N24°26'41"W - 489.40
S24°31'48"E - 332.49
N6 5°
'47
"E
.8
S42°27'17"E - 82.00 S51°12'43"E - 122.20
N42°25'36"W - 208.51
N6 5°
'33
"E
.0
CARLOS C. AGUILAR
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IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
MAY 6, 2022
05-06-2022
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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4/
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Munoz and Dannenbaum, JV
BASELINE
SCALE: 1"=50'
IBWC BENCHMARK "205-RG"
Being a Brass Disk Located at the Easternmost Corner of Concrete Gatewell Structure 205.
41.56 (NAVD 88 MEASURED)
10050 25 50
NOTE:
NO OTHER UTILITIES WERE OBSERVED OR ENCOUNTERED EXCEPT AS SHOWN. CONTRACTOR TO
INVESTIGATE/VERIFY/ UTILITIES THAT MAY BE PRESENT.
P
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P
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Exist. Riprap
Asphalt Pavem ent
0.7' wide Retaing W all w/3" G uard Rail x x x x x x x x x x x x x x x x x x x
C
D x x x x x x x x x x x x x x x x x x
P
P
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P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
0.7' wide Retaing Wall w/3" Guard Rail
IB
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T ab le N am e
Pa pe r S iz e C
AD
F ile na m e
1 2
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Sh ee tS et
N am e
IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
MAY 6, 2022
05-06-2022
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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SHEET 9
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1892+001891+001890+00
MAT
CHLIN
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1889+00 1893+00
EXIST EARTHEN
ACCESS ROAD
EXIST RIPRAP
EXIST BORDER FENCE
TOP OF LEVEE
APPROX.
EXIST LEVEE TOE
APPROX.
TOP OF RIVER
BANK SLOPE
TOP OF
ACBM REVETMENT
ACBM REVETMENT TOE
ACBM REVETMENT
RIPRAP ACBM REVETMENT TURNDOWN
TERMINATION ARMORING
APPROX.
TOP OF RIVER BANK
KEY PLAN
A B
C D
ACBM REVETMENT TOE
TOP OF LEVEE
TOP OF REVETMENT
RIO GRANDE FLOW
MWL 12.71'
ST
A
+0
" T
H
IC
K R
IP
R
AP
ST
A
+1
EN
D
8"
T H
IC
K
R
IP
R
AP
BE
G
IN
" T H
IC
K
AC
BM
R
EV
ET
M
EN
T
(T O
P)
8.
G 27828
PROJECT BASELINE
27837
27841
APPROX.
WATER LINE,
EL +12.71 FEET
DATE: DECEMBER 2, 2015
DP201
(APPROX)
BEGIN PROJECTSTA 1892+00
EXIST INLET EXIST STORM WATER LINE
END OF EXIST SURVEY
ELEVATION:(FT)
SCALE:
VERT: 1" = 5'
HORIZ: 1" = 20'
KEY PLAN A
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
RIPRAP ACBM REVETMENT TURNDOWN
TERMINATION ARMORING
20 40
LEGEND
ARTICULATED CONCRETE
BLOCK MATTRESS (ACBM)
REVETMENT
RIPRAP
LIMITS OF PROPOSED
SOIL FILTER AREA
EXIST WATER LINE
EXIST TOP OF BANK SLOPE
EXIST TOP OF LEVEE
EXIST TOE OF LEVEE
MEAN WATER LEVEL (MWL)
x x x x x x x x x x x x x x x x x
C
D x x x x x x x x x x x x x x x x x x
P
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P
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P
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P
P
P
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P
P
P
P
P
P
P
P
P
P x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
D x x x x
P P
P P
P P
P P
P
P P
P P
P P
P P
P x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
Exist. Riprap
Asphalt Pavement
1893+00
1894+00
1895+00
1896+00 1897+00
IB
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United States Section
.1 s (L
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Arcadis U.S., Inc.
KEY PLAN
A B
C D
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
LEGEND
ARTICULATED CONCRETE
BLOCK MATTRESS (ACBM)
REVETMENT
RIPRAP
LIMITS OF PROPOSED
SOIL FILTER AREA
EXIST WATER LINE
EXIST TOP OF BANK SLOPE
EXIST TOP OF LEVEE
EXIST TOE OF LEVEE
MEAN WATER LEVEL (MWL)
M
AT
CH
LI
NE
S
TA
3+
SE
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SH
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M
AT
C H
LI
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ST
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SE
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SH
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1896+001895+001894+00
1893+00 1897+00
M
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C H
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ST
A
+0
SE
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SH
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T
M
AT
C H
LI
N
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ST
A
+0
SE
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SH
EE
T
EXIST EARTHEN
ACCESS ROAD
EXIST RIPRAP
EXIST FENCE
EXIST.
TOP OF LEVEE
APPROX.
EXIST LEVEE, TOE
APPROX.
EXIST.
TOP OF RIVER
BANK SLOPE
TOP OF
ACBM REVETMENT
ACBM
REVETMENT TOE
ACBM
REVETMENT
RIPRAP
EXIST BRIDGE
APPROX 1895+64
EXIST
STORM/WATER
LINE
EXIST OH POWER LINE
EXIST BRIDGE
APPROX
1896+25
APPROX.
TOP OF RIVER BANK
EXIST GATEWELL STRUCTURE 205
EXIST RET
WALL
RIPRAP
TOE
A 27824
TOP OF RIPRAP
G 27828
C 27825
D 27825
N 27830
K 27829
ST
A
+9
(T O
P)
5.
EN
D
8"
T H
IC
K
R
IP
R
AP
BE
G
IN
" T H
IC
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AC
BM
R
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M
EN
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BE
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IN
S
LO
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T R
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SI
TI
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PROJECT BASELINE
27838
27840
INVERT EL +20.00
APPROX.
WATER LINE,
EL +12.71
ST
A
+5 1.
G
AT
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L
ST
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TU
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ST
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ST
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+8
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T H
IC
K
R
IP
R
AP
BE
G
IN
8" T
H
IC
K R
IP
R
AP
℄ BRIDGE, TYP
EXIST BRIDGE
PIER, TYP
C 27825
ELEVATION:(FT)
SCALE:
VERT: 1" = 5
HORIZ: 1" = 20'
LIMITS OF
SOIL FILTER, TYP
KEY PLAN B
EXIST BRIDGE
PIER, TYP
ST
A
+3
(T O
P)
6.
EN
D
" T
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x x x x x x x x x x x x x x x x x
C
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P
P
P
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P
P
P
P
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P x x x
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P
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P
P
P
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P
P
P
P
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P x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
0.7' wide Retaing Wall w/3" Guard Rail
C xxxxxx x x x x x x
PPPPPPPPPPPP
P
P
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Exist. Riprap1897+00
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United States Section
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Arcadis U.S., Inc.
KEY PLAN
A B
C D
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
20 40
LEGEND
ARTICULATED CONCRETE
BLOCK MATTRESS (ACBM)
REVETMENT
RIPRAP
LIMITS OF PROPOSED
SOIL FILTER AREA
EXIST WATER LINE
EXIST TOP OF BANK SLOPE
EXIST TOP OF LEVEE
EXIST TOE OF LEVEE
MEAN WATER LEVEL (MWL)
M
AT
CH
LI
NE
S
TA
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SE
E
SH
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T
M
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C H
LI
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ST
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SH
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1900+001899+001898+00
1897+00 1901+00
M
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C H
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SE
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M
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C H
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SE
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SH
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EXIST EARTHEN
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EXIST RIPRAP
EXIST FENCE
TOP OF LEVEE
EXIST LEVEE, TOE
EXIST TOP OF RIVER
BANK SLOPETOP OF ACBM REVETMENT
ACBM
REVETMENT TOE
ACBM REVETMENT
EXIST OH POWER LINE
APPROX.
EXIST TOP OF
RIVER BANK
EXIST MONITOR WELLS
F 27827
PROJECT BASELINE
APPROX.
EXIST LEVEE TOE
ST
A
+9
EN
D
S
LO
PE
T
R
AN
SI
TI
O N
BE
G
IN
:1 S
LO
PE
LIMITS OF
SOIL FILTER, TYP
27841
27837
27837
E 27826
APPROX.
EXIST WATER LINE
EL +12.71
ELEVATION:(FT)
SCALE:
VERT: 1" = 5'
HORIZ: 1" = 20'
NOTE:
TOP OF ACBM REVETMENT
KEY PLAN C1
x x x x x x x x x x x x x x x x x
C
D x x x x x x x x x x x x x x x x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
P
P
P
P P
P P
P P
P P
P P
P
PPP
P
Ex is t.
R ip ra p
1901+00 1902+00 1903+00
1904+00
1904+85.07
1901+00 1902+00 1903+00
IB
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A N
S I F ul l B le ed
D (3
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2.
In ch es
D W
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D F.
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United States Section
.1 s (L
M S
Te ch
Pl ot S ty le
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C
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A
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IFB/RFP NUMBER CONTRACT NUMBER
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DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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G
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FL
O
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IB
W C b or de r
AN
D
F
LO
O D
PL
AI
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LU
R E
Arcadis U.S., Inc.
KEY PLAN
A B
C D
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
LEGEND
ARTICULATED CONCRETE
BLOCK MATTRESS (ACBM)
REVETMENT
RIPRAP
LIMITS OF PROPOSED
SOIL FILTER AREA
EXIST WATER LINE
EXIST TOP OF BANK SLOPE
EXIST TOP OF LEVEE
EXIST TOE OF LEVEE
MEAN WATER LEVEL (MWL)
M
AT
C H
LI
N
E
ST
A
+0
SE
E
SH
EE
T
1904+001903+001902+00
1901+00
M
AT
C H
LI
N
E
ST
A
+0
SE
E
SH
EE
T
EXIST EARTHEN
ACCESS ROAD
EXIST RIPRAP
EXIST FENCE
TOP OF LEVEE
EXIST LEVEE, TOE
TOP OF RIVER
BANK SLOPE
TOP OF
ACBM REVETMENT
ACBM
REVETMENT
EXIST 48"Ø RCP OUTFALL
EXIST OH POWER LINE
EXIST 8"Ø PVC
OUTFALL
APPROX.
EXIST TOP OF
RIVER BANK
PROP.
RIPRAP
EXIST STEEL PIPE
EXIST CAT WALK
G 27828
B 27824
E 27826
ST
A
+0
EN
D
:1
S
LO
PE
BE
G
IN
S
LO
PE
T
R
AN
SI
TI
O N
ST
A
+0
EN
D
S
LO
PE
T
R
AN
SI
TI
O N
BE
G
IN
N
AT
U
R
AL
S
LO
PE
ST
A
+8
EN
D
2"
T H
IC
K
R
IP
R
AP
(T O
P)
5.
M
AT
C H
E
XI
ST
R
IV
ER
BA
N
K
27841
27837
LIMITS OF
SOIL FILTER, TYP
ST
A
+5
(T O
P)
5.
EN
D
" T
H
IC
K
AC
BM
R
EV
ET
M
EN
T
BE
G
IN
8"
T H
IC
K
R
IP
R
AP
RIPRAP ACBM REVETMENT
TURNDOWN TERMINATION ARMORING
GATEWELL STRUCTURE 206
F 27827
APPROX.
EXIST WATER LINE
EL +12.71
ST
A
+6
EN
D
8"
T H
IC
K
R
IP
R
AP
BE
G
IN
2" T
H
IC
K R
IP
R
AP
ST
A
+0
EN
D
S O
IL
F
IL
TE
R
DP202
(APPROX)
EXIST ACCESS ROAD
EXIST LEVEE TOE
ELEVATION:(FT)
SCALE:
VERT: 1" = 5'
HORIZ: 1" = 20'
KEY PLAN D1
EN
D
O F
PR
O
JE
C
T x x x x x x x x x x x x x x x x x
C
D x x x x x x x x x x x x x x x x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
1899+00 1900+00 1901+001899+00 1900+00 1901+00
C xxxxxx x x x x x x
PPPPPPPPPPPP
P
P
P
P
P
P
P x x x x x x x x x x
Exist. Riprap
1897+00
1898+00
IB
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1:
A N
S I F ul l B le ed
D (3
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2.
In ch es
D W
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D F.
pc
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
C
B
A
International Boundary & Water Commission
D
C
B
A
IN
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RN
AT
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B
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Pl ot te d
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IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
MAY 6, 2022
05-06-2022
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
LO
W
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IO
G
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AN
D E
FL
O
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C O
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PR
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C
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C O
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ST
R U
C
TI
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D R
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USIBWC-COND
PLAN AND PROFILE STA
1897+00 TO STA 1901+00
SHEET 13
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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
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LU
R E
Arcadis U.S., Inc.
KEY PLAN
A B
C D
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 20 40
LEGEND
72"Ø SOIL MIX COLUMN
36"Ø STONE COLUMN
RIPRAP
LIMITS OF PROPOSED
SOIL FILTER AREA
EXIST WATER LINE
EXIST TOP OF BANK SLOPE
EXIST TOP OF LEVEE
EXIST TOE OF LEVEE
MEAN WATER LEVEL (MWL)
ELEVATION:(FT)
SCALE:
VERT: 1" = 10'
HORIZ: 1" = 20'
ST
A
+0
M
AT
C H
LI
N
E
ST
A
+0
SE
E
SH
EE
T
1900+001899+001898+00
1897+00 1901+00
M
AT
C H
LI
N
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ST
A
+0
SE
E
SH
EE
T
-10
-20
EXIST EARTHEN
ACCESS ROAD
EXIST RIPRAP
EXIST FENCE
TOP OF LEVEE
EXIST LEVEE, TOE
EXIST TOP OF RIVER
BANK SLOPE
EXIST OH POWER LINE
APPROX.
EXIST TOP OF
RIVER BANK
EXIST MONITOR WELLS
F 27827
PROJECT BASELINE
APPROX.
EXIST LEVEE TOE
ST
A
+9
EN
D
S
LO
PE
T
R
AN
SI
TI
O N
BE
G
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:1 S
LO
PE
E 27826
72Ø SOIL MIX
COLUMN (TYP.)
20' PANEL SPACING (C-C)
APPROX.
MEAN WATER LEVEL
EL +12.71
36Ø STONE
COLUMN (TYP.) 6' SPACING (C-C)
-10
72" SOIL MIX COLUMN
36" STONE COLUMN
BOTTOM
OF COLUMNS
KEY PLAN C2
36Ø STONE COLUMN
ELEV. 15
BEGIN STATION
1898+03
BEGIN STATION
1897+52
STONE COLUMN TOP ELEVATIONS ARE APPROXIMATELY
EL 20 TO 29. (REFER TO SHEETS 24, 25, 26, AND 27)
ACBM REVETMENT, SOIL FILTER, AND CLAY OVERLYING
STONE COLUMNS NOT SHOWN FOR CLARITY
LEVEE FILL OVERLYING SOIL MIX COLUMNS
NOT SHOWN FOR CLARITY
x x x x x x x x x x x x x x x x x
C
D x x x x x x x x x x x x x x x x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
45'
1901+00 x x x x x x
P
P
P
P P
P P
P P
P P
P P
P
PPP
P
Ex is t.
R ip ra p
1902+00 1903+00
1904+00
1904+85.07
1902+00 1903+00
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IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
MAY 6, 2022
05-06-2022
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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1901+00 TO STA 1904+85
SHEET 14
27823-000-01
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KEY PLAN
A B
C D
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 20 40
LEGEND
72"Ø SOIL MIX COLUMN
36"Ø STONE COLUMN
RIPRAP
LIMITS OF PROPOSED
SOIL FILTER AREA
EXIST WATER LINE
EXIST TOP OF BANK SLOPE
EXIST TOP OF LEVEE
EXIST TOE OF LEVEE
MEAN WATER LEVEL (MWL)
M
AT
C H
LI
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ST
A
+0
SE
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SH
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A
+0
SE
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SH
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T
1904+001903+001902+00
1901+00
-10
-20
EXIST EARTHEN
ACCESS ROAD
EXIST RIPRAP
EXIST FENCE
TOP OF
LEVEE
EXIST LEVEE, TOE
TOP OF RIVER
BANK SLOPE
72" SOIL MIX COLUMN
BOTTOM
OF COLUMNS
36"Ø STONE COLUMN
6' SPACING (C-C)
EXIST 48"Ø RCP OUTFALL
EXIST OH POWER LINE
EXIST 8"Ø PVC
OUTFALL
APPROX
EXIST TOP OF
RIVER BANK
RIPRAP
EXIST STEEL PIPE
EXIST CAT WALK
G 27828
B 27824
E 27826
ST
A
+0
EN
D
:1
S
LO
PE
BE
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IN
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T
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S
LO
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27837
GATEWELL STRUCTURE 206
F 27827
APPROX
EXIST WATER LINE
EL +12.71
DP202
(APPROX)
EXIST ACCESS ROAD
EXIST LEVEE TOE
-10
36" STONE COLUMN
ELEVATION:(FT)
SCALE:
VERT: 1" = 10'
HORIZ: 1" = 20'
72Ø SOIL MIX
COLUMN (TYP.)
20' PANEL SPACING (C-C)
EN
D
O F
PR
O
JE
C
T
KEY PLAN D2
ELEV=15
END STATION
1903+85
END STATION
1904+81
STONE COLUMN TOP ELEVATIONS ARE APPROXIMATELY
EL 20 TO 29. (REFER TO SHEETS 24, 25, 26, AND 27)
ACBM REVETMENT, SOIL FILTER, AND CLAY OVERLYING
STONE COLUMNS NOT SHOWN FOR CLARITY
LEVEE FILL OVERLYING SOIL MIX COLUMNS
NOT SHOWN FOR CLARITY
MWL EL +12.71
TOP OF EXISTING
LEVEE, TYP
FLOWABLE BACKFILL
AGGREGATE
SURFACING
FLEX ANCHOR @
8'-0" O.C.
GEOTEXTILE
APPROXIMATE
EG, TYP
2 ROWS OF 9" THICK
ARTICULATED CONCRETE BLOCK AT TOE
4" THICK ACBM REVETMENT
EL VARIES,
MAX 29.60
MIN 26.55
EXIST RIPRAP
EXIST RIPRAP TURNDOWN
1.5±
EL (10.0 MAX.)
AGGREGATE ROAD WILL BE 6
INCHES THICK (MIN.) AND 10
FEET WIDE (MIN.)
GRADE ROAD TO DRAIN TO RIVER
NOTE: FIELD VERIFY DIMENSIONS
OF EXISTING CONDITIONS
4' -0
MWL EL +12.71
1.25±
EL +10.0
" T
HI
CK
APPROXIMATE
EG, TYP
GEOTEXTILE
EXIST CATWALK
EXIST 8"Ø PVC PIPE
10'-0"
14" RIPRAP
1'-0"
2' -0
1.5±
COMPACTED LEVEE
EMBANKMENT MATERIAL
(INCIDENTAL TO BANK
SLOPE EXCAVATION)
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DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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A TYPICAL UPSTREAM SECTION
T 27841
B TYPICAL DOWNSTREAM RIPRAP
( IN FEET )
( IN FEET )
0 52.55 10
52.55 10
LEVEE, TYP
APPROXIMATE
EG, TYP
1.5±
GATEWAY INTERNATIONAL
BRIDGE SOUTHBOUND, SEE NOTE
EX
IS
TI
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M
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(F
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V
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IF
Y)
16'-0" AT BRIDGE
1.25
EL +10.0
" M
IN
GEOTEXTILE
EXIST RIPRAP
EXIST RIPRAP TURNDOWN
1'-0"
2' -0
RIPRAP SLOPES SHALL BE
NO STEEPER THAN 1.5:1
NOTE: REVETMENT AT NORTHBOUND BRIDGE SIMILAR
RIPRAP
20"
RIPRAP
COMPACTED LEVEE
EMBANKMENT MATERIAL
(INCIDENTAL TO BANK
SLOPE EXCAVATION)
MWL EL +12.71
APPROXIMATE
EG, TYP
16'-0" BETWEEN BRIDGES
EL +10.0
" M
IN
1.25
EXIST RIPRAP
EXIST RIPRAP TURNDOWN
1'-0"
2' -0
1.5±
RIPRAP SLOPES SHALL BE
NO STEEPER THAN 1.5:1
GEOTEXTILE
20"
RIPRAP
COMPACTED LEVEE
EMBANKMENT MATERIAL
(INCIDENTAL TO BANK
SLOPE EXCAVATION)
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PLANS PREPARED BY:
MAY 6, 2022
05-06-2022
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
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C RIPRAP REVETMENT SECTION
D RIPRAP REVETMENT SECTION
NOTE: LAUNCHABLE STONE IS DEFINED AS
RIPRAP PLACED BELOW ELEV. 10
( IN FEET )
( IN FEET )
0 105 2.5 5
105 2.5 5
LEVEE, TYP
EXIST GRAVEL ROADWAY
GEOTEXTILE
4" THICK ACBM REVETMENT,
6 @ 20'-0" EQUALS 120'-0"
APPROXIMATE
EG, TYP
2 ROWS OF 9" THICK
ACBM REVETMENT AT TOE
4'-0"
FLOWABLE BACKFILL
LEVEE TOE 24
±2
" T H
IC
K
SO
IL
F
IL
TE
R
MIN
SOIL COLUMNS
EL -15.0
EL -0.0
EL 10.00 (MAX.)
EL 10 (MAX.)
STONE COLUMN
EL -15.0
SEE NOTE 4
36" THICK CLAY
GEOTEXTILE
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Te ch
Pl ot S ty le
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D
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IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
PLANS PREPARED BY:
MAY 6, 2022
05-06-2022
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
IBM15D0001 / IBM15T0015
Arcadis U.S., Inc.
LO
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TYPICAL SECTIONS
SHEET 17
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U 27841
E TYPICAL DOWNSTREAM SECTION
NOTE:
1.…
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