191BWC22R0002_A00003 Drawings_20220414_HS.pdf
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G002
SHEET INDEX AND
GENERAL NOTES
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United States Section
SOLICITATION/RFP NUMBER
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CONTRACT NUMBER
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IBWC Border V20170817
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DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
Arcadis U.S. Inc., IBM15D001/IBM17T0010
Arcadis U.S. Inc., 01-28-2022USIBWC HQ-ESD
GENERAL NOTES
1.1 Do not scale drawings. All dimensions shall be as indicated on the plan. Contractor shall verify all dimensions and conditions at the job site before commencing work.
1.2 Horizontal datum is based on the New Mexico State Plane Coordinate Grid System (NMSPCGS), New Mexico Central Zone North American Datum of 1983 (NAD 83), in U.S. survey feet using GEOID
2012A. Vertical datum is based on North American Vertical Datum of 1988 (NAVD 88), in U.S.
survey feet.
1.3 Reference stationing and offsets refer to the Centerline (℄) Alignment, unless otherwise noted. All proposed horizontal dimensions, radial dimensions, stations and offsets refer to the earthen levee, not the gravel road, unless otherwise noted. All proposed elevations refer to the earthen levee, not the gravel road or the topsoil treatment, unless otherwise noted.
1.4 All construction entrances shall be approved by the USIBWC or private land owners.
1.5 Locations of existing inlet/outlet structures are based on available information and survey of visible features. Field verify and protect all existing structures and facilities. Repair damaged structures and facilities at no additional cost to USIBWC.
1.6 All levee slopes and disturbed soil areas shall be revegetated.
1.7 Various existing signs are located throughout the project limits. Each USIBWC sign and Stop sign shall be removed and replaced with new signs in accordance with USIBWC drawing 26424. All other existing signs, whether shown or not shown, shall be removed, temporarily stored and relocated as directed by
USIBWC. Replace any signs that are damaged during construction.
1.8 Various existing vehicular swing gates are located throughout the project limits. Each USIBWC gate shall be removed and replaced with a new gate in accordance with USIBWC Standard Drawing 26409.
Removed gates shall have all concrete removed and be delivered to the USIBWC American Dam
Field Office at 2616 West Paisano Drive, El Paso, TX 79922.
1.9 All road crossings, regardless of road type or material, shall have new USIBWC Notice Signs installed on each side of the crossing in accordance with USIBWC Standard Drawing 26424. All existing signs at road crossings shall be removed, have all concrete removed and be delivered to the USIBWC
American Dam Field Office at 2616 West Paisano Drive, El Paso, TX 79922.
1.10 Inspect all structures and property within the project limits on a regular basis to locate any damages by construction activities. Repair all damage caused by construction activities in accordance with the requirements of the contract documents.
1.11 Toe drains were installed during the previous construction. The existing toe drains will be left in place. If toe drains are damaged during construction, they do not need to be repaired or replaced. If encountered, add a geotextile above the existing toe drains and extend it one foot on each side before placing the impervious fill. Review Contract IBM10C0018 drawings for locations of existing toe drains.
1.12 Remove all trash, rubble, and debris (including buried trash and debris) located within the project limits and dispose of at an approved site. Provide general housekeeping of trash, rubble, and debris during construction to maintain a clean construction site for the duration of the project. Contractor shall pay for all associated dumping fees.
EXISTING UTILITY COORDINATION
2.1 The existing utility features shown are based on an above-ground field survey and data provided by franchise utility companies and may not include all utilities at the site. Prior to the start of any construction, verify and confirm the existence and location, depth and height of all utilities, including the use of private subsurface utility locating service as necessary.
2.2 The existence, location and characteristics of underground utility information shown on these plans has been obtained from a review of available record data. No representation is made as to the accuracy or completeness of the information. Contractor shall field verify all dimensions, sizes, locations, and quantities of all existing utilities, and to resolve all discrepancies prior to the commencement of any work.
2.3 Any required relocation or adjustment of existing utilities shall be completed by the utility owner prior to construction. The relocation shall be based upon the terms of the utility owner's USIBWC license and will be completed at no cost to the contractor. The contractor shall perform utilities locates and surveys as soon as possible so that utility owners can be notified of required relocations and work can proceed without delaying construction activities.
2.4 Contact "Texas 811" (811 or 1-800-344-8377) and “New Mexico 811” (811 or 1-800-321-2537) at least
48 hours prior to beginning work to locate any utilities within the work zone. Provide written documentation to the COR that "Texas 811" and “NM 811” were contacted and all utilities were located within or adjacent to the project limits.
INDEX OF SHEETS
SHEET NO. USIBWC NO. SHEET TITLE
G001 26885-000-01 Cover Sheet
G002 26886-000-02 Sheet Index and General Notes
G003 26887-000-00
Abbreviations, Legend and Symbols
G004 & G005 26888-000-00 & 26889-000-00
East Levee Existing Utility Information
G006 26890-000-00
West Levee Existing Utility Information
G101 - G103 26891-000-00 to 26893-000-00
East Levee Survey Control - Existing ROW Line and Curve Tables
G104 - G106 26894-000-00 to 26896-000-00
East Levee Survey Control - Control Points and Monuments
G107 26897-000-00
West Levee Survey Control - Existing ROW Line and Curve Tables
26803-000-00
West Levee Survey Control - Existing ROW Line and Curve Tables
G108 26898-000-00
West Levee Survey Control - Existing Benchmarks, Control Points and Monument
26804-000-00
West Levee Survey Control - Existing Benchmarks, Control Points and Monument
G201 - G204 26899-000-00 to 26902-000-00
East Levee Horizontal Control New ℄ Alignment
G205 26903-000-00
West Levee Horizontal Control New ℄ Alignment
G301 26904-000-00
East Levee Project Layout Key Map Sta: 1511+19.16 to 1750+00
G302 26905-000-00
East Levee Project Layout Key Map Sta: 1750+00 to 1956+25.86
G303 26906-000-00
West Levee Project Layout Key Map Sta: 1666+52.65 to 1702+74.24
26496-001-00 to 26496-003-00 East Levee Photos
26497-000-00 West Levee Photos
C-1 26907-000-00
Control Map
C001 26908-000-00
Right of Way Control Map
C002 - C008 26909-000-00 to 26915-000-00
Right of Way Map
C101 - C104 26916-000-00 to 26919-000-00
Typical Sections
C105 26920-000-00
Typical Benching Details
C106 26921-000-00
Typical Riprap Benching Details
C201 - C245 26922-000-01 to 26966-000-00 East Levee Plan & Profiles
C246 26967-000-01
East Levee Plan & Profile W Borderland Rd Bridge
C247 26968-000-01
East Levee Plan & Profile Country Club Rd Bridge
C248 26969-000-01
East Levee Plan & Profile Sunland Park Rd Bridge
C249 26970-000-01
East Levee Plan & Profile Racetrack Rd Bridge
26743-000-00
Borderland Bridge Upstream Handrail
26744-000-00
Borderland Bridge Downstream Handrail
26745-000-00
Country Club Bridge East Upstream Handrail
26746-000-00
Country Club Bridge East Downstream Handrail
C261 - C264 26971-000-01 to 26974-000-01 West Levee Plan & Profile
C265 26975-000-01
West Levee Plan & Profile Country Club Rd Bridge
26747-001-00 to 26747-002-00
Country Club Bridge West Upstream Handrail
26748-001-00 to 26748-002-00
Country Club Bridge West Downstream Handrail
C301 - C303 26976-000-01 to 26978-000-01 Civil Details
C311 26979-000-01
East Levee Landside Ramp at Sta 1685+50
26749-000-00
Typical Handrail Details
26484-000-00 Racetrack Chicane
26485-000-00
Blocking Access at Borderland Bridge Area
26486-000-00 Borderland Chicane
26487-000-00
Blocking Access at Canutillo Lateral Area
26488-000-00
Blocking Access under Artcraft Bridge
26489-000-00
Blocking Access near La Union Combined Lateral
26490-000-00
Blocking Access at Racetrack Park
27264-000-00
Montoya Intercepting Drain Excavation
26498-000-00
Salt Cedar Clearing and Gravel Road at EOP
C321 26980-000-01
West Levee Country Club Bridge Intersection
26491-000-00
West Levee Country Club Bridge Landside Ramp
C322 26981-000-00
West Levee Country Club Bridge Joint Layout
C323 26982-000-01
West Levee Concrete Driveway Plan
C324 26983-000-00
West Levee Concrete Driveway Cross Section
C501 - C651 26984-000-00 to 27234-000-00 East Levee Cross Sections
C681 - C691 27235-000-00 to 27245-000-00 West Levee Cross Sections
CS101 27246-000-00
Country Club Bridge East - Demolish Plan
CS102 27247-000-00
Country Club Bridge East - Stoplog Arrangement Layout
CS103 27248-000-00
Country Club Bridge East - Sectional Elevation View
CS104 27249-000-01
Country Club Bridge West - Demolition Plan
CS105 27250-000-01
Country Club Bridge West - Stoplog Arrangement Layout
CS106 27251-000-00
Country Club Bridge West - Cross Sectional Elevation View
26796-000-00
Montoya Lateral WW Plan & Profile
26797-000-00
Montoya Lateral WW Sections
26798-000-00
Montoya Lateral WW Sections & Details
26479-000-00 to 26481-000-00
Schultz Lateral Wasteway Plan & Profiles
26482-000-00
Schultz Lateral Wasteway New Inlet Structure
26483-000-00
Schultz Lateral Wasteway New Outlet Structure
S102 27252-000-00
Country Club Bridge East and West - Structural General Notes
S103 - S105 27253-000-00 to 27255-000-00
Country Club Bridge East - Section & Details
S106 27256-000-00
Country Club Bridge East - Barrier Railing & Transition
S113 - S115 27257-000-00 to 27259-000-00
Country Club Bridge West - Section & Details
S116 27260-000-00
Country Club Bridge West - Barrier Railing and Transition
26492-000-00
Country Club Bridge West Floodwall Repair
CCCG-21 27261-000-00 TxDOT Concrete Curb and Curb and Gutter
PED-18 27262-001-03 to 27262-004-03 TxDOT Pedestrian Facilities Curb Ramps
PRD-13 27263-001-01 to 27263-003-01 TxDOT Pedestrian Handrail Details
GF(31)-19
26493-000-00 TxDOT Metal Beam Guard Fence TL-3 MASH Compliant
GF(31)DAT-19
26494-000-00
TxDOT Metal Beam Guard Fence (Downstream Anchor Terminal) TL-3 MASH Compliant
GF(31)TR TL2-19
26495-000-00 TxDOT Metal Beam Guard Fence Thrie-Beam Transition TL-2 MASH Compliant
25084-000-01
USIBWC Levee Ramp Details
26409-001-05 to 26409-003-05 USIBWC Gate Manufacture and Installation
26424-001-02 to 26424-005-02
USIBWC Notice Signs
26741-000-00 USIBWC Chicane Manufacture and Installation
A n d r e a
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U p d a t e d d r a w i n g l i s t
Revisions 1 & 2
191BWC22R0002
26886-000-01
A n d r e a
G l o v e r
P
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U p d a t e d d r a w i n g l i s t
1/28/2022
ARCADIS US., Inc.
Texas Registered
Engineering Firm F-533
1/28/2022
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RIO GRANDE
RIO GRANDE
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LAN
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R D
L1 L2 L3
L4
L5 L6 L7
L8
L9
L10
L11
L12
L13
C2
C3 C4
C5 C1
MON#201
MON#202
MON#203
MON#204
MON#205
MON#206
MON#207
MON#209
MON#210
MON#211
MON#514
MON#35037
MON#403
MON#35038
MON#402
MON#26825 MON#401
MON#35032
CP#120
MON#212
MON#35033
MON#35034
MON#35035
MON#35036
MON#208
CP#1005
CP#1007
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G G
G G
G
G
G
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G
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G G
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IF
X
OE
TE
X
A S
STERLING
W
IL
LO
W C
R
EE
K
M
EL
R O
SE
C
T.
RIO GRANDE
RIO GRANDEC
O
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TR
Y
C
LU
B R
D
G R
EE
N
C O
VE
M O
N
TC
LA
IR
ROCKWOOD
LIVE OAK
R O
YA
LO
AK
WHITE OAK
C O
U N
TR
Y C
LU
B R
D
O
AK
T R
EE
C O
U N
TY
O
A K
S
TI
M
BE
R
N E
W M
E X
IC
O
L14
L15 L16
C6
MON#41050
L17
L18
L1
L2
L21
L22
L23 L24 L25 L26 L27 L28 L29 L30
MON#41049
MON#26828
MON#35039
MON#35040
MON#412
MON#411
MON#30454
MON#41047
MON#41048
MON#30455
MON#408
MON#35043
MON#35871
MON#35865
MON#35047
MON#26839
MON#35048
MON#35049
MON#35050
MON#35051
MON#11529
CP#122
MON#406
MON#26826
MON#26827
MON#30429
MON#35870
MON#30446
MON#30447
MON#30448
MON#30449
WEST LEVEE R.O.W. - LINE TABLE
LINE NO.
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
BEG. NORTHING
322385.65
322206.67
322028.80
321170.22
321171.58
320776.05
320669.30
320573.04
320085.44
320065.18
318359.83
316976.74
315915.69
310063.25
310063.44
310042.03
309910.89
308288.94
308093.10
307918.33
308053.44
307997.51
306907.48
306722.23
306532.02
306340.33
306156.51
305932.93
305598.31
304808.28
BEG. EASTING
1531892.15
1531872.60
1531840.32
1531659.75
1531433.43
1531431.67
1531414.95
1531365.07
1531038.07
1531023.81
1530316.68
1530326.47
1530423.28
1529516.29
1529496.06
1529492.77
1529492.65
1529522.90
1529592.13
1530133.96
1529537.20
1529556.95
1529941.95
1529994.97
1530025.26
1530033.34
1530022.00
1529996.61
1529922.02
1529706.44
END NORTHING
322206.67
322028.80
321170.22
321171.58
320776.05
320669.30
320573.04
320375.76
320065.18
320030.72
318359.44
316571.91
310063.25
310063.44
310042.03
309910.89
309423.36
308093.10
307977.90
308053.44
307997.51
306907.48
306722.23
306532.02
306340.33
306156.51
305932.93
305598.31
304808.28
304591.01
END EASTING
1531872.60
1531840.32
1531659.75
1531433.43
1531431.67
1531414.95
1531365.07
1531230.00
1531023.81
1531003.28
1530341.66
1530408.52
1529516.29
1529496.06
1529492.77
1529492.65
1529417.20
1529592.13
1530100.29
1529537.20
1529556.95
1529941.95
1529994.97
1530025.26
1530033.34
1530022.00
1529996.61
1529922.02
1529706.44
1529630.62
LENGTH
180.05
180.78
877.36
226.33
395.53
108.05
108.42
239.09
24.77
40.11
24.99
413.06
5922.31
20.23
21.66
131.14
493.34
207.71
521.06
611.86
59.32
1156.02
192.69
192.61
191.86
184.17
225.02
342.83
818.92
230.12
BEARING
S6° 14' 01.10"W
S10° 17' 14.93"W
S11° 52' 35.75"W
N89° 39' 27.93"W
S0° 15' 17.00"W
S8° 54' 04.86"W
S27° 23' 20.43"W
S34° 23' 55.00"W
S35° 09' 01.85"W
S30° 47' 25.30"W
S89° 06' 33.28"E
S11° 27' 22.96"E
S8° 48' 33.85"W
N89° 28' 18.57"W
S8° 43' 50.96"W
S0° 03' 09.16"W
S8° 47' 51.49"W
S19° 28' 05.49"E
S77° 13' 35.82"E
N77° 14' 34.08"W
S19° 26' 53.67"E
S19° 27' 11.83"E
S15° 58' 17.53"E
S9° 02' 53.15"E
S2° 24' 44.75"E
S3° 31' 44.06"W
S6° 28' 41.53"W
S12° 34' 00.44"W
S15° 15' 46.44"W
S19° 14' 13.44"W
WEST LEVEE R.O.W. - CURVE TABLE
CURVE NO.
C1
C2
C3
C4
C5
C6
BEG. NORTHING
320375.76
320030.72
318969.62
318359.44
316571.91
309423.36
BEG. EASTING
1531230.00
1531003.28
1530506.63
1530341.66
1530408.52
1529417.20
END NORTHING
320085.44
318969.62
318359.83
316976.74
315915.69
308288.94
END EASTING
1531038.07
1530506.63
1530316.68
1530326.47
1530423.28
1529522.90
LENGTH
348.08
1173.58
639.67
1393.03
659.80
1150.99
RADIUS
5796.35
5796.35
3337.06
3312.13
1869.42
2331.09
DELTA
3°26'27"
11°36'02"
10°58'58"
24°05'52"
20°13'20"
28°17'25"
TANGENT LENGTH
348.03
1171.58
638.69
1382.78
656.38
1139.33
SURVEY CONTROL -
EXISTING R.O.W. LINE
AND CURVE TABLES
R
IO
G R
A N
D E
C A
N A
LI
ZA
TI
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N P
R O
JE
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S U
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LA
N D
P A
R K
L E
V E
E R
E P
A
IR
W E
S T
LE
V
E E
Fo r C on st ru ct io n
0 1000'250' 1"=500'
Horizontal: All bearings and coordinates are referenced to the New Mexico Coordinate System of 1983, Central Zone (3002), NAD 83 (2011). All distances and coordinates shown are grid values and may be converted to surface values by dividing by a combined scale factor of 0.99973833. All measurements are in U.S. survey feet.
DATUM
IB
W
C _B
W
.c tb
1:
A N
S I f ul l b le ed
D (2
2.
x
4.
In ch es
D W
G T o P
D F.
pc
3 4 5
2 3 4
United States Section
SOLICITATION/RFP NUMBER
.0 s (L
M S
T ec
h) P lo t S ty le
T ab le N am e
P ap er S iz e
C A
D 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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N
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B
O U
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DA
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A
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W
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M
IS
SI
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N
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ED
S
TA
TE
S
AN
D M
EX
IC
O U
N
IT
ED
S
TA
TE
S
SE
CT
IO
N
R E
V N
O D
E S
C R
IP
TI
O N
O F
R E
V
IS
IO
N
S
IG
N A
TU
R
E O
F D
E S
IG
N
E R
A N
D D
A
TE
CONTRACT NUMBER
P lo t S ca le P lo t D ev ic e
A ut oC A
D V er si on
IN
TE
RN
AT
IO
NAL BOUNDARY AND WATER
COMM
ISSIO
N
C O
I M
OI
S
N
CARN
TE
NI
DELANOI
TES
MIILE
Y
AU
S
AG
D at e an d Ti m e
P lo tte d
8/
/2
4:
P
M D at e
La st
S av ed
8/
/2
4:
P
M G
1.
dw g
IBWC Border V20170817
S he et S et N am e
R
IO
G R
A N
D E
C A
N A
LI
ZA
TI
O
N P
R O
JE
C
T
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
Arcadis U.S. Inc., IBM15D0001/IBM17T0010
Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD
191BWC22R0002
Vertical: All elevations are based on the North American Vertical Datum of 1988 (NAVD88).
M at ch li ne S ee p la n be lo w
M at ch li ne S ee p la n ab ov e
End Project
26803-000-00
IO
W E
S T
AR
TC
R
AFT R
D
DONIPHAN
G A
LIN
D
O R
IO
D U
LC
E
AR
PO
YO
G
R
AN
D E
O N
TIVER
O
S
SIXTA
M
ONTO
YA
C
LA
Y
TO
N
R
IO
ESTAN
C
IS
MELODY
EL
M
W O
O D
RIO GRANDE
RIO GRANDE
STRAHAN
STRAHAN
W
.BO
R D
ER
LAN
D R
D
W
. BO
R D
ER
LAN
D R
D
A R
TC
R
A
FT
R D
L1 L2 L3
L4
L5 L6 L7
L8
L9
L10
L11
L12
L13
C2
C3 C4
C5 C1
MON#201
MON#202
MON#203
MON#204
MON#205
MON#206
MON#207
MON#209
MON#210
MON#211
MON#514
MON#35037
MON#403
MON#35038
MON#402
MON#26825 MON#401
MON#35032
CP#120
MON#212
MON#35033
MON#35034
MON#35035
MON#35036
MON#208
N E
W M
E X
IC
O
TE
X
A S
CP#1005
CP#1007
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G G
G G
G
G
G
G
G G
G
G
G
G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
IF
X
OE
STERLING
W
IL
LO
W C
R
EE
K
M
EL
R O
SE
C
T.
RIO GRANDE
RIO GRANDEC
O
U N
TR
Y
C
LU
B R
D
G R
EE
N
C O
VE
M O
N
TC
LA
IR
ROCKWOOD
LIVE OAK
R O
YA
LO
AK
WHITE OAK
C O
U N
TR
Y C
LU
B R
D
C O
U N
TY
O
A K
S
TI
M
BE
R
L14
L15 L16
C6
MON#41050
L17
L18
L1
L2
L21
L22
L23 L24 L25 L26 L27 L28 L29 L30
MON#41049
MON#26828
MON#35039
MON#35040
MON#412
MON#411
MON#30454
MON#41047
MON#41048
MON#30455
MON#408
MON#35043
MON#35871
MON#35865
MON#35047
MON#26839
MON#35048
MON#35049
MON#35050
MON#35051
MON#11529
CP#122
MON#406
MON#26826
MON#26827
MON#30429
MON#35870
MON#30446
MON#30447
MON#30448
MON#30449
WEST LEVEE R.O.W. SURVEY MONUMENTS
MON#
11529
26825
26826
26827
26828
26839
30429
30446
30447
30448
30449
30454
30455
35032
35033
35034
35035
35036
35037
35038
35039
NORTHING (Y)
322385.65
322206.67
322028.80
321170.22
320776.05
320669.30
320572.18
320440.30
320085.44
319069.95
318969.62
318737.82
315915.69
316571.91
317907.99
311934.95
308288.94
309423.36
309910.89
318359.83
305013.94
316651.48
311620.85
310860.92
310063.25
306156.51
307997.51
306722.23
306534.14
306338.27
305930.74
309142.89
308647.70
321171.58
320573.04
320375.76
320065.18
320030.72
318359.44
316976.74
310063.44
EASTING (X)
1531892.15
1531872.60
1531840.32
1531659.75
1531431.67
1531414.95
1531366.61
1531274.19
1531038.07
1530543.01
1530506.63
1530425.13
1530423.28
1530408.52
1530272.93
1529806.76
1529522.90
1529417.20
1529492.65
1530316.68
1529758.94
1530392.28
1529758.12
1529640.26
1529516.29
1530022.00
1529556.95
1529994.97
1530039.73
1530035.29
1529996.35
1529353.37
1529427.23
1531433.43
1531365.07
1531230.00
1531023.81
1531003.28
1530341.66
1530326.47
1529496.06
DESCRIPTION
Found Chiseled "X" in concrete
Found 3" Galvanized Iron pipe
Found 2” Iron pipe with aluminum cap stamped “US IBWC R.O.W.”
Found 2” Iron pipe with aluminum cap stamped “US IBWC R.O.W.”
Found 2” Iron pipe with aluminum cap stamped “US IBWC R.O.W.”
Found 2” Iron pipe with aluminum cap stamped “US IBWC R.O.W.”
Found rebar with damaged aluminum cap
Found 3'' G.I.P.
Found #4 rebar with cap stamped “B&A inc”
Found PK nail stamped “wall ln”
Found 2 1/2” Iron pipe with aluminum cap stamped “US IBWC R.O.W.”
Found 2 1/2” Iron pipe with aluminum cap stamped “US IBWC R.O.W.”
Found 1 3/4” Galvanized iron pipe stamped "PC IB&WC R.O.W."
Found 2” Galvanized iron pipe, stamped "PC IB&WC R.O.W."
Found 2 1/2” G.I.P., stamped "POC IB&WC R.O.W."
Found 3'' G.I.P.
Found 2” Rebar with aluminum cap stamped “US IBWC R.O.W.”
Found 2" Aluminum cap stamped "US IBWC R.O.W."
Found 2" Aluminum cap stamped "US IBWC R.O.W."
Found 2" Aluminum cap stamped "US IBWC R.O.W."
Found 2 1/2” Iron pipe, stamped "1698+06"
Found 2" Aluminum cap stamped "US IBWC R.O.W."
Found 2” Iron pipe with aluminum cap
Found 2 1/2" Iron pipe
Found 2 1/2" Iron pipe
Found 3” Aluminum cap on concrete stamped
Found 1 1/2" Galvanized iron pipe
Found 2” Iron pipe stamped "US IBWC R.O.W."
Found 2 1/2” Iron pipe stamped "1682+81"
Found 2 1/2" Iron pipe
Found 2 1/2" Iron pipe
Found 1 3/4” G.I.P. stamped “PI IB&WC R.O.W.”
Found 1" Iron rod
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
WEST LEVEE R.O.W. SURVEY CONTROL POINTS
CP#
NORTHING (Y)
322302.94
308075.60
EASTING (X)
1531892.41
1529704.41
ELEVATION
3765.03
3755.27
DESCRIPTION
Found iron rebar with FXSA Cap
Found iron rebar with FXSA Cap
WEST LEVEE R.O.W. SURVEY MONUMENTS
MON#
35040
35043
35047
35048
35049
35050
35051
35865
35870
35871
41047
41048
41049
41050
NORTHING (Y)
310042.03
308121.13
306340.33
305932.93
305598.31
304808.28
304591.01
306532.02
306907.48
308053.44
308750.34
309079.72
309471.05
309957.97
EASTING (X)
1529492.77
1529582.22
1530033.34
1529996.61
1529922.02
1529706.44
1529630.62
1530025.26
1529941.95
1529537.20
1528957.00
1529030.86
1529162.30
1529171.52
DESCRIPTION
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
Found 5/8" rebar
Found 2" Iron pipe
* 5/8" Rebar W/Alum. Cap stamped "CA Clausen TX5511 NM16467 IBWC R.O.W 2018 FXSA"
Found city monument
Found city monument
Found city monument
Found city monument
SURVEY CONTROL -
EXISTING BENCHMARKS,
CONTROL POINTS AND
MONUMENTS
R
IO
G R
A N
D E
C A
N A
LI
ZA
TI
O
N P
R O
JE
C
T
S U
N
LA
N D
P A
R K
L E
V E
E R
E P
A
IR
W E
S T
LE
V
E E
Fo r C on st ru ct io n
0 1000'250' 1"=500'
IB
W
C _B
W
.c tb
1:
A N
S I f ul l b le ed
D (2
2.
x
4.
In ch es
D W
G T o P
D F.
pc
3 4 5
2 3 4
United States Section
SOLICITATION/RFP NUMBER
.0 s (L
M S
T ec
h) P lo t S ty le
T ab le N am e
P ap er S iz e
C A
D F ile na m e
1 2
D
C
B
A
International Boundary & Water Commission
D
C
B
A
IN
TE
RN
AT
IO
N
AL
B
O U
N
DA
RY
A
N D
W
AT
ER
C
O M
M
IS
SI
O
N U
N
IT
ED
S
TA
TE
S
AN
D M
EX
IC
O U
N
IT
ED
S
TA
TE
S
SE
CT
IO
N
R E
V N
O D
E S
C R
IP
TI
O N
O F
R E
V
IS
IO
N
S
IG
N A
TU
R
E O
F D
E S
IG
N
E R
A N
D D
A
TE
CONTRACT NUMBER
P lo t S ca le P lo t D ev ic e
A ut oC A
D V er si on
IN
TE
RN
AT
IO
NAL BOUNDARY AND WATER
COMM
ISSION
C O
I M
OI
S
N
CARN
TE
NI
DELANOI
TES
MIILE
Y
AU
S
AG
D at e an d Ti m e
P lo tte d
8/
/2
4:
P
M D at e
La st
S av ed
8/
/2
4:
P
M G
2.
dw g
IBWC Border V20170817
S he et S et N am e
R
IO
G R
A N
D E
C A
N A
LI
ZA
TI
O
N P
R O
JE
C
T
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
Arcadis U.S. Inc., IBM15D0001/IBM17T0010
Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD
191BWC22R0002
Horizontal: All bearings and coordinates are referenced to the New Mexico Coordinate System of 1983, Central Zone (3002), NAD 83 (2011). All distances and coordinates shown are grid values and may be converted to surface values by dividing by a combined scale factor of 0.99973833. All measurements are in U.S. survey feet.
DATUM
Vertical: All elevations are based on the North American Vertical Datum of 1988 (NAVD88).
M at ch li ne S ee p la n be lo w
M at ch li ne S ee p la n ab ov e
* Monument to be set
End Project
26804-000-00
1'-7"
1'
1'-7"
O H
O H
O H
O H
O H
O H
O H
P T
S
T
A
T
OF
E
X
A
S
P
R
O
F
E
S
S
I
O
AL
G
I
N
E
E
R
ANDREA GLOVER
113650
L
I
C
E N S
E
D
3 4 5
2 3 4
United States Section s
L M
S
T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
D
F i l e n a m e
1 2
D
C
B
A
International Boundary & Water Commission
D
C
B
A
IN
TE
RN
AT
IO
N
AL
B
O U
N
DA
RY
A
N D
W
AT
ER
C
O M
M
IS
SI
O
N U
N
IT
ED
S
TA
TE
S
AN
D M
EX
IC
O U
N
IT
ED
S
TA
TE
S
SE
CT
IO
N
R E
V
N
O D
E S
C R
I P
T I O
N
O
F
R
E V
I S
I O
N D
E S
I G
N E
R
A
T
E
P l o t
S c a l e
P l o t
D e v i c e
A u t o C r s i o n
I N
T E
R
N
A
T
I
O
N
A
L
B
O
U
N
D
A
R Y A
N
D
W
A
T
E
R
C
O
M
M
I S
S
I O
N
C
O
I
M
O
I
S
N
C
A
R
N
T
E
N
I
D
E
LA
N
O I
T
E
S
M
I
I
L
E
Y
A
U
S
A
G
D a t e a n d
T i m e
P l o t t e d
P
M
D a t e
L a s t
S a v e d
P
M
T o d w g
IBWC Border V20210903
S h e e t S e t
N a m e
IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
I B
W C
B
W c t b
A N
S I
F u l l
B l e e
X
I n c h e s
D W
G
T o
P
D F p c
04-13-2022
191BWC22R0002
ADMIN APPROVAL
DESIGNED
TECHNICAL APPROVAL
CHECKED
DRAWN
Andrea Glover, PE
A.Glover
CA
AZ
N V
N M
TX
O K
SO
N
O
RA
CH
IH
U
AH
U A
CO
AH
U
IL
A
BA
JA CA N
BA
JA
CA
S
LE
O
N
DU
RA
N
GO
N
U N
I T E D
S T A
T E
S
M
EX
IC
O
M
EX
IC
O
ST
AT
ES
U
N
IT
ED
R
A
N D
E
C
A N
A L I Z
A T
I O
N
P
R O
J E
C T
S U
N L
A N
D
P
A R
K
L
E V
P
A I R
E A
S
L
V E
E
C O
N S
T R
U C
T I O
N
D
R A
W I N
G
USIBWC HQ-CON
BORDERLAND BRIDGE
UPSTREAM FLOODWALL
HANDRAIL
26743-000-00
0 63
NOTES:
1. The handrail shown above is based upon the design survey and the construction drawings. The final handrail shall be based upon completed site conditions.
2. Do not layout floodwall handrails until levee embankment clay has been placed to finish grade.
3. See Drawing 26749 for additional information on handrails to be installed on top of the floodwalls.
4. Install handrails along centerline of top of floodwall.
5. Dimensions for handrail post shown in section are approximate. Follow guidance on 26749 and provide shop drawing showing actual handrail dimensions prior to fabrication.
6. See Specification Section 03.15.00 for handrail anchor requirements.
7. Handrail pipe shall be 1
" NPS (schedule 40) pipe. See Specification Section 05.52.13 for additional handrail requirements.
DOWNSTREAM UPSTREAM
26743
BE
26743
BE
BE
26743
BORDERLAND BRIDGE UPSTREAM FLOODWALL
As viewed from levee
BORDERLAND BRIDGE UPSTREAM FLOODWALL
01020304050
7'-6" 7'-6" 7'-6" 7'-6"
1'-7
6'-1
" 6'-1
" 6'-1
6"
3'-9"
Top of finished levee clay
Existing floodwall
1'
Borderland Road
Install guardrail within
1 foot of handrail
3'-6"
3'-9"
New guardrail
Concrete slope paving
Existing floodwall
Existing crash cushion attenuator
B O
R D
E R
L A
B
I D
G E
New handrail
Levee centerline
G
P
I
P I
3 4 5
2 3 4
United States Section s
L M
S
T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
D
F i l e n a m e
1 2
D
C
B
A
International Boundary & Water Commission
D
C
B
A
IN
TE
RN
AT
IO
N
AL
B
O U
N
DA
RY
A
N D
W
AT
ER
C
O M
M
IS
SI
O
N U
N
IT
ED
S
TA
TE
S
AN
D M
EX
IC
O U
N
IT
ED
S
TA
TE
S
SE
CT
IO
N
R E
V
N
O D
E S
C R
I P
T I O
N
O
F
R
E V
I S
I O
N D
E S
I G
N E
R
A
T
E
P l o t
S c a l e
P l o t
D e v i c e
A u t o C r s i o n
I N
T E
R
N
A
T
I
O
N
A
L
B
O
U
N
D
A
R Y A
N
D
W
A
T
E
R
C
O
M
M
I S
S
I O
N
C
O
I
M
O
I
S
N
C
A
R
N
T
E
N
I
D
E
LA
N
O I
T
E
S
M
I
I
L
E
Y
A
U
S
A
G
D a t e a n d
T i m e
P l o t t e d
A
M
D a t e
L a s t
S a v e d
A
M
T o d w g
IBWC Border V20210903
S h e e t S e t
N a m e
IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
I B
W C
B
W c t b
P r e v i o u s
P a p e r
S i z e
I n c h e s
A u t o C
P e n e r a l
D o c u m e n t a t i o n p c
191BWC22R0002
ADMIN APPROVAL
DESIGNED
TECHNICAL APPROVAL
CHECKED
DRAWN
Andrea Glover, PE
A.Glover
CA
AZ
N V
N M
TX
O K
SO
N
O
RA
CH
IH
U
AH
U A
CO
AH
U
IL
A
BA
JA CA N
BA
JA
CA
S
LE
O
N
DU
RA
N
GO
N
U N
I T E D
S T A
T E
S
M
EX
IC
O
M
EX
IC
O
ST
AT
ES
U
N
IT
ED
R
A
N D
E
C
A N
A L I Z
A T
I O
N
P
R O
J E
C T
S U
N L
A N
D
P
A R
K
L
E V
P
A I R
E A
V E
E
C O
N S
T R
U C
T I O
N
D
R A
W I N
G
USIBWC HQ-CON
BORDERLAND BRIDGE
DOWNSTREAM
FLOODWALL HANDRAIL
26744-000-00
DOWNSTREAM UPSTREAM
0 63
NOTES:
1. The handrail shown above is based upon the design survey and the construction drawings. The final handrail shall be based upon completed site conditions.
2. Do not layout floodwall handrails until levee embankment clay has been placed to finish grade.
3. See Drawing 26749 for additional information on handrails to be installed on top of the floodwalls.
4. Install handrails along centerline of top of floodwall.
5. Dimensions for handrail post shown in section are approximate. Follow guidance on 26749 and provide shop drawing showing actual handrail dimensions prior to fabrication.
6. See Specification Section 03.15.00 for handrail anchor requirements.
7. Handrail pipe shall be 1
" NPS (schedule 40) pipe. See Specification Section 05.52.13 for additional handrail requirements.
26744
BF
26744
BF
BF
26744
BORDERLAND BRIDGE DOWNSTREAM FLOODWALL
As viewed from levee
BORDERLAND BRIDGE DOWNSTREAM FLOODWALL
3020100
8'-4
" 8'-4
" 8'-4
1' 7" max
3'-9"
3'-7"
Borderland Road
Top of finished clay
Existing floodwall
Stop handrail when 3' 9" dimension reaches minimum handrail shown in Section AZ (26749)
6"
Concrete slope paving
New vehicle gate
Levee centerline
New handrail
Existing floodwall
B
O
R
D
E
R
L
A
A
D
S
T
A
E
X
A
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P
R
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F
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S
S
I
O
G
I
N
E
E
R
ANDREA GLOVER
113650
L
I
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E N S
E
04-13-2022
C
C
C
C
C
C
C
C
W
W
W
W
W
W
W
W
1'-7"
1'
3'-9"
1'-7"
5'-8
" 5'-8
" 5'-8
" 5'-8
1'-8
5'-5
" 5'-3
" 5'-3
" 1'
I B
W C
B
W c t b
P r e v i o u s
P a p e r
S i z e
I n c h e s
A u t o C e n e r a l
D o c u m e n t a t i o n p c
R
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A L I Z
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C T
S U
N L
A N
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A R
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L
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P
A I R
E A
V E
E
C O
N S
T R
U C
T I O
N
D
R A
W I N
G
USIBWC HQ-CON
COUNTRY CLUB BRIDGE
EAST UPSTREAM
FLOODWALL HANDRAIL
26745-000-00
191BWC22R0002
ADMIN APPROVAL
DESIGNED
TECHNICAL APPROVAL
CHECKED
DRAWN
Andrea Glover, PE
A.Glover
0 63
NOTES:
1. The handrail shown above is based upon the design survey and the construction drawings. The final handrail shall be based upon completed site conditions.
2. Do not layout floodwall handrails until levee embankment clay has been placed to finish grade.
3. See Drawing 26749 for additional information on handrails to be installed on top of the floodwalls.
4. Install handrails along centerline of top of floodwall.
5. Dimensions for handrail post shown in section are approximate. Follow guidance on 26749 and provide shop drawing showing actual handrail dimensions prior to fabrication.
6. See Specification Section 03.15.00 for handrail anchor requirements.
7. Handrail pipe shall be 1
" NPS (schedule 40) pipe. See Specification Section 05.52.13 for additional handrail requirements.
DOWNSTREAM UPSTREAM
B
S
26745
BS
COUNTRY CLUB BRIDGE EAST UPSTREAM FLOODWALL
403020100
Top of finished levee clay
Existing floodwall raised per Section B (CS103)
Country Club Road
Install guardrail within
1 foot of handrail
New guardrail
Concrete slope paving
Existing floodwall
Existing crash cushion attenuator
New handrail
Levee centerline
CA
AZ
N V
N M
TX
O K
SO
N
O
RA
CH
IH
U
AH
U A
CO
AH
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JA CA N
BA
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CA
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GO
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I T E D
S T A
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S
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2 3 4
United States Section s
L M
S
T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
D
F i l e n a m e
1 2
D
C
B
A
International Boundary & Water Commission
D
C
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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C R
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I G
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R
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P l o t
S c a l e
P l o t
D e v i c e
A u t o C r s i o n
I N
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R
N
A
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A
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B
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C
O
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I S
S
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C
O
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A
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E
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LA
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S
M
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E
Y
A
U
S
A
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D a t e a n d
T i m e
P l o t t e d
A
M
D a t e
L a s t
S a v e d
A
M
T o d w g
IBWC Border V20210903
S h e e t S e t
N a m e
IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
BS
26745
COUNTRY CLUB BRIDGE EAST UPSTREAM FLOODWALL
As viewed from levee
3763 3763
C O
U N
T R
Y
C
L U
B
B
R I D
G E
S
T
A
E
X
A
S
P
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S
I
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G
I
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ANDREA GLOVER
113650
L
I
C
E N S
E
1668+00
I
P I
1'-7"
1'
1'-7"
1' 7'-10
" 7'-10
" 7'-10
" 7'-10
" 7'-10
" 7'-10
" 4'-1
1'-8
7'-4
" 7'-4
" 7'-4
" 7'-4
" 7'-4
3'-9"
3'-9"
I B
W C
B
W c t b
P r e v i o u s
P a p e r
S i z e
I n c h e s
A u t o C e n e r a l
D o c u m e n t a t i o n p c
R
A
N D
E
C
A N
A L I Z
A T
I O
N
P
R O
J E
C T
S U
N L
A N
D
P
A R
K
L
E V
P
A I R
E A
V E
E
C O
N S
T R
U C
T I O
N
D
R A
W I N
G
USIBWC HQ-CON
COUNTRY CLUB BRIDGE
EAST DOWNSTREAM
FLOODWALL HANDRAIL
26746-000-00
191BWC22R0002
ADMIN APPROVAL
DESIGNED
TECHNICAL APPROVAL
CHECKED
DRAWN
Andrea Glover, PE
A.Glover
NOTES:
1. The handrail shown above is based upon the design survey and the construction drawings. The final handrail shall be based upon completed site conditions.
2. Do not layout floodwall handrails until levee embankment clay has been placed to finish grade.
3. See Drawing 26749 for additional information on handrails to be installed on top of the floodwalls.
4. Install handrails along centerline of top of floodwall.
5. Dimensions for handrail post shown in section are approximate. Follow guidance on 26749 and provide shop drawing showing actual handrail dimensions prior to fabrication.
6. See Specification Section 03.15.00 for handrail anchor requirements.
7. Handrail pipe shall be 1
" NPS (schedule 40) pipe. See Specification Section 05.52.13 for additional handrail requirements.
DOWNSTREAM
UPSTREAM
26746
BU
26746
BU
COUNTRY CLUB BRIDGE EAST DOWNSTREAM FLOODWALL
Top of finished levee clay
Existing floodwall
Concrete slope paving
Existing floodwall
New vehicle gate
N
W
M
X
I
C
O
New handrail
Levee centerline
CA
AZ
N V
N M
TX
O K
SO
N
O
RA
CH
IH
U
AH
U A
CO
AH
U
IL
A
BA
JA CA N
BA
JA
CA
S
LE
O
N
DU
RA
N
GO
N
U N
I T E D
S T A
T E
S
M
EX
IC
O
M
EX
IC
O
ST
AT
ES
U
N
IT
ED
3 4 5
2 3 4
United States Section s
L M
S
T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
D
F i l e n a m e
1 2
D
C
B
A
International Boundary & Water Commission
D
C
B
A
IN
TE
RN
AT
IO
N
AL
B
O U
N
DA
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A
N D
W
AT
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C R
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I O
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I G
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P l o t
S c a l e
P l o t
D e v i c e
A u t o C r s i o n
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A
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A
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D a t e a n d
T i m e
P l o t t e d
A
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D a t e
L a s t
S a v e d
A
M
T o d w g
IBWC Border V20210903
S h e e t S e t
N a m e
IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
0 82 4
20 30 40 50 60 70 80 90 100
BU
26746
COUNTRY CLUB BRIDGE EAST DOWNSTREAM FLOODWALL
As viewed from levee
T
E
X
A
S
Stop handrail when 3' 9" dimension reaches minimum handrail shown in Section AZ (26749)
04-13-2022
S
T
A
E
X
A
S
P
R
O
F
E
S
S
I
O
G
I
N
E
E
R
ANDREA GLOVER
113650
L
I
C
E N S
E
D
A
N
D
R
E
A G
L
O
V
E
R
N
E
W
M E
X
I
C
O
16634
R
E
E
N
I
G
N
E
L
A
N
O
ISS
E
F
O
R
P
D
E
S
N
E
C
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
N A
V D
N A
V D
1665+00 1666+00 1667+00 1668+00 1669+00 1670+00 1671+00 1672+00 1673+00 1674+00 1675+00 1676+00
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
0.00%
0.05%
3.25%
P V
I
S
T A
E L
P V
I
S
T A
E L
P
A
E
L
PVI STA: 1667+03.23
EL: 3754.98
PVI STA: 1667+55
EL: 3755.25
PVI STA: 1666+90.95
EL: 3754.58
PVI STA: 1666+79.42
EL: 3754.64
PVI STA: 1666+73.55
EL: 3754.60
W
W
W
W
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
J
B
E
J
B
E
M
H
O
H
O
H
C
C
C
C
C
O
U
N
T
Y
U
O H
O H
O H
O H
BM#44
X X
X
S
S
S
S
W
W
W
L P
L
P
F
O
F
O
F
O
W
V
T
E
X
A
S
N
X
I
C
O
O
H
G
G
G
G
G
G
G
V
STA: 1673+00.63
N: 307453.10
E: 1529873.69
STA: 1669+13.95
N: 307818.39
E: 1529746.89
MON#35043
MON#30429
MON#35871
P I
P I
P I
P I
P I
PI: 1667+76.73
PI: 1666+52.65
P I
1665+00
1670+00
1675+00
C261
WEST LEVEE
PLAN AND PROFILE
STA: 1665+00 TO 1676+00
R
A
N D
E
C
A N
A L I Z
A T
I O
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C T
S U
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A N
D
P
A R
K
L
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P
A I R
W E
V E
E
F o r
C o n s t r u c t i o n
Existing ground at ℄ of construction
M a t c h
L i n e
S
T A
LANDSIDE
RIVERSIDE
S e e s h e e t
C
USIBWC R.O.W. LINE.
NEW TOLE AT ℄
HORZ:
VERT:
0 100'25' 1"=50' 0 10'2 1/2' 1"=5'
NEW TOE
NEW TOE
17' TOP OF LEVEE WIDTH
℄ NEW LEVEE
ALIGNMENT
Existing conc. wall
Bridge
Existing conc. wall
Existing 12" A.C.
water line encased in steel pipe
STA: 1666+43.67
EL: Approx. 3748
Existing 30" RCP Schultz
Lateral WW#35C
STA: 1667+08.05
Invert EL: 3743.58
Existing electrical conduit
STA: 1667+30.00
EL: Approx. 3750
4'' steel natural gas line
STA: 1667+15.68
EL: Approx. 3752
Exist. electrical conduit
STA: 1667+30.22
EL: Approx. 3751
4'' Fiber optic line
STA: 1666+83.31
EL: Approx. 3747
4'' Fiber optic line
STA: 1666+30.99
EL: Approx. 3751
℄ of Country Club Bridge
WR-13 RAMP
RAMP ℄ LENGTH = 188.33'
SEE NOTE 2
WR-14 RAMP
SEE NOTE 2
RAMP 14-A ℄ LENGTH = 166.94'
RAMP 14-B ℄ LENGTH = 147.25'
BEGIN PROJECT
WEST LEVEE
STA : 1666+52.65
See Sheet C265
100-YR WSE
Schultz Lateral WW#35C
30" RCP
STA: 1667+03.85
Conc. paving
15.10' ℄ ALIGNMENT TO RAMP ℄
13.28' ℄ ALIGNMENT TO RAMP ℄
WR-15 RAMP
SEE C321
0.64%
-0.49%
3.25%
Note:
1. Encroachments including landscaping, fences, rockwalls, and overgrown vegetation may not be identified on the drawings. Contractor shall remove all encroachments encountered inside the ROW during construction unless otherwise noted.
2. Please see C321 for specific information about the levee construction near the entrance from Country Club Rd.
3. Work from Sta. 1667+03.23 through 1668+36.72 shall follow general layout of Typical Section 3. Through this area the roadway width shall be as shown on this drawing and on C265 instead of that indicated in the typical sections. New impervious fill material along crest and slope shall be 12" minimum thickness. Landside levee slope in this area varies, see C321 for additional slope information.
4. Typical Section 1 begins at Sta 1668+36.
5. WR-13 and WR-14 ramps shall be constructed per USIBWC Standard
Drawing 25084. WR-14 will have a 30 foot landing area, rather than the typical 100 foot.
6. See 26747 and 26748 for handrails required on existing floodwalls.
7. See 26492 for repair of upstream floodwall.
8. See 26479 to 26483 for Schultz Lateral construction.
I B
W C
B
W c t b
A N
S I f u l l b l e e x
I n c h e s
D W
G
T o
P
D F p c
3 4 5
2 3 4
United States Section
SOLICITATION/RFP NUMBER
s
L M
S
T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
D
F i l e n a m e
1 2
D
C
B
A
International Boundary & Water Commission
D
C
B
A
IN
TE
RN
AT
IO
N
AL
B
O U
N
DA
RY
A
N D
W
AT
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C
O M
M
IS
SI
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N U
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S
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S
AN
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SE
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V
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C R
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T I O
N
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F
R
E V
I S
I O
N S
I G
N A
T U
D
E S
I G
N E
R
A
T
E
CONTRACT NUMBER
P l o t
S c a l e
P l o t
D e v i c e
A u t o C r s i o n
I N
T E
R
N
A
T
I
O
N
A
L
B
O
U
N
D
A
R Y A
N
D
W
A
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E
R
C
O
M
M
I S
S
I O
N
C
O
I
M
O
I
S
N
C
A
R
N
T
E
N
I
D
E
LA
N
O I
T
E
S
M
I
I
L
E
Y
A
U
S
A
G
D a t e a n d
T i m e
P l o t t e d
P
M
D a t e
L a s t
S a v e d
A
M
C I B
W C d w g
IBWC Border V20170817
S h e e t S e t
N a m e
R
A
N D
E
C
A N
A L I Z
A T
I O
N
P
R O
J E
C T
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
Arcadis U.S. Inc., IBM15D0001/IBM17T0010
Arcadis U.S. Inc., 01-28-2022USIBWC HQ-CON
SEE 26479 TO 264814
FOR SCHULTZ LATERAL
A n d r e a
G l o v e r
P
E
R e p l a c e d b o u l d e r s w i t h g u a r d r a i l a d d e d
S c h u l t z
L a t e r a l
R h a d w a l l s r e v i s e d l a n d s i d e p a d g r a v e l a r e a u p d a t e d s t o c k p i l e e x t e n t s a d e d
N o t e s t o
191BWC22R0002
26971-000-01
Revision 1
See Sheet C321 and 26491
Move stockpiled rocks
ARCADIS US., Inc.
Texas Registered
1/28/2022 1/28/2022
V D
N A
V D
1698+00 1699+00 1700+00 1701+00 1702+00 1702+74
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
MON#35050
MON#35051
MON#11529
P I
1702+74
1700+00
I B
W C
B
W c t b
A N
S I f u l l b l e e x
I n c h e s
D W
G
T o
P
D F p c
3 4 5
2 3 4
United States Section
SOLICITATION/RFP NUMBER
s
L M
S
T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
D
F i l e n a m e
1 2
D
C
B
A
International Boundary & Water Commission
D
C
B
A
IN
TE
RN
AT
IO
N
AL
B
O U
N
DA
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A
N D
W
AT
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C
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M
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SI
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S
TA
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S
AN
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EX
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S
TA
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SE
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IO
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V
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C R
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T I O
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F
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E V
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I O
N S
I G
N A
T U
D
E S
I G
N E
R
A
T
E
CONTRACT NUMBER
P l o t
S c a l e
P l o t
D e v i c e
A u t o C r s i o n
I N
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R
N
A
T
I
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N
A
L
B
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U
N
D
A
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N
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W
A
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R
C
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M
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S
I O
N
C
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N
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A
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LA
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IBWC Border V20170817
S h e e t S e t
N a m e
R
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C T
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
Arcadis U.S. Inc., IBM15D0001/IBM17T0010
Arcadis U.S. Inc., 01-28-2022USIBWC HQ-CON
C264
WEST LEVEE
PLAN AND PROFILE
STA: 1698+00 TO 1702+74
R
A
N D
E
C
A N
A L I Z
A T
I O
N
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C T
S U
N L
A N
D
P
A R
K
L
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P
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W E
V E
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F o r
C o n s t r u c t i o n
Existing ground at ℄ of construction
LANDSIDE
M a t c h l i n e
S
T A
S e e s h e e t
C
USIBWC R.O.W. LINE
RIVERSIDE
0 100'25' 1"=50' 0 10'2 1/2' 1"=5'
HORZ:
VERT:
℄ NEW LEVEE
ALIGNMENT
Overgrown vegetation
Site post
Site post
Rockwall
Site post
Site post
2 inch pipes
2 inch pipe
Site post
Site post
2 inch pipes
Site post
West river bank
100-YR WSE
A n d r e a
G l o v e r
P
E
R e m o v e d b o u l d e r s
191BWC22R0002
26974-000-01
Revision 1
1/28/2022
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
N A
V D
N A
V D
1665+50 1666+00 1666+50 1667+00 1667+50 1668+00 1668+50 1669+00
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
0.00%
0.05%
P V
I
S
T A
E L
P
V
I
S
T
A
E
L
P V
I
S
T A
E L
PVI STA: 1666+90.95
EL: 3754.58
PVI STA: 1666+79.42
EL: 3754.64
PVI STA: 1667+03.23
EL: 3754.98
PVI STA: 1667+03.23
EL: 3754.48
PVI STA: 1666+73.55
EL: 3754.60
W
C
C
C
C
C
C
C
C
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
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F
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F
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B
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J
B
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H
O
H
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H
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H
O
H
C
S
S
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S
S
S
S
S
S
S
W
W
W
W
W
W
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P
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V
C
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N
T
C l u b r i d g o f u n t r y
1666+00
1667+00
1668+00 1669+00
P I
PI: 1667+24.95
PI: 1667+76.73
PI: 1668+36.72
P I
C265
WEST LEVEE
PLAN AND PROFILE
COUNTRY CLUB ROAD
BRIDGE
R
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A L I Z
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F o r
C o n s t r u c t i o n
LANDSIDE
RIVERSIDE
NEW TOLE AT ℄
Exist. Conc. wall
Road
Existing ground at
℄ of construction
NEW TOE
HORZ:
VERT:
0 40'10' 1"=20' 0 4'1' 1"=2'
℄ NEW LEVEE ALIGNMENT
Exist. Conc. wall
Conc. wall
Conc. paving
Conc. barrier
Conc. paving
Bridge edge
I B
W C
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W c t b
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I n c h e s
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2 3 4
United States Section
SOLICITATION/RFP NUMBER
s
L M
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T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
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F i l e n a m e
1 2
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International Boundary & Water Commission
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CONTRACT NUMBER
P l o t
S c a l e
P l o t
D e v i c e
A u t o C r s i o n
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W C d w g
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DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
Arcadis U.S. Inc., IBM15D0001/IBM17T0010
Arcadis U.S. Inc., 01-28-2022USIBWC HQ-CON
Approx. location of 4" fiber optic line
Electrical conduit size and elevation unknown
Two electrical conduits attached to the
Country Club Rd. Bridge
Natural gas main line size and elevation unknown
Exist. 12" A.C. water line encased in steel pipe
STA: 1666+43.67
EL: Approx. 3748
Exist. 30" RCP
Schultz Lateral WW#35C
STA: 1667+09.50
Invert EL: Approx. 3743.58
12" A.C. water line encased in steel pipe
Overhead electric
S i d e w a l k
C o n c s l a b
NEW TOE
Approx. location of 4" fiber optic line
Rock piles
Wood posts
4'' Steel natural gas line
STA: 1667+15.68
EL: Approx. 3752
Exist. Electrical conduit
STA: 1667+30.22
EL: Approx. 3751
Exist. Electrical conduit
STA: 1667+30.00
EL: Approx. 3750
4'' Fiber optic line
STA: 1666+83.31
EL: Approx. 3747
4'' Fiber optic line
STA: 1666+30.99
EL: Approx. 3751
Exist. Conc. wall edge
STA: 1666+33.65
EL: 3756.94
Exist. Conc. wall edge
STA: 1665+78.79
EL: 3756.84
Exist. Conc. wall edge
STA: 1667+18.90
EL: 3756.84
Exist. Conc. wall edge
STA: 1668+32.54
EL: 3756.81
Exist. Conc. slab
STA: 1666+25
EL: 3754.88
Exist. Conc. slab
STA: 1667+10
EL: 3755.44
Flap gate catchment
Flap gate catchment
S c h u l t z t e r l
C
Conc. drain
BEGIN PROJECT
WEST LEVEE
STA : 1666+52.65
REMOVE AND REPLACE
USIBWC VEHICLE GATE
SEE NOTES 10 AND 11
Notes:
1. Encroachments including landscaping, fences, rockwalls, and overgrown vegetation may not be identified on the drawings. Contractor shall remove all encroachments encountered inside the ROW during construction unless otherwise noted.
2. All proposed spot elevations indicate the top of the impervious fill material.
3. Concrete walls and slope paving on both sides of the bridge shall be protected in place. See IBM10C0018 drawings for existing floodwalls and concrete slope paving details.
4. Levee upstream of Country Club Road is currently under construction under USIBWC Contract
191BWC19C0010, record drawings are not available at this time.
5. For demolition work near Country Club Bridge intersection see sheet CS104.
6. Work from Sta. 1667+03.23 through 1668+36.72 shall follow general layout of Typical Section 3. Through this area the roadway width shall be as shown on this drawing and on C261 instead of that indicated in the typical sections. New impervious fill material along crest and slope shall be 12" minimum thickness. Landside levee slope in this area varies, see C321 for additional slope information.Levee upstream of Country Club Road is currently under construction under USIBWC Contract 191BWC19C0010, record drawings are not available at this time.
7. See C301, Detail 12, for aggregate roadway abutting the concrete driveway.
8. Levee slope transition from typical 3H:1V slope to slope tie-in at existing toe of concrete drain.
9. All signs shall be in accordance with USIBWC Standard Drawing 26424.
10. USIBWC Vehicle gates shall be in accordance with USIBWC Standard Drawing 26409. Gate hinge posts shall be on the riverside.
11. The exact location for this gate shall be carefully determined in the field to ensure that any impacts to floodwall, signs, and new ramp WR-15 are minimized. Do not install until COR has agreed to location of gate and stop posts.
12. The exact location of the signs will be determined in coordination with laying out the vehicle gate to ensure that these items do not impede each other.
13. Remove signs prior to construction if they are in the way or to protect them from damage. Reinstall removed signs after construction is complete.
14. Remove existing brush and aggregate material. Construct 6" minimum thickness of new aggregate roadway on existing subgrade. Compact top 12" of existing subgrade to 95% of the ASTM D698 maximum dry density. New aggregate roadway surface elevation shall match the elevations of the existing aggregate road surface. Area shall be graded to drain toward the flap gates.
15. Remove existing boulders.
16. Stoplog storage pad (18'x14') see sheet S102.
17. For West Levee Landside Ramp WR-15 information see sheet C321
18. If existing monument and witness post is disturbed, reset in accordance with Specification 02.21.000.
INSTALL MUTCD
OM3-R
REMOVE EXIST. IBWC SIGNS
INSTALL NEW IBWC
NOTICE SIGNS A AND F
INSTALL MUTCD
R1-1 STOP SIGN
SEE NOTE 14
SEE NOTE 15
Guardrail
Guardrail
SEE NOTE 16
POINT TABLE
Point # Station Offset Elevation
Description
1 1667+50.00 - 3755.25 WR-15 C/L
2 1668+47.02 27.08' Lt 3750.65
Toe of 3H:1V slope, end slope transition
Note: Point # is a circled note
PROPOSED REMOVABLE
STOPLOG FLOOD BARRIER
SEE SHEET CS105
USIBWC
R.O.W LINE
SEE NOTE 4
USIBWC R.O.W. LINE
100-YR WSE
Existing monument and
Witness Post
See Note 18
MON#35043
Texas - New Mexico state line
Sta. 1667+54.39
SEE NOTE 7
SEE NOTE 8
8" CONC. SHOULDER PAVING
SEE SHEET C321
13'-11" CRASH CUSHION
ATTENUATOR
SEE SHEET C321
6" CONC. PAD
SEE SHEET C321
WR-15 RAMP
CONC. DRAIN
MODIFICATION
SEE SHEET C321
GUY WIRE AND ANCHOR TO
BE PROTECTED IN PLACE
14'
2" HMAC OVERLAY
SEE SHEET C321
3.25%
0.64%
-0.49%
8" CONC. DRIVEWAY
SEE SHEET C321
USIBWC Vehicle gate
TRAFFIC RAIL EXTENSION
SEE SHEET CS105
Handrail
SEE NOTE 13
GRAVEL PAD LIMIT
SEE SHEET C321 &
26491
NEW CONCRETE
TRAFFIC RAIL
SEE SHEET CS105
NEW PARAPET WALL
SEE SHEET CS105
A n d r e a
G l o v e r
P
E
R e p l a c e d b o u l d e r s w i t h g u a r d r a i l a d d e d
S c h u l t z
L a t e r a l
R h a d w a l l s r e v i s e d l a n d s i d e p a d g r a v e l a r e a a n d u p d a t e d s t o c k p i l e e x t e n t s
191BWC22R0002
26975-000-01
Revision 1
NEW RCP SEE SHEET 26481
NEW RCP
SEE 26479
ARCADIS US., Inc.
Texas Registered
1/28/2022 1/28/2022
H
1' 7'-11
" 7'-11
" 7'-11
" 7'-11
" 7'-11
" 7'-11
" 7'-11
" 7'-11
" 7'-11
1'-7"
3'-9"
P r e v i o u s
P a p e r
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I n c h e s
A u t o C e n e r a l
D o c u m e n t a t i o n p c
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USIBWC HQ-CON
COUNTRY CLUB BRIDGE
WEST UPSTREAM
FLOODWALL HANDRAIL
26747-001-00
191BWC22R0002
ADMIN APPROVAL
DESIGNED
TECHNICAL APPROVAL
CHECKED
DRAWN
Andrea Glover, PE
A.Glover
DOWNSTREAM
UPSTREAM
26747
BV
COUNTRY CLUB BRIDGE WEST UPSTREAM FLOODWALL
Top of finished levee clay
Concrete slope paving
Existing floodwall
New handrail
CA
AZ
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United States Section s
L M
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T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
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F i l e n a m e
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International Boundary & Water Commission
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IBWC Border V20210903
S h e e t S e t
N a m e
IFB/RFP NUMBER CONTRACT NUMBER
CONTRACTOR/DESIGNER DRAWING NUMBER
USIBWC DRAWING NUMBER
BV
26747
COUNTRY CLUB BRIDGE WEST UPSTREAM FLOODWALL
As viewed from levee side in front of floodwall
403020100
Existing floodwall
SHEET 1 of 2
50 60 70
NOTES:
1. The handrail shown above is based upon the design survey and the construction drawings. The final handrail shall be based upon completed site conditions.
2. Do not layout floodwall handrails until levee embankment clay has been placed to finish grade.
3. See Drawing 26749 for additional information on handrails to be installed on top of the floodwalls.
4. Install handrails along centerline of top of floodwall.
5. Dimensions for handrail post shown in section are approximate. Follow guidance on 26749 and provide shop drawing showing actual handrail dimensions prior to fabrication.
6. See Specification Section 03.15.00 for handrail anchor requirements.
7. Handrail pipe shall be 1
" NPS (schedule 40) pipe. See Specification Section 05.52.13 for additional handrail requirements.
B
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ANDREA GLOVER
113650
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" 7'-11
" 7'-11
" 7'-11
" 7'-11
" 7'-11
" 7'-11
" 7'-11
" 7'-11
" 1'
3'-9"
1'-7"
P r e v i o u s
P a p e r
S i z e
I n c h e s
A u t o C e n e r a l
D o c u m e n t a t i o n p c
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W I N
G
USIBWC HQ-CON
COUNTRY CLUB BRIDGE
WEST UPSTREAM
FLOODWALL HANDRAIL
26747-002-00
191BWC22R0002
ADMIN APPROVAL
DESIGNED
TECHNICAL APPROVAL
CHECKED
DRAWN
Andrea Glover, PE
A.Glover
DOWNSTREAM
UPSTREAM
COUNTRY CLUB BRIDGE WEST UPSTREAM FLOODWALL
Top of finished levee clay
Concrete slope paving
Existing floodwall
New handrail CA
AZ
N V
N M
TX
O K
SO
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IH
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3 4 5
2 3 4
United States Section s
L M
S
T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
D
F i l e n a m e
1 2
D
C
B
A
International Boundary & Water Commission
D
C
B
A
IN
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RN
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N
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I G
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P l o t
S c a l e
P l o t
D e v i c e
A u t o C r s i o n
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S a v e d
A
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T o d w g
IBWC Border V20210903
S h e e t S e t
N a m e
IFB/RFP…
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