Excerpts 191BWC22C0011 Sunland Levee Dwgs.pdf

PDF 18 MB Posted Aug 11, 2026

Attached to: Country Club west Stoplog Rehabilitation
Solicitation number: 191BWC26B0013
Issued by: International Boundary and Water Commission U.S.-Mexico

About this file

Written by GovTribe AI · Aug 11, 2026

This is a Construction Plans document for the Rio Grande Canalization Project, Sunland Park Levee Repair, prepared by the International Boundary and Water Commission (IBWC), United States Section, dated March 4, 2022.

The project involves repair and restoration of approximately 8.4 miles of the East Levee along the east bank of the Rio Grande and approximately 0.6 miles of the West Levee along the west bank, spanning El Paso County, Texas and Doña Ana County, New Mexico. The East Levee work extends from Station 1511+19.16 to Station 1956+25.86, while the West Levee work extends from Station 1666+52.65 to Station 1697+74.24. The construction plans document includes detailed specifications for levee slopes, revegetation requirements, existing utility coordination, sign and gate replacement according to IBWC standards, surveying control points and monuments, right-of-way mapping, and concrete and structural details for the Country Club Bridge intersection. Key features include removal and replacement of USIBWC signs and vehicular gates, installation of new aggregate roadway and concrete improvements, structural repairs to existing concrete walls and slope paving, installation of guardrails and traffic barriers, and construction of new riprap and grouted riprap with bedding stone. The project requires coordination with utility companies including AT&T, natural gas providers, and irrigation district owners, with all utility relocations to be completed by utility owners at no cost to the contractor. The contract number is 191BWC22C0011, with design coordination through Arcadis U.S. Inc. under task order IBM15D001/IBM17T0010.

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CP#3036

CP#3037

CP#43

CP#1004

CP#44

CP#1006

TEXAS

NEW M

EXICO

NEW

TEXAS

NEW

MEXICO

NEW MEXICO

TEXAS, USA

COUNTRY CLUB RD

RIO GRANDE

ARTCRAFT RD.

RIO GRANDE

W . B

ORDER

ND R

RIO GRANDE

R A

R D

SUNLAND PARK DR.

RACETRACK DR.

NEW MEXICO

TEXAS, U

RIO GRANDE

G R

INTERNATIONAL BOUNDARY

AND WATER COMMISSION

UNITED STATES SECTION

RIO GRANDE CANALIZATION PROJECT

SUNLAND PARK LEVEE REPAIR

EAST LEVEE AND WEST LEVEE SEGMENT II

EL PASO COUNTY, TEXAS

DOÑA ANA COUNTY, NEW MEXICO

MARCH 4 2022

CONSTRUCTION PLANS

PROJECT DESCRIPTION

International Boundary & Water Commission - United States Section Sunland Park Levee Repair - East Levee (approximately

8.4 miles along the east bank of the Rio Grande) and West Levee (approximately 0.6 miles along the west bank of the Rio Gande) EL Paso County, Texas & Doña Ana County, New Mexico East Levee From STA. 1511+19.16 to STA. 1956+25.86 West Levee From STA. 1666+52.65 to STA. 1697+74.24.

Begin project East Levee

STA: 1511+19.16

End project East Levee

STA: 1956+25.86

NAL BOUNDARY AND WATER

COMM

ISSIO

C O

I M

CARN

DELANOI

TES

MIILE

NAL BOUNDARY AND WATER

COMM

ISSIO

C O

I M

CARN

DELANOI

TES

MIILE

LOCATION MAP

MONTOYAL LATERAL SIPHON

EL STA: 1531+81.65

: 1

5 M O

YA LATER

EL STA: 1761+95.33

ARTCRAFT RD. BRIDGE

EL STA: 1546+12.88

RACETRACK DR. BRIDGE

EL STA: 1933+03.55

SUNLAND PARK DR. BRIDGE

EL STA: 1906+67.82

W. B

ORDERLAND RD. B

RIDGE

R D.

: 1

VICINITY MAP

PROJECT

LOCATION

EL STA: 1517+76.72

W L

WL S

TA :1

.65

COUNTRY C

B R D. B

RID

Begin project West Levee

STA: 1666+52.65

End project West Levee

STA: 1697+74.24

ARCADIS US., Inc.

Texas Registered

Engineering Firm F-533

1/28/2022 1/28/2022

191BWC22R0002 26885-000-01191BWC22C0011

G002

SHEET INDEX AND

GENERAL NOTES

R I O

R A

N D

A N

A L I Z

A T

I O

R O

J E

C T

S U

N L

A N

A R

E V

A I R

USIBWC HQ-ESD

F O

O N

S T

R U

C T

I O

I B

W C

W c t b

A N

S I f u l l b l e e d

D x

I n c h e s

D W

T o

D F p c

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

L M

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

F i l e n a m e

1 2

International Boundary & Water Commission

O U

N D

O M

N U

D M

O U

R E

O D

E S

C R

I P

T I O

E V

I S

I O

N S

I G

N A

T U

E S

I G

N E

A T

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

V e r s i o n

I N

T E

R Y A

I S

I O

O I

D a t e a n d

T i m e

P l o t t e d

D a t e

L a s t

S a v e d

G I B

W C d w g

IBWC Border V20170817

S h e e t S e t

N a m e

N D

A N

A L I Z

A T

I O

R O

J E

C T

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 C25 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 26886-000-03 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

27264-000-01

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 Chicane Manufacturer and Installation

27094-000-00

Montoya Intercepting Drain Plan and Profile, Current Conditions and 1959 Profile

A n d r e a

G l o v e r

U p d a t e d d r a w i n g l i s t

Revisions 1, 2 & 3

191BWC22R0002

26886-000-03

A n d r e a

G l o v e r

U p d a t e d d r a w i n g l i s t

A n d r e a

G l o v e r

U p d a t e d d r a w i n g l i s t

ARCADIS US., Inc.

Texas Registered

Engineering Firm F-533

1/28/2022 1/28/2022

191BWC22C0011

LEGEND

Match line

SYMBOL LEGEND

ABBREVIATIONS

SS SS Storm sewer line

Gas line

Wood fence

Match line STA : XX+XX See sheet - XX

S S

Chain link fence

Sanitary sewer line

Water line

Pine tree

Tree

Mesquite tree

Palm tree

Wood post

Site post

Sign

Valve

Boulder

Down guy

Shrub

Overhead electricOH

Electric conduitC C C

Iron fenceIF IF

Fiber opticFO FO

Detail markers

Section markers

Title markers

Pipe fenceX X

USIBWC R.O.W. line

Restoration limit

Gas line

Existing major contours

Rockwall

Vehicular gate

Texas - New Mexico state line

CP#XXXX

Levee centerline

Ramp centerline

Guardrail

Existing benchmark

ALIGN. Alignment

ALUM. Aluminum

Approx.

BEG.

CMP

Conc.

Cont.

Dia

DWG.

EGL

ELEC

EOP

Exist.

Begin Project

Approximate

Beginning

Curve

Corrugated metal pipe

Concrete Continuous Control point

Diameter

Drawing Easting

Existing ground level

Elevation Electric Electric meter

End of Project

Existing

Flag pole

Expansion Joint

Top of Topsoil

New Toe

DWG#

TITLE

SUBTITLE

DWG#

Existing ground

LEGEND

(CONTINUED)

Rock riprap

Riprap - Plan view

Riprap - Section view

Bedding stone

EP#1 EI Paso Country Water Improvement District #1

EBID Elephant Butte Irrigation District

ACI American concrete Institute ADD'L. Additional AISC American Institute of Steel Construction

ALT. Alternate

AND &

ASTM American society for testing materials

BOT. Bottom

B PL Base plate

C/C Center to center CJ Contraction joint ℄ Centerline CLR. Clear

COL. Column

CTR. Center CONST. Construction DET. Detail

DIM. Dimension

EA. Each

EE Each end EF Each face

EJ Expansion joint

EMBD. Embedded

EQV Equivalent

EW Each way EQ. Equal

EXP. Expansion

F/S Flood side

FTG. Footing

WSE

WWR

Water surface elevation

Water valve

Welded wire reinforcement

WS. Water stop

WT Weight

WWF Welded wire fabric

Shoulder Limit

Undisturbed soil

Concrete

Grout / Sand

Structural steel

Aluminum stoplog

Compacted subgrade

Proposed Guardrail

ICV

JBE

H / Horiz.

H.P.

ICV

I.D.

IRR

JBE

Gas meter

Gas valve

Horizontal

Inner diameter Irrigation

Line

Ft Feet GALV. Galvanized

GR. Grade

HT. Height

IBC

JT. Joint K.

LB. Pounds

MHT

L/P

P/P

L/P

Max.

MHT

NO.

PVC

P/P

Light pole

Landside Maximum

Manhole

Telephone manhole

Number

Overhead electric Point of Curve Page Point of intersection

Polyvinyl chloride

Power pole

Lt Left

N Northing NA Not Available

MON#XXXX

MON

Min.

MID.

R.O.W. monument

Minimum Middle Ordinate

LG. Long

Nos. Numbers NTS Not to scale OC On center OD Outside diameter

PL Plate

Point of Tangency

P/S Protected side

PSI Pounds per square inch

PVI

RCP

RD.

R.O.W.

STA

TOC

TOLE

T.O.W.

U.S.

V / VERT.

W W/

Point of vertical intersection

Reinforced concrete pipe Road

Right of way Riverside

Station

Top of concrete Top of levee elevation

Telephone pedestal Top of wall

United States Vertical Width With Water meter

Rt Right

RAD. Radius

REINF. Reinforcing REQ'D. Required

SCHED. Schedule SECT. Section SF Square feet SHT. Sheet SIM. Similar SPA. Spaces or spacing SPRD. Spread SS Stainless steel

STD. Standard STLP. Stoplog post STR. Structural SYM. Symmetrical SL Slope T/ Top of T&B Top and bottom THK. Thick

TOS Top of steel

TYP. Typical

W/O Without WP Work point

Grouted riprap and bedding stone

Crash cushion attenuator

HMAC overlay

Site concrete

Concrete wall

Remove concrete paving

Remove asphalt overlay

F/S Flood side

YR. Year

CRCP Continuous reinforced concrete pavement

PSF Pounds per square foot

HMAC Hot-mix asphalt concrete

High point International building codes Irrigation control valve

Junction box electric

Kip (1000 Pounds)

M.E.G. Meet existing grade

TTJ Transverse tie joint

LCJ Longitudinal construction joint

LTJ Longitudinal tie joint

Demolition

Preformed expansion joint material

Fill (Impervious material)

Excavation (Levee) and fill (Impervious material)

Excavation (Levee)

Min. vegetation-free zone

New aggregate surface - Plan view

New aggregate roadway - Section view

Transverse tie joint

Longitudinal tie joint

Longitudinal construction joint

Contraction joint xxx x Welded wire reinforcing (WWR)

Detectable warning system

Existing Concrete Slope Paving

LEGEND

Match line

SYMBOL LEGEND

ABBREVIATIONS

SS SS Storm sewer line

Gas line

Wood fence

Match line STA : XX+XX See sheet - XX

S S

Chain link fence

Sanitary sewer line

Water line

Pine tree

Tree

Mesquite tree

Palm tree

Wood post

Site post

Sign

Valve

Boulder

Down guy

Shrub

Overhead electricOH

Electric conduitC C C

Iron fenceIF IF

Fiber opticFO FO

Detail markers

Section markers

Title markers

Pipe fenceX X

USIBWC R.O.W. line

Restoration limit

Gas line

Existing major contours

Rockwall

Vehicular gate

Texas - New Mexico state line

CP#XXXX

Levee centerline

Ramp centerline

Guardrail

Existing benchmark

ALIGN. Alignment

ALUM. Aluminum

Approx.

BEG.

CMP

Conc.

Cont.

Dia

DWG.

EGL

ELEC

EOP

Exist.

Begin Project

Approximate

Beginning

Curve

Corrugated metal pipe

Concrete Continuous Control point

Diameter

Drawing Easting

Existing ground level

Elevation Electric Electric meter

End of Project

Existing

Flag pole

Expansion Joint

Top of Topsoil

New Toe

DWG#

TITLE

SUBTITLE

DWG#

Existing ground

LEGEND

(CONTINUED)

Rock riprap

Riprap - Plan view

Riprap - Section view

Bedding stone

EP#1 EI Paso Country Water Improvement District #1

EBID Elephant Butte Irrigation District

ACI American concrete Institute ADD'L. Additional AISC American Institute of Steel Construction

ALT. Alternate

AND &

ASTM American society for testing materials

BOT. Bottom

B PL Base plate

C/C Center to center CJ Contraction joint ℄ Centerline CLR. Clear

COL. Column

CTR. Center CONST. Construction DET. Detail

DIM. Dimension

EA. Each

EE Each end EF Each face

EJ Expansion joint

EMBD. Embedded

EQV Equivalent

EW Each way EQ. Equal

EXP. Expansion

F/S Flood side

FTG. Footing

WSE

WWR

Water surface elevation

Water valve

Welded wire reinforcement

WS. Water stop

WT Weight

WWF Welded wire fabric

Shoulder Limit

Undisturbed soil

Concrete

Grout / Sand

Structural steel

Aluminum stoplog

Compacted subgrade

Proposed Guardrail

ICV

JBE

H / Horiz.

H.P.

ICV

I.D.

IRR

JBE

Gas meter

Gas valve

Horizontal

Inner diameter Irrigation

Line

Ft Feet GALV. Galvanized

GR. Grade

HT. Height

IBC

JT. Joint K.

LB. Pounds

MHT

L/P

P/P

L/P

Max.

MHT

NO.

PVC

P/P

Light pole

Landside Maximum

Manhole

Telephone manhole

Number

Overhead electric Point of Curve Page Point of intersection

Polyvinyl chloride

Power pole

Lt Left

N Northing NA Not Available

MON#XXXX

MON

Min.

MID.

R.O.W. monument

Minimum Middle Ordinate

LG. Long

Nos. Numbers NTS Not to scale OC On center OD Outside diameter

PL Plate

Point of Tangency

P/S Protected side

PSI Pounds per square inch

PVI

RCP

RD.

R.O.W.

STA

TOC

TOLE

T.O.W.

U.S.

V / VERT.

W W/

Point of vertical intersection

Reinforced concrete pipe Road

Right of way Riverside

Station

Top of concrete Top of levee elevation

Telephone pedestal Top of wall

United States Vertical Width With Water meter

Rt Right

RAD. Radius

REINF. Reinforcing REQ'D. Required

SCHED. Schedule SECT. Section SF Square feet SHT. Sheet SIM. Similar SPA. Spaces or spacing SPRD. Spread SS Stainless steel

STD. Standard STLP. Stoplog post STR. Structural SYM. Symmetrical SL Slope T/ Top of T&B Top and bottom THK. Thick

TOS Top of steel

TYP. Typical

W/O Without WP Work point

Grouted riprap and bedding stone

Crash cushion attenuator

HMAC overlay

Site concrete

Concrete wall

Remove concrete paving

Remove asphalt overlay

F/S Flood side

YR. Year

CRCP Continuous reinforced concrete pavement

PSF Pounds per square foot

HMAC Hot-mix asphalt concrete

High point International building codes Irrigation control valve

Junction box electric

Kip (1000 Pounds)

M.E.G. Meet existing grade

TTJ Transverse tie joint

LCJ Longitudinal construction joint

LTJ Longitudinal tie joint

Demolition

Preformed expansion joint material

Fill (Impervious material)

Excavation (Levee) and fill (Impervious material)

Excavation (Levee)

Min. vegetation-free zone

New aggregate surface - Plan view

New aggregate roadway - Section view

Transverse tie joint

Longitudinal tie joint

Longitudinal construction joint

Contraction joint xxx x Welded wire reinforcing (WWR)

Detectable warning system

Existing Concrete Slope Paving G003

ABBREVIATIONS, LEGEND

AND SYMBOLS

G R

E C

P R

C T

D P

E R

Fo r C on st ru ct io n

C _B

.c tb

A N

S I f ul l b le ed

D (2

In ch es

D W

G T o P

D F.

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

.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

F ile na m e

1 2

International Boundary & Water Commission

O U

N D

O M

N U

D M

O U

N O

C R

O N

O F

G N

R E

O F

N D

CONTRACT NUMBER

Pl ot

S ca le Pl ot D ev ic e

Au to

V er si on

NAL BOUNDARY AND WATER

COMM

ISSIO

C O

I M

CARN

DELANOI

TES

MIILE

D at e an d Ti m e

Pl ot te d

D at e

La st

S av ed

dw g

IBWC Border V20170817

Sh ee tS et

N am e R

R A

N D

E C

A N

O N

P R

C T

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D0001/IBM17T0010

Arcadis U.S. Inc., 01-28-2022USIBWC HQ-ESD

1/28/2022

ARCADIS US., Inc.

Texas Registered

Engineering Firm F-533

1/28/2022

191BWC22R0002

26887-000-00

C _B

.c tb

A N

S I f ul l b le ed

D (2

In ch es

D W

G T o P

D F.

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

.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

F ile na m e

1 2

International Boundary & Water Commission

O U

N D

O M

N U

D M

O U

N O

C R

O N

O F

G N

R E

O F

N D

CONTRACT NUMBER

Pl ot

S ca le Pl ot D ev ic e

Au to

V er si on

NAL BOUNDARY AND WATER

COMM

ISSION

C O

I M

CARN

DELANOI

TES

MIILE

D at e an d Ti m e

Pl ot te d

M D at e

La st

S av ed

dw g

IBWC Border V20170817

Sh ee tS et

N am e R

R A

N D

E C

A N

O N

P R

C T

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D0001/IBM17T0010

Arcadis U.S. Inc., USIBWC HQ-ESD 01-28-2022

G006

WEST LEVEE

EXISTING UTILITY

INFORMATION

G R

E C

P R

C T

D P

E R

Fo r C on st ru ct io n

1666+38.00 - 5 ft min. cover

Water Line El Paso Water (EPW) Amy Castner acastner@epwater.org

(915) 594-5647

Al Quijano pquijano@epwater.org 1154 Hawkins Blvd. El Paso, TX 79925

12" A.C encased in steel pipe

1666+77.26 -

3.5 ft deep at JBE and drops approx. 6 ft as it approaches the levee

Fiber Optic Line City of El Paso (CoEP) Victor Pereda PeredaVM@elpasotexas.gov

(915) 472-3549

Basilio Ontiveros ontiverosbx@elpasotexas.gov

(915) 212-7075

4" Line, attached to upstream side of Country Club Bridge and then parallel to the road

1666+83.31 - 8 ft min. cover at manhole

Fiber Optic Line AT&T Shawn Sather OSP Planning & Engineering ss1038@att.com Cell: 915-342-3172 Ofc: 915-595-5118

4" Line, contact AT&T to verify location

1666+82.38 18.38 Rt NA

Overhead Electric El Paso Electric (EPE) Raul Guel

(915) 543-4015 raul.guel@epelectric.com 100 N. Stanton St. Suite 171, El Paso, TX 79901

Runs above downstream edge of Country Club Bridge and continues parallel to the road

1667+17.27 29.27 Lt. Approx. 3752

Natural Gas Line Texas Gas Service (TGS) Saul Magallanes saul.magallanes@onegas.com

(o) 915-682-7356

4" steel line, attached to downstream edge of Country Club Bridge and then parallel to the road

1667+35.65 50.59 Lt. Approx. 3750

Electrical Conduit AT&T Shawn Sather OSP Planning & Engineering ss1038@att.com Cell: 915-342-3172 Ofc: 915-595-5118

Attached to downstream edge of Country Club Bridge and then parallel to the road

1667+35.88 50.24 Lt. Approx. 3751

Electrical Conduit AT&T Shawn Sather OSP Planning & Engineering ss1038@att.com Cell: 915-342-3172 Ofc: 915-595-5118

Attached to downstream edge of Country Club Bridge and then parallel to the road

1696+82.57 - -

Overhead Electric El Paso Electric (EPE) Raul Guel

(915) 543-4015 raul.guel@epelectric.com 100 N. Stanton St. Suite 171, El Paso, TX 79901

Runs parallel with west levee and crosses the levee at 1696+82.57

EXISTING UTILITY INFORMATION

STATION OFFSET ELEVATION UTILITY TYPE UTILITY OWNER AND CONTACT

INFORMATION REMARKS

NOTES:

1. Elevations provided are at levee centerline unless an offset is noted.

1667+03.85 - 3743.58

Schultz Lateral

WW#35C

Elephant Buttle Irrigation District (EBID) Zach Libbin zlibbin@ebid-nm.org

(575) 993-2525

30" RCP

EXISTING IRRIGATION STRUCTURES

STATION OFFSET ELEVATION STRUCTURE

NAME

STRUCTURE OWNER AND

CONTACT INFORMATION REMARKS

ARCADIS US., Inc.

Texas Registered

Engineering Firm F-533

1/28/2022 1/28/2022

191BWC22R0002

26890-000-00

L3 L4

L5 L6 L7 L8

L10

L11

L12

L13

C3 C4

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#201

MON#212

MON#35033

MON#35034

MON#35035

MON#35036

MON#208

W E

S T

AFT R

DONIPHAN

G A

LIN

O R

D U

D E

O N

TIVER

SIXTA

ONTO

ESTAN

MELODY

W O

O D

RIO GRANDE

STRAHAN

.BO

R D

LAN

D R

. BO

R D

LAN

D R

A R

R D

CP#1005

CP#1007

G G

MON#26828

MON#35039

MON#35040

MON#412

MON#411

MON#30454

MON#41048

MON#41047

MON#30455

MON#408

MON#35043

MON#30449

MON#35870

MON#30446

MON#35047

MON#26839

MON#35048

MON#35049

MON#35050

MON#35051

MON#11529

MON#35871

MON#406

MON#26826

MON#26827 L18

L21

L22

L23 L24 L25 L26 L27 L28 L29 L30

MON#41050

MON#41049

MON#30429

MON#35865

MON#30447

MON#30448

L14

L16

L17

A S

STERLING

W C

R O

RIO GRANDE

RIO GRANDEC

U N

B R

G R

C O

M O

ROCKWOOD

LIVE OAK

R O

WHITE OAK

C O

U N

Y C

B R

C O

U N

A K

N E

W M

E X

WEST LEVEE R.O.W. - LINE TABLE

LINE NO.

L10

L11

L12

L13

L14

L16

L17

L18

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

310042.03

309910.89

308288.94

307918.33

308053.44

307997.51

306907.48

306722.23

306532.02

306340.33

306156.51

305932.93

305598.31

304808.28

BEG. EASTING

1531892.1534

1531872.6035

1531840.3190

1531659.7544

1531433.4271

1531431.6686

1531414.9495

1531365.0746

1531038.0705

1531023.8099

1530316.6785

1530326.4741

1530423.2795

1529516.2900

1529492.7737

1529492.6534

1529522.9006

1530133.9574

1529537.1998

1529556.9500

1529941.9500

1529994.9700

1530025.2600

1530033.3359

1530022.0000

1529996.6125

1529922.0194

1529706.4411

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

309910.89

309423.36

308093.10

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

1529492.65

1529417.20

1529592.13

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

131.14

493.34

207.71

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

S0° 03' 09.16"W

S8° 47' 51.49"W

S19° 28' 05.49"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.

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

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

G107

WEST LEVEE SURVEY

CONTROL - EXISTING

R.O.W. LINE AND CURVE

TABLES

G R

E C

P R

C T

D P

E R

Fo r C on st ru ct io n

0 1000'250' 1"=500'

C _B

.c tb

A N

S I f ul l b le ed

D (2

In ch es

D W

G T o P

D F.

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

.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

F ile na m e

1 2

International Boundary & Water Commission

O U

N D

O M

N U

D M

O U

N O

C R

O N

O F

G N

R E

O F

N D

CONTRACT NUMBER

Pl ot

S ca le Pl ot D ev ic e

Au to

V er si on

NAL BOUNDARY AND WATER

COMM

ISSION

C O

I M

CARN

DELANOI

TES

MIILE

D at e an d Ti m e

Pl ot te d

M D at e

La st

S av ed

dw g

IBWC Border V20170817

Sh ee tS et

N am e R

R A

N D

E C

A N

O N

P R

C T

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D0001/IBM17T0010

Arcadis U.S. Inc., USIBWC HQ-ESD 01-28-2022

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 Se e pl an b el ow

M at ch li ne Se e pl an a bo ve

End Project

Begin Project

ARCADIS US., Inc.

Texas Registered

Engineering Firm F-533

1/28/2022 1/28/2022

191BWC22R0002

26897-000-00

G G

W E

S T

AFT R

DONIPHAN

G A

LIN

O R

D U

D E

O N

TIVER

SIXTA

ONTO

ESTAN

MELODY

W O

O D

RIO GRANDE

STRAHAN

.BO

R D

LAN

D R

. BO

R D

LAN

D R

A R

R D

L1 L2 L3

L5 L6 L7

L10

L11

L12

L13

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

A S

STERLING

W C

R O

RIO GRANDE

RIO GRANDEC

U N

B R

G R

C O

M O

ROCKWOOD

LIVE OAK

R O

WHITE OAK

C O

U N

Y C

B R

T R

C O

U N

A K

N E

W M

E X

L14

L15 L16

MON#41050

L17

L18

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.

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.

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

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

G R

A N

D E

C A

N A

N P

R O

S U

N D

P A

R K

L E

V E

E R

E P

W E

S T

E E

Fo r C on st ru ct io n

0 1000'250' 1"=500'

DATUM

C _B

.c tb

A N

S I f ul l b le ed

D (2

In ch es

D W

G T o P

D F.

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

International Boundary & Water Commission

O U

N D

O M

N U

D M

O U

R E

V N

O D

E S

C R

O N

O F

R E

N A

E O

F D

E S

E R

A N

D D

CONTRACT NUMBER

P lo t S ca le P lo t D ev ic e

A ut oC A

D V er si on

NAL BOUNDARY AND WATER

COM

ISSIO

C O

I M

CARN

DELANOI

TES

MIILE

D at e an d Ti m e

P lo tte d

M D at e

La st

S av ed

M G

dw g

IBWC Border V20170817

S he et S et N am e

G R

A N

D E

C A

N A

N P

R O

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

W E

S T

AFT R

DONIPHAN

G A

LIN

O R

D U

D E

O N

TIVER

SIXTA

ONTO

ESTAN

MELODY

W O

O D

RIO GRANDE

STRAHAN

.BO

R D

LAN

D R

. BO

R D

LAN

D R

A R

R D

L3 L4

L5 L6 L7 L8

L10

L11

L12

L13

C3 C4

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#201

MON#212

MON#35033

MON#35034

MON#35035

MON#35036

MON#208

CP#1005

CP#1007

G G

A S

STERLING

W C

R O

RIO GRANDE

RIO GRANDEC

U N

B R

G R

C O

M O

ROCKWOOD

LIVE OAK

R O

WHITE OAK

C O

U N

Y C

B R

C O

U N

A K

N E

W M

E X

MON#26828

MON#35039

MON#35040

MON#412

MON#411

MON#30454

MON#41048

MON#41047

MON#30455

MON#408

MON#35043

MON#30449

MON#35870

MON#30446

MON#35047

MON#26839

MON#35048

MON#35049

MON#35050

MON#35051

MON#11529

MON#35871

MON#406

MON#26826

MON#26827 L18

L21

L22

L23 L24 L25 L26 L27 L28 L29 L30

MON#41050

MON#41049

MON#30429

MON#35865

MON#30447

MON#30448

L14

L16

L17

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 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 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 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 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 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 ROW 2018 FXSA"

WEST LEVEE R.O.W. SURVEY CONTROL POINTS

CP#

NORTHING(Y)

322302.94

EASTING(X)

1531892.41

ELEVATION

3765.03

DESCRIPTION

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 ROW 2018 FXSA"

23ap 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 G108

WEST LEVEE SURVEY

CONTROL - EXISTING

BENCHMARKS, CONTROL

POINTS AND MONUMENTS

G R

E C

P R

C T

D P

E R

Fo r C on st ru ct io n

0 1000'250' 1"=500'

C _B

.c tb

A N

S I f ul l b le ed

D (2

In ch es

D W

G T o P

D F.

3 4 5

2 3 4

United States Section

SOLICITATION/RFP NUMBER

.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

F ile na m e

1 2

International Boundary & Water Commission

O U

N D

O M

N U

D M

O U

N O

C R

O N

O F

G N

R E

O F

N D

CONTRACT NUMBER

Pl ot

S ca le Pl ot D ev ic e

Au to

V er si on

NAL BOUNDARY AND WATER

COMM

ISSION

C O

I M

CARN

DELANOI

TES

MIILE

D at e an d Ti m e

Pl ot te d

M D at e

La st

S av ed

dw g

IBWC Border V20170817

Sh ee tS et

N am e R

R A

N D

E C

A N

O N

P R

C T

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D0001/IBM17T0010

Arcadis U.S. Inc., USIBWC HQ-ESD 01-28-2022

DATUM

Vertical: All elevations are based on the North American Vertical Datum of 1988 (NAVD88).

M at ch li ne Se e pl an b el ow

M at ch li ne Se e pl an a bo ve

* Monument to be set

End Project

Begin Project

ARCADIS US., Inc.

Texas Registered

Engineering Firm F-533

1/28/2022 1/28/2022

191BWC22R0002

26898-000-00

W E

S T

AFT R

DONIPHAN

G A

LIN

O R

D U

D E

O N

TIVER

SIXTA

ONTO

ESTAN

MELODY

W O

O D

RIO GRANDE

STRAHAN

.BO

R D

LAN

D R

. BO

R D

LAN

D R

A R

R D

L1 L2 L3

L5 L6 L7

L10

L11

L12

L13

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

A S

CP#1005

CP#1007

G G

STERLING

W C

R O

RIO GRANDE

RIO GRANDEC

U N

B R

G R

C O

M O

ROCKWOOD

LIVE OAK

R O

WHITE OAK

C O

U N

Y C

B R

C O

U N

A K

L14

L15 L16

MON#41050

L17

L18

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 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 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 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 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 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"

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

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"

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

SURVEY CONTROL -

EXISTING BENCHMARKS,

CONTROL POINTS AND

MONUMENTS

G R

A N

D E

C A

N A

N P

R O

S U

N D

P A

R K

L E

V E

E R

E P

W E

S T

E E

Fo r C on st ru ct io n

0 1000'250' 1"=500'

C _B

.c tb

A N

S I f ul l b le ed

D (2

In ch es

D W

G T o P

D F.

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

International Boundary & Water Commission

O U

N D

O M

N U

D M

O U

R E

V N

O D

E S

C R

O N

O F

R E

N A

E O

F D

E S

E R

A N

D D

CONTRACT NUMBER

P lo t S ca le P lo t D ev ic e

A ut oC A

D V er si on

NAL BOUNDARY AND WATER

COM

ISSION

C O

I M

CARN

DELANOI

TES

MIILE

D at e an d Ti m e

P lo tte d

M D at e

La st

S av ed

M G

dw g

IBWC Border V20170817

S he et S et N am e

G R

A N

D E

C A

N A

N P

R O

IBWC CONTRACTOR NAME

IBWC CONTRACT/TASK ORDER

Arcadis U.S. Inc., IBM15D0001/IBM17T0010

Arcadis U.S. Inc., 08-14-2019USIBWC HQ-ESD

191BWC22R0002

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

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 G G G G G G G G G…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 11, 2026.