191BWC26B0013 CC West Stoplog Rehab Drawings 20260806.pdf

CP#1004

CP#44

CP#1006

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RIO GRANDE

RIO GRANDE

INTERNATIONAL BOUNDARY

AND WATER COMMISSION

UNITED STATES SECTION

RIO GRANDE CANALIZATION PROJECT

SUNLAND PARK LEVEE

COUNTRY CLUB BRIDGE

WEST STOPLOG REHABILITATION

EL PASO COUNTY, TEXAS

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.

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END PROJECT

WEST LEVEE

STA: 1697+74.24

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VICINITY MAP

PROJECT

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VICINITY MAP

PROJECT

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1/28/2022 2015 09.21_primary_color.gif

AUGUST 6, 2026

SOLICITATION NO. 191BWC26B0013 28463-000-01

G002

EAST LEVEE

SHEET INDEX AND

GENERAL NOTES

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United States Section

SOLICITATION/RFP NUMBER

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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

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 LANDOWNERS.

1.5 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.

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.

DWG. NO.

G001 G002

CS105A

S113A

COVER SHEET

SHEET INDEX, GENERAL NOTES, LEGEND AND SYMBOLS

COUNTRY CLUB BRIDGE WEST JOINT REPAIR PLAN

COUNTRY CLUB BRIDGE WEST JOINT REPAIR DETAIL

DESCRIPTION

INDEX OF SHEETS

3.1 FULL CLOSURE OF COUNTRY CLUB BRIDGE IS PREFERRED TO COMPLETE THE WORK IN ONE CONTINUOUS OPERATION, SUBJECT TO APPROVAL BY THE CITY OF EL PASO. IF FULL CLOSURE IS NOT APPROVED, THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC OR SHIFT TRAFFIC AS PERMITTED BY THE APPROVED TRAFFIC CONTROL PLAN.

3.2 TEMPORARY TRAFFIC CONTROL SHALL BE IN COMPLIANCE WITH TEXAS DEPARTMENT OF TRANSPORTATION REQUIREMENTS

AND TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD).

3.3 SUBMIT TRAFFIC CONTROL PERMIT AT LEAST TWO WEEKS PRIOR TO THE START OF WORK. CONTRACTOR IS REQUIRED

TO COMPLY WITH THE PERMIT CONDITIONS FOR THE DURATION OF THE WORK.

SYMBOL LEGEND

Pine tree

Tree

Wood post

Site post

Sign

Valve

Boulder

Down guy

Shrub

Detail markers

Title markers

Vehicular gate

Existing benchmark

ID

DWG#

ID

DWG#

TITLE

SUBTITLE

LEGEND

W Water line

Electric conduitC C C

Fiber opticFO FO

USIBWC R.O.W. line

Restoration limit

Existing major contours

Guardrail

Concrete

Structural steel

Compacted subgrade

Preformed expansion joint material

New aggregate roadway - Section view

Detectable warning system

Existing Concrete Slope Paving

ARCADIS US., Inc.

Texas Registered

Engineering Firm F-533

1/28/20222/02/20262/24/2026

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1.6 ANY INFRASTRUCTURE LOCATED WITHIN THE CITY OF EL PASO RIGHT-OF-WAY MUST FOLLOW THE

DESIGN STANDARDS FOR CONSTRUCTION, IN ACCORDANCE WITH ITS MUNICIPAL CODE.

1.7 ANY DAMAGED INFRASTRUCTURE AS A RESULT OF THIS PROJECT SHALL BE RESTORED TO THE SAME OR

BETTER CONDITION.

1.8 ALL TRANSITIONS TO EXISTING INFRASTRUCTURE SHALL BE SMOOTH AND FREE OF TRIPPING HAZARDS.

1.9 A CERTIFICATE OF COMPLETION FROM THE CITY OF EL PASO SHALL BE OBTAINED FOR PROJECT

COMPLETION.

4.1 THE STREETS AND MAINTENANCE DEPARTMENT DOES NOT LINE-SPOT STREETLIGHTS. CONTRACTORS

MUST PROVIDE THEIR OWN LINE SPOTTING AND POTHOLING PRIOR TO CONSTRUCTION.

4.2 CONTRACTORS SHALL VERIFY THAT ALL STREETLIGHTS ARE OPERATIONAL AND IN GOOD CONDITION

PRIOR TO WORK.

4.3 PRE-EXISTING ISSUES (DAMAGED CONDUITS, WIRING, ETC.) SHALL BE DOCUMENTED AND REPORTED TO

THE STREET LIGHT INSPECTOR PRIOR TO CONSTRUCTION, PREFERABLY DURING THE

PRECONSTRUCTION MEETING.

4.4 ANY CLAIMS OF PREEXISTING DAMAGE AFTER WORK BEGINS WILL BE THE CONTRACTOR'S

RESPONSIBILITY.

4.5 ANY DAMAGES TO STREETLIGHTS, CONDUITS, OR WIRING DURING WORK SHALL BE REPAIRED BY THE

CONTRACTOR AT THEIR EXPENSE.

4.6 CONTRACTORS SHALL REPORT AND COORDINATE ALL DAMAGES, REPAIRS, AND INSPECTIONS WITH THE

STREET LIGHT INSPECTOR BEFORE FINAL RESTORATION AND INSPECTION.

4.7 FOR STREETLIGHT INSPECTION OR REPAIR QUESTIONS, CONTACT:

CARLOS JAQUEZ - (915) 497-7478 / JAQUEZC@ELPASOTEXAS.GOV

4.8 THE EXISTING STREET ILLUMINATION SYSTEM SHALL BE PROTECTED AND PRESERVED.

TEMPORARY TRAFFIC CONTROL

EXISTING UTILITY COORDINATION

GENERAL NOTES

STREET ILLUMINATION (CITY OF EL PASO)

191BWC26B0013

28464-000-02

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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

OVERALL PLAN WITH STOPLOG LAYOUT

SCALE: 1" = 5'-0"

CS105A

COUNTRY CLUB

BRIDGE WEST

JOINT REPAIR PLAN

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Existing conc. barrier

Existing approachslab

S113A A

S113A A

Roadway centerline at abutment.

Existing floodwall

Approx. location of 4" fiber optic line

Existing conc. slope paving

Existing conc. wall

Existing JBE

Conc. Traffic Rail

Conc. Traffic Rail

12" water line encased in steel pipe

COUNTRY CLUB RD.

Electrical conduit size and elevation unknown

Bridge edge

Bridge edge

Overhead electric

Natural gas main line size and elevation unknown

Existing flap gate catchment

Flap gate catchment

Bridge column w/conc. capAsphaltsidewalk

Abutment

Existing bridge deck

Existing conc.

slope paving

LANDSIDE

RIVERSIDE

℄ of Country Club Bridge

W

EST LEVEE

TRAFFIC RAIL

EXTENSION

REMOVABLE

POST STLP-1

EX 4'-0" WIDE X 1'-6" THICK

BASE SLAB

REMOVABLE STOPLOG

POSTS (TYP)

STOPLOG PANELS (TYP)

4'-0"BASE SLAB

BEGINNING OFCONC. ROADWAY

℄ STOPLOG

2" HMAC OVERLAY

8" CONC.

DRIVEWAY

PARAPET WALL

BEGINNING OFASPHALT ROADWAY

AT&T MANHOLE AND

CONC. COLLAR

8" CONC. SHOULDER

PAVING

CRASH

CUSHION

ATTENUATOR

6" CONC. PAD

Headwall

CABLE ANCHOR

BRACKETS THRIE BEAM RAILS

ROLLED TO 25'

RADIUS

R 25'

CABLE ANCHOR

BRACKETS

25:1 TAPERED THRIE

BEAM

THRIE BEAM (TYP.)

1'' AIR GAP EXPANSION

JOINT

1'' AIR GAP EXPANSION

JOINT

1'' AIR GAP EXPANSION

JOINT

USIBWC R.O.W. LINE

USIBWC R.O.W. LINE

Saw cut 3/4" wide and full depth (8" +/-) at existing joint through the dowels toward concrete roadway side and fill with preformed expansion joint material in accordance with Section 03.15.16, subsection 3.3.

S113A

V2

S113A

V1

APPROXIMATE AREA OF CONCRETE SPALLING. SEE

SHEET S-113A FOR REPAIR AND REQUIREMENTS.

(TYP)

EDGE OF TRAVEL

LANE

ARCADIS US., Inc.

Texas Registered

Engineering Firm F-533

1/28/20222/02/20262/24/2026

191BWC26B0013

28465-000-01 re ct ed C al lo ut N ot es

6/ ry st al C ad illo

, P

Existing bridge approach slab

Exist. asphalt concrete pavement overlay

9"

2"

Exist. conc. footing

Crushed aggregate base

8"

24" - #6 Dowel @ 9" drilled and epoxied into existing slab

2" Clear cover (Typ)

3" Clear cover at bottom

1' -6

6"

#5 @ 5" c/c bar top & bottom

Crushed aggregate base

1 1/4" I.D. PVC sleeve

1 12" I.D. PVC sleeve

Compressible plug (sponge etc.)

Compressible plug (sponge etc.)

1-#5 (Typ)

4"

2" Preformed expansion joint material

2'-0"2'-0"

Exist. Bridge Approach Slab

Exist. Conc. Footing Exist. Conc. Pavement

Joint sealing compound

Backer rod

Preformed expansion joint material

3"

8"

4"

1 8" to

1 4" 3 4" to

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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

S113A

COUNTRY CLUB

BRIDGE WEST -

JOINT REPAIR DETAIL

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SCALE:1-1/2"=1'-0"CS105A

A-A

Riverside Landside

SECTION THROUGH STOP LOG GATE FOOTING

SCALE:6"=1'-0"

1 DETAIL - EXPANSION JOINT

See Detail 1

3/4" wide, full depth saw cut (8" +/-) on roadway side of existing joint. Sawcut through the dowels and fill with preformed expansion joint material in accordance with Section 03.15.16, subsection 3.3.

This represents the chipped/spalled concrete that is present at this joint, in the foundation concrete, and roadway concrete. Apply concrete patching material either Transpo Industries, Inc. - T-17 MMA Polymer Concrete Patching or The Williamette Valley Company - Fastpatch DPR-FAA Kit to the chipped/spalled concrete throughout the foundation and roadway area.

Remove loose concrete and other debris within the repair and clear of any dust before applying the concrete patching material. Apply concrete patching material per manufacturer's instructions.

SCALE:N.T.S.CS105A

2 VIEW 2 - LOOKING SOUTH

SCALE:N.T.S.CS105A

1 VIEW 1 - LOOKING NORTH

CS105A

ARCADIS US., Inc.

Texas Registered

Engineering Firm F-533

1/28/20222/02/20262/24/2026

191BWC26B0013

28466-000-01 re ct ed

C al lo ut

N ot e

6/ ry st al C ad illo

, P