Final Design Drawings_Door Replacement_RV03.pdf

PDF 1007 KB Posted Nov 21, 2025

Attached to: High-Lift Overhead Door Replacement Federal contract opportunity
Solicitation number: 70Z03126RALAM2003
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Nov 21, 2025

These documents are architectural design-build drawings for a U.S. Coast Guard high-lift overhead door replacement project located at the Rio Grande facility in Weslaco, Texas. The project (USCG Project Number: 31024368) involves removing two existing 8'x9' sectional overhead doors and installing one new 14'x14' high-lift sectional overhead door. The scope of work includes demolishing existing doors, modifying the opening, installing a new motorized door with safety features, adding two new steel bollards, connecting to existing electrical circuits, and ensuring proper alignment and operation. The project is being managed by the USCG Civil Engineering Unit in Miami, with a design-build approach scheduled for completion in November 2025.

The detailed plans specify precise installation requirements, including removing existing door hardware, preparing the opening, installing new perimeter flashing and trim, and protecting existing structural elements. The project site is located on a 4.91-acre lot with an 18,000 sq. ft. existing building, and the work must conform to various applicable codes including UFC, IBC, NFPA, ASTM, and OSHA standards. The contractor is required to field-verify all existing conditions and dimensions prior to beginning work, with a focus on maintaining the facility's operational integrity during the renovation.

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IMG_0662.jpeg	JPEG file	Nov 21, 2025
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Final Design Specifications_Door Replacement_RV02.pdf	PDF	Nov 21, 2025
70Z03126RALAM2003.pdf	PDF	Nov 21, 2025

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ATI

RIV

- HI

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PLA

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E W

WESLACO

G-001

G-

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M I

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I, FL

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JUAN J. CORREDOR

U.S. COAST GUARD

CIVIL ENGINEERING

USCG PROJECT NUMBER: 31024368

OPERATION RIVER WALL - HIGH-LIFT OVERHEAD DOOR REPLACEMENT

FACILITY- RIO GRANDE, WESLACO, TX

DESIGN-BUILD

U.S. COAST GUARD

CIVIL ENGINEERING UNIT

MIAMI

1 07 9

EAT S

GUA

O AS

M I

IL A

NI EE UN

S U

R D

M I

G DRAWING INDEX

SHEET ID SHEET # SHEET TITLE

GENERAL

G-001 1 COVER SHEET

G-002 2 ABBREVIATIONS, SYMBOLS LEGEND & PROJECT INFORMATION

ARCHITECTURE

A-111 3 OVERALL - SITE PLAN

A-111 4 DEMO AND PROPOSE HIGH LIFT OVERHEAD DOOR - FLOOR PLAN

VICINITY MAP

SCALE: NTS

NORTH

PLAN

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

DESIGN PROJECT MANAGER

USCG FACILITY RIO GRANDEWESLACO, TX

PROJECT LOCATION

VICINITY MAP

SCALE: NTS

NORTH

PLAN

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

PROJECT INFORMATION

PROJECT ADDRESS:

COAST GUARD FACILITY RIO GRANDE-

2611 W. Vo TECH DRIVE, WESLACO, TEXAS 78596.

ABBREVIATIONS

ABBV COMMENTS

& AND

@ AT

ABBV. ABBREVIATIONS

A.F.F. ABOVE FINISHED FLOOR

ARCH ARCHITECTURAL

BLDG. BUILDING

CL CENTER LINE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

DIM. DIMENSION

DWG DRAWINGS

EQ. EQUAL

EXIST. EXISTING

EXT. EXTERIOR

G GENERAL

INSUL. INSULATION

INT. INTERIOR

MAX. MAXIMUM

MIN. MINIMUM

NO. OR # NUMBER

NTS NOT TO SCALE

O.A. OVERAL

O.C. ON CENTER

OPNG OPENING

PPE PERSONAL PROTECTIVE

EQUIPMENT

PLWD. PLYWOOD

REF. REFERENCE

RPUID REAL PROPERTY UNIQUE

IDENTIFIER

SCHED. SCHEDULE

SECT. SECTION

SIM. SIMILAR

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

V.I.F. VERIFY IN FIELD

VTR. VENT THROUGH ROOF

W/ WITH

WD. WOOD

USCG ANNOTATION SYMBOLS LEGEND

KEYNOTE SYMBOLGRID IDENTIFIER

X/#

RPUID: ######

NAME

BUILDING

## SQ. FT.

NAME

ROOM

## SQ. FT.

FLOOR X#

BUILDING/ASSET IDENTIFIER ROOM NAME IDENTIFIER

SPOT ELEVATION INDICATORVERTICAL ELEVATION INDICATOR

APPLICABLE CODES

UFC 1-200-01 - GENERAL BUILDING REQUIREMENTS.

IBC 2021 - INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2021.

IECC 2021 - INTERNATIONAL BUILDING CODE (IBC) 2021.

ASCE 7-22

OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.

USCG DRAWING VIEW SYMBOLS LEGEND

NORTH

PLAN

TRUE N

XX###

0 1" 2"1/2"

XX###

GRAPHIC SCALES NORTH ARROWS

DRAWING VIEW INDICATOR EXTERIOR ELEVATION INDICATOR

ENLARGED DETAIL INDICATORS INTERIOR ELEVATION INDICATOR

BUILDING SECTION INDICATOR SECTIONAL VIEW INDICATOR

PLAN NORTH

TRUE NORTH

ELEVATION

NUMBER/ID

ELEVATION

DRAWING

SHEET

DRAWING

SHEET

NUMBER/ID

DRAWING

VIEW

NUMBER/ID

X# TITLE

SCALE: X=1'-0"

DRAWING VIEW TITLES

DRAWING

VIEW

NUMBER/ID

DRAWING

VIEW

TITLE

DRAWING

SCALE

DIMENSION CENTERLINE

1 1/8"

EQ EQ.

1 1/8"

DIMENSIONS

ALIGN

SCOPE OF WORK - GRAVE PAD

THE WORK INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO REMOVE TWO

EXISTING 8'X0" X 9'-0" SECTIONAL OVERHEAD DOORS AND INSTALL ONE NEW 14'-0" X 14'-0" HIGH-LIFT SECTIONAL OVERHEAD DOOR CENTERED WITHIN THE EXISTING OPENING. WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING:

1. REMOVE TWO EXISTING SECTIONAL DOORS, TRACKS, SPRINGS, HARDWARE, AND

ASSOCIATED ELECTRICAL CONNECTIONS.

2. REMOVE CENTER METAL PANEL AND FRAMING BETWEEN EXITING DOORS.

3. REMOVE EXISTING PIT LEVER ASSEMBLY AND CAP ALL OPENINGS FLUSH WITH FLOOR.

4. PREPARE AND MODIFY OPENING TO RECEIVE ONE NEW 14'-0" X 14'-0" HIGH-LIFT DOOR;

PROVIDE NEW STRUCTURAL SUPPORTS AS REQUIRED.

5. INSTALL NEW 14'-0" X 14'-0" HIGH-LIFT DOOR WITH MOTORIZED OPERATED, SAFETY

REVERSING SENSOR, AND WALL-MOUNTED CONTROL STATION.

6. INSTALL TWO NEW STEEL BOLLARDS, 4" DIAMETER, CONCRETE-FILLED AND PAINTED SAFETY

YELLOW, TO PROTECT THE NEW DOOR OPENING.

7. REINSTALL PREVIOUSLY REMOVED BOLLARDS IN THE NEW DOOR LOCATION AS REQUIRED

FOR PROTECTION AND ALIGNMENT.

8. INSTALL NEW PERIMETER FLASHING, METAL TRIM, AND SEALANT TO MATCH EXISTING WALL

FINISH AND PROFILE.

9. CONNECT NEW DOOR OPERATOR TO EXISTING ELECTRICAL CIRCUIT AND VERIFY

FUNCTIONAL OPERATION.

10. PROTECT EXISTING STRUCTURAL STEEL, WALL PANELS, AND DOCK EQUIPMENT DURING

CONSTRUCTION.

11. TEST COMPLETE DOOR ASSEMBLY FOR ALIGNMENT, SMOOTH OPERATION, AND SAFETY

FEATURES.

ALL WORK SHALL CONFORM TO APPLICABLE UFC, IBC, NFPA, ASTM, AND OSHA STANDARDS AND THE

DESIGN-BUILD SPECIFICATION FOR HIGH-LIFT SECTIONAL DOORS. THE CONTRACTOR SHALL

FIELD-VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK.

- G

- R

ABB

VIA

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N, S

LEG

D &

OJE

INF

TIO

WESLACO

G-002

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M I

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I, FL

. 3

U.S. COAST GUARD

CIVIL ENGINEERING

BUILDING A

EXISTING

18,000 SQ. FT.

LOT 3

213, 900.00 FT

4.91 ACRES

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

CONEX

BOX

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

ATI

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PLA

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ITE

WESLACO

A-101

A-

dw g

M I

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I, FL

. 3

U.S. COAST GUARD

CIVIL ENGINEERING

1 OVERALL SITE PLAN

SCALE: 1" = 30'-0"

NORTH

PLAN

30' 60'0

1 & 2 A-111

27'-0 1/2" V.I.F

8'-0" V.I.F

4'-0" V.I.F

D3 D5D5

D4D6

D1 D4

27'-0 1/2" V.I.F

6'-0 1/2" V.I.F

14'-0" V.I.F

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

2 PROPOSED HIGH LIFT DOOR FLOOR PLAN

SCALE: 1/32" = 1'-0"

NORTH

PLAN

1. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO START OF WORK.

2. REMOVE TWO EXISITNG 8'-0" X 9'-0" OVERHEAD DOORS, TRACKS, AND HARDWARE.

3. REMOVE CENTER METAL PANEL AND FRAMING BETWEEN DOORS AS REQUIRED TO

ACCOMMODATE NEW DOOR.

4. REMOVE EXISTING CENTER BOLLARD TO ALLOW INSTALLATION OF NEW DOOR.

5. PROTECT EXISTING LEFT AND RIGHT BOLLARDS TO REMAIN.

6. DISCONNECT EXISTING ELECTRICAL CONNECTIONS AND CONTROLS SERVING DOORS.

7. PROTECT EXISTING STEEL COLUMNS, WALL PANELS, AND OVERHEAD STRUCTURE

DURING DEMOLITION.

8. PROTECT EXISTING MOVABLE DOCK LEVELER AND ALL EQUIPMENT TO REMAIN.

9. PATCH ANY DAMAGED WALL PANELS OR SLAB SURFACES TO MATCH EXISTING

CONDITIONS.

GENERAL DEMOLITION NOTES

1. INSTALL ONE NEW 14'-0" X 14'-0" HIGH-LIFT SECTIONAL OVERHEAD DOOR LOCATED AT THE

NORTH EXISTING DOOR OPENING (FORMER DOOR 3 LOCATION), ALIGNED WITH EXISTING

STRUCTURE COLUMNS.

2. INSTALL NEW DOOR TRACKS, SPRINGS, AND MOTOR OPERATOR WITH SAFETY REVERSING

SENSOR AND WALL CONTROL STATION.

3. PROVIDE NEW STEEL SUPPORTS AND PURLINS AS REQUIRED FOR TRACK MOUNTING.

4. INSTALL TWO NEW STEEL BOLLARDS, 4" DIAMETER, CONCRETE-FILLED AND PAINTED

SAFETY YELLOW, CENTERED IN FRONT OF DOOR OPENING.

5. REINSTALL PREVIOUSLY REMOVED BOLLARDS IN NEW DOOR LOCATION, CLEAN AND

REPAINT AS REQUIRED FOR ALIGNMENT AND PROTECTION.

6. INSTALL NEW PERIMETER FLASHING, METAL TRIM, AND SEALANT TO MATCH EXISTING

COLOR AND PROFILE.

7. REPAIR AND INFILL ANY UNUSED OPENING AREAS WITH MATCHING METAL PANELS.

8. CONNECT NEW DOOR MOTOR TO EXISTING ELECTRICAL CIRCUIT AND VERIFY OPERATION.

9. TEST DOOR FOR SMOOTH OPERATION, SAFETY REVERSAL, AND ALIGNMENT.

10. PROTECT EXITING STRUCTURE AND EQUIPMENT THROUGHOUT INSTALLATION.

11. COVER PIT LEVELER OPENING WITH REMOVABLE STEEL PLATE ASSEMBLY ANCHORED TO

THE EXISTING CONCRETE SLAB. THE COVER SHALL BE CAPABLE OF SUPPORTING

EQUIVALENT FLOOR LOADS AND FINISHED TO MATCH ADJACENT SLAB ELEVATION.

INSTALLATION SHALL BE REVERSIBLE TO ALLOW REINSTALLATION OF THE DOCK LEVELER

BY THE LANDLORD IN THE FUTURE.

GENERAL PROPOSED NOTES

0 8' 16'

- G

- R

DEM

O A

PRO

POS

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IGH

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T O

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HEA

D D

OOR

- FL

OOR

PLA

WESLACO

A-111

A-

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M I

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I, FL

. 3

U.S. COAST GUARD

CIVIL ENGINEERING

1 DEMO DOOR FLOOR PLAN

SCALE: 1/4" = 1'-0"

NORTH

PLAN

0 4' 8'2'

LEGEND

EXISTING METAL PANELS

NEW HIGH-LIFT DOOR

NEW BOLLARD

EXISTING STRUCTURAL COLUMN AND GRID

DEMO DOOR AND METAL PANEL

D1. REMOVE EXISTING 8'X9' OVERHEAD DOOR, TRACKS, AND HARDWARE.

D2. REMOVE CENTER WALL PANEL BETWEEN DOOR.

D3. REMOVE EXISTING CENTER BOLLARD.

D4. DISCONNET AND REMOVE EXISTING ELECTRICAL CONNECTIONS.

D5. PROTECT EXISTING LEFT AND RIGHT BOLLARDS TO REMAIN.

D6. PROTECT EXISTING STRUCTURAL STEEL AND DOCK EQUIPMENT.

D7. REMOVE EXISTING PIT LEVELER AND INSTALL A REMOVABLE COVER PLATE FLUSH WITH

FLOOR, DESIGNED TO ALLOW FUTURE REINSTALLATION BY LANDLORD.

DEMOLITION KEYNOTES

P1. NEW 14'-0" X 14'-0"HIGH-LIFT SECTIONAL DOOR, MOTORIZED.

P2. NEW TRACKS, SPRINGS, AND MOTOR OPERATOR WITH WALL-MOUNTED CONTROL.

P3. INSTALL TWO NEW 4" STEEL BOLLARDS, CONCRETE-FILLED AND PAINTED SAFETY YELLOW.

P4. INSTALL NEW PERIMETER FLASHING, METAL TRIM, AND SEALANT TO MATCH EXISTING

WALL PANEL PROFILE, COLOR, AND FINISH.

P5. INSTALL NEW FLASHING AND SEALANT TO MATCH EXISTING WALL FINISH.

P6. THE CONTRACTOR SHALL FIELD-VERIFY EXISTING MOTOR LOCATION AND INSTALL NEW

MOTOR IN SAME POSITION UNLESS AN ALTERNATIVE LOCATION IS APPROVED FOR

IMPROVED OPERATION OR ACCESS. TEST COMPLETE SYSTEM FOR PROPER FUNCTION

AND OPERATION.

P7. PROTECT EXISTING DOCK LEVELER AND ADJACENT STRUCTURE.

PROPOSED KEYNOTES

AutoCAD SHX Text L

AutoCAD SHX Text

G-001 COVER SHEET

Sheets and Views

G-001

G-002 ABBREVIATION_RV01

Sheets and Views

A-001

A-101 SITE PLAN

Sheets and Views

A-101

A-111 DEMO AND PROPOSED DOOR_RV01

Sheets and Views

A-111

	2025-11-07T10:27:51-0500
CORREDOR.JUAN.JESUS.1639052644

File details come from the government source that posted it. Updated Nov 21, 2025.