S05 - 504-25-120 Drawing.pdf

PDF 197 KB Posted Dec 8, 2025

Attached to: 504-25-120 Replace Steam Trench Cap Amarillo VAMC Federal contract opportunity
Solicitation number: 36C25726Q0102
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17

About this file

Written by GovTribe AI · Dec 8, 2025

This document is a detailed engineering project drawing for a steam trench replacement project at the Thomas E. Creek VA Medical Center located in Amarillo, Texas. The drawing includes multiple sections showing existing and new construction plans, including site layouts for Buildings 11, 13, 14, and 32, with specific details for demolition, new construction, trench covers, pipe support, and concrete drive modifications. The drawing provides comprehensive technical specifications, including existing and new trench sections (A-A and B-B), new trench cover details, and pipe support configurations. The project appears to involve replacing existing steam infrastructure, with careful consideration of site conditions, concrete work, and utility integration. Detailed notes outline construction requirements, such as compaction, concrete specifications, and connection methods for new infrastructure components.

View the file

Other files for this federal contract opportunity

Other files attached to 504-25-120 Replace Steam Trench Cap Amarillo VAMC, newest first.
File	Type	Posted
S06 - 36C25726Q0102 0002.pdf	PDF	Dec 12, 2025
S05 - 504-25-120 Replace Steam Trench Cap Specs.pdf	PDF	Dec 8, 2025
S04 - 504-25-120 Pre Bid Sign-Sheet.pdf	PDF	Dec 8, 2025
S02 - 36C25726Q0102 0001.pdf	PDF	Dec 8, 2025
S02 - 36C25726Q0102.pdf	PDF	Nov 13, 2025

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text of

AutoCAD SHX Text Thomas E. Creek VA Medical Center Amarillo Texas

AutoCAD SHX Text 504-25-120

AutoCAD SHX Text Bldg. 11 Trench

AutoCAD SHX Text

AMARILLO

AutoCAD SHX Text

AutoCAD SHX Text Replace Steam

AutoCAD SHX Text Trench Cap

AutoCAD SHX Text Project Drawing

AutoCAD SHX Text

AutoCAD SHX Text 7/18/2025

AutoCAD SHX Text

AVAMC ENGINEERING

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

BUILDING 11

AutoCAD SHX Text

BUILDING 14

AutoCAD SHX Text

BUILDING 13

AutoCAD SHX Text

BUILDING 32

AutoCAD SHX Text

EXISTING\DEMO PLAN

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

NOT PART OF PROJECT

AutoCAD SHX Text

NOT PART OF PROJECT

AutoCAD SHX Text

NOT PART OF PROJECT

AutoCAD SHX Text

NOT PART OF PROJECT

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE: 3/4" = 1'

AutoCAD SHX Text A

AutoCAD SHX Text Existing Trench at Section A-A

AutoCAD SHX Text B

AutoCAD SHX Text

SCALE: 1" = 1'

AutoCAD SHX Text B

AutoCAD SHX Text Existing Trench at Section B-B

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

BUILDING 11

AutoCAD SHX Text

BUILDING 14

AutoCAD SHX Text

BUILDING 13

AutoCAD SHX Text

BUILDING 32

AutoCAD SHX Text

NEW CONCTRUCTON

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

LIMITS

AutoCAD SHX Text 52"

AutoCAD SHX Text 34"

AutoCAD SHX Text

SCALE: 3/4" = 1'

AutoCAD SHX Text C

AutoCAD SHX Text

NEW TRENCH COVER DETAILS

AutoCAD SHX Text GENERAL NOTES: 1) CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 2) PATCH AND REPAIR ALL AREAS WHERE DEMO OCCURS. 3) ANY VISIBLE CONDITIONS NOT INCLUDED ON THIS DRAWING SHALL BE INCLUDED. 4) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LINES BEFORE ANY EXCAVACTION WORK. 5) ALL EXCAVATED MATERIAL TO BE DISPOSED OFF-SITE UNLESS DIRECTED OTHERWISE. 6) CONTRACTOR TO PROVIDE TRAFFIC CONTROL AS NEEDED. 7) PROJECT LIMITS SIZE IS APPROXIMATE AND CAN BE MADE BIGGER IF NECESSARY. PROJECT LIMITS SIZE IS APPROXIMATE AND CAN BE MADE BIGGER IF NECESSARY. 8) CONTRACTOR TO CLEAN OUT THE EXISTING CONCRETE TRENCH FROM ALL DEBRIS.

AutoCAD SHX Text DEMO NOTES: 1) REMOVE THE ENTIRE TOP OF THE EXISTING CONCRETE TRENCH COVER. 2) REMOVE THE ASPHALT OR CONCRETE PAVING COVERING THE TRENCH COVER. 3) EXISTING STEAM PIPE 4) EXISTING CONDENSATION PIPE 5) EXISTING 1" CONDUIT (FIRE ALARM FIBER) 6) EXISTING 3" CONDUIT 7) 2 EXISTING 1" PLASTIC CONDUIT 8) EXISTING PIPE SUPPORT SPACE APPROXIMATELY 8 FEET APART. 9) EXISTING 4" CONDUIT 10) COMPACTED BACKFILL

AutoCAD SHX Text

DEMO

AutoCAD SHX Text

COVERING

AutoCAD SHX Text C

AutoCAD SHX Text 80'-6"

AutoCAD SHX Text 50'

AutoCAD SHX Text 10'

AutoCAD SHX Text 9"

AutoCAD SHX Text

NEW

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

NEW

AutoCAD SHX Text 10'

AutoCAD SHX Text NEW CONSTRUCTION NOTES: 11) #4 DOWELS AT 18" CENTER, COUNTERSINK 6" INTO THE EXISTING CONCRETE. 12) CORRUGATED STEEL (DECK) 13) #4 REBAR AT 9" ON CENTER EACH WAY 14) SIKALASTIC HLM 5000 GC, OR EQUIVALENT, TO BE USED TO WATERPROOF NEW CONCRETE COVER. 15) NEW 6" CONCRETE COVER TO 4,000 psi. 16) INSTALL NEW 2" ELECTRICAL CONDUIT FOR FUTURE USE. CAP BOTH ENDS. 17) INSTALL NEW JOINT GASKET BETWEEN THE EXISTING TRENCH WALL AND NEW CONCRETE. 18) CONTROL JOINTS WILL BE PLACED EVERY 5 FEET, AND EXPANSION JOINTS WILL BE PLACED CONTROL JOINTS WILL BE PLACED EVERY 5 FEET, AND EXPANSION JOINTS WILL BE PLACED EVERY 20 FEET. 19) SIKAFLEX 1A, OR EQUIVALENT, TO BE USED ON ALL CONTROL AND EXPANSION JOINTS. SIKAFLEX 1A, OR EQUIVALENT, TO BE USED ON ALL CONTROL AND EXPANSION JOINTS. 20) DOWELL INTO THE EXISTING CONCRETE DRIVE, A #4 REBAR EVERY 2 FOOT. 21) #4 REBAR AT 12" ON CENTER EACH WAY 22) INSTALL 8 NEW PIPE SUPPORTS, AS SHOWN IN DETAIL F, EVENLY THROUGH OUT THE STEAM TRENCH. THE NEW PIPE SUPPORTS WILL POWDER COATED AND BE ANCHORED TO THE EXISTING TRENCH WALLS USINGS 1/2" x 3" ANCHOR BOLTS. VERIFY THE WIDTH OF TRENCH AT ALL LOCATION WHERE PIPE SUPPORT IS TO BE INSTALLED AND ADJUST THE PIPE SUPPORT ACCORDINGLY.

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SCALE: 3/4" = 1'

AutoCAD SHX Text D

AutoCAD SHX Text

NEW TRENCH COVER DETAILS

AutoCAD SHX Text D

AutoCAD SHX Text

ADDITIONAL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

REPAIR

AutoCAD SHX Text 33'-9"

AutoCAD SHX Text 24'-6"

AutoCAD SHX Text 59'

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

SCALE: 3/4" = 1'

AutoCAD SHX Text E

AutoCAD SHX Text

NEW CONCRETE DRIVE DETAILS

AutoCAD SHX Text

SCALE: 1" = 1'

AutoCAD SHX Text F

AutoCAD SHX Text

NEW PIPE SUPPORT DETAILS

AutoCAD SHX Text 52"

AutoCAD SHX Text

SIDE

AutoCAD SHX Text

TOP

AutoCAD SHX Text

SIDE

AutoCAD SHX Text

FRONT

Sheets and Views

504-25-120 Drawing-PLAN SET

File details come from the government source that posted it. Updated Dec 8, 2025.