S05 - 504-25-120 Drawing.pdf

PDF 197 KB Posted Dec 5, 2025

Attached to: Replace Steam Trench Cap
Solicitation number: 36C25726Q0102-01
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17

About this file

Written by GovTribe AI · Dec 5, 2025

This document is a detailed engineering project drawing for a Replace Steam Trench project at Thomas E. Creek VA Medical Center in Amarillo, Texas. The drawing includes multiple technical sections: an existing/demo plan, new construction plan, existing trench sections (A-A and B-B), new trench cover details, new pipe support details, and new concrete drive details. The drawing provides comprehensive technical specifications for demolition and reconstruction of steam infrastructure, with specific notes covering concrete work, steel reinforcement, and pipe support requirements. Scale drawings demonstrate the precise measurements and layout for replacing existing infrastructure, including detailed diagrams of trench configurations, pipe supports, and concrete drives across multiple buildings (Buildings 11, 13, 14, and 32). The document is dated 7/16/2015 and appears to be part of a VA medical facility infrastructure upgrade project.

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Other files

File	Type	Posted
S02 - 36C25726Q0102 0001.pdf	PDF	Dec 5, 2025
S05 - 504-25-120 Replace Steam Trench Cap Specs.pdf	PDF	Dec 5, 2025
S04 - 504-25-120 Pre Bid Sign-Sheet.pdf	PDF	Dec 5, 2025

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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

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AutoCAD SHX Text B

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AutoCAD SHX Text D

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AutoCAD SHX Text E

AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

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AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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VA FORM 08-6231

AutoCAD SHX Text one quarter inch = one foot

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AutoCAD SHX Text D

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

AutoCAD SHX Text 504-25-120

AutoCAD SHX Text Bldg. 11 Trench

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AMARILLO

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AutoCAD SHX Text Replace Steam

AutoCAD SHX Text Trench Cap

AutoCAD SHX Text Project Drawing

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AutoCAD SHX Text 7/18/2025

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AVAMC ENGINEERING

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SCALE: 1" = 10'

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BUILDING 11

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BUILDING 14

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BUILDING 13

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BUILDING 32

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EXISTING\DEMO PLAN

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ASPHALT

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DRIVE

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CONCRETE

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DRIVE

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NOT PART OF PROJECT

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NOT PART OF PROJECT

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NOT PART OF PROJECT

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NOT PART OF PROJECT

AutoCAD SHX Text A

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SCALE: 3/4" = 1'

AutoCAD SHX Text A

AutoCAD SHX Text Existing Trench at Section A-A

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SCALE: 1" = 1'

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AutoCAD SHX Text Existing Trench at Section B-B

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SCALE: 1" = 10'

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BUILDING 11

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BUILDING 14

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BUILDING 13

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BUILDING 32

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NEW CONCTRUCTON

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ASPHALT

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DRIVE

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CONCRETE

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DRIVE

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LEGEND

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PROJECT

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LIMITS

AutoCAD SHX Text 52"

AutoCAD SHX Text 34"

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SCALE: 3/4" = 1'

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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

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DEMO

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COVERING

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AutoCAD SHX Text 80'-6"

AutoCAD SHX Text 50'

AutoCAD SHX Text 10'

AutoCAD SHX Text 9"

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NEW

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ASPHALT

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NEW

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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.

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CONCRETE

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SCALE: 3/4" = 1'

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NEW TRENCH COVER DETAILS

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ADDITIONAL

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CONCRETE

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REPAIR

AutoCAD SHX Text 33'-9"

AutoCAD SHX Text 24'-6"

AutoCAD SHX Text 59'

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MANHOLE

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SCALE: 3/4" = 1'

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NEW CONCRETE DRIVE DETAILS

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SCALE: 1" = 1'

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NEW PIPE SUPPORT DETAILS

AutoCAD SHX Text 52"

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SIDE

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TOP

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SIDE

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FRONT

Sheets and Views

504-25-120 Drawing-PLAN SET

File details come from the government source that posted it. Updated Dec 5, 2025.