Drawings for Railroad Tracks and Fence Repairs at Gate 4.pdf

PDF 4 MB Posted Aug 6, 2026

Attached to: Railroad and Fencing Repairs at Gate #4
Solicitation number: W911SG26BA011
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

About this file

Written by GovTribe AI · Aug 6, 2026

This is a set of design and construction drawings for the "Repair Damaged Railroad Gate #4" project located at Fort Bliss, Texas, prepared by the Directorate of Public Works, Engineering Services Division.

The project involves the repair and restoration of a damaged railroad gate system at Gate #4 on the Fort Bliss military installation. The drawings include a cover sheet with project location mapping, an index of 10 drawing sheets, existing utilities plan, demolition plan with general notes, new work plan with detailed specifications, rail detail specifications, fence and gate assembly details, and traffic information signage. Key work elements include demolition of damaged railroad infrastructure, installation of new insulated rail joints, replacement of rail anchors and tie plates, repair of the track section with concrete railroad grade crossing, installation of new chain-link security fencing with specified fabric and post spacing, replacement of double swing gates with reinforced barbed tape and hardware, and provision of new gate signage indicating project information. The drawings specify materials including 150-pound new rail, wood and concrete ballast, steel washers and plates, insulated joint bars, and chain-link fabric. The project location map indicates proximity to Earl H. Burns Road, Carrington Road, and Building 11001A. Construction documents are approved by the Chief Design Brander and Chief Engineering Services Division, with project supervision provided by the Fort Bliss Public Works Engineering Services Division.

View the file

Other files

File	Type	Posted
W911SG26BA011 Solicitation RFI Q and A.pdf	PDF	Aug 21, 2026
Revised SoW for Gate 4 Railroad and Fencing Work.pdf	PDF	Aug 21, 2026
ufc 4_860_01_Railroad Design and Rehabilitation.pdf	PDF	Aug 21, 2026
ufc 4_860_03_Railroad Track Maintenance and Safety Standards.pdf	PDF	Aug 21, 2026
Solicitation Amendment - W911SG26BA0110002.pdf	PDF	Aug 21, 2026
Solicitation Amendment W911SG26BA0110002 SF 30.pdf	PDF	Aug 21, 2026
Solicitation Amendment - W911SG26BA0110001.pdf	PDF	Aug 13, 2026
Solicitation Amendment W911SG26BA0110001 SF 30.pdf	PDF	Aug 13, 2026
W911SG26BA011 Instructions to Bidders (REVISED).pdf	PDF	Aug 13, 2026
Wage Determination TX20260035 El Paso County (Heavy).pdf	PDF	Aug 6, 2026
W911SG26BA011 Instructions to Bidders.pdf	PDF	Aug 6, 2026
Wage Determination TX20260033 Multiple Texas Counties (Heavy).pdf	PDF	Aug 6, 2026
Statement of Work Railroad Tracks and Fence Repairs at Gate 4.pdf	PDF	Aug 6, 2026
Solicitation - W911SG26BA011.pdf	PDF	Aug 6, 2026

Show all 14

On GovTribe

Work with this file

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.

11057

11056

11053

11015

11000

11036

11037

11039

11035 11034

26092611

PN0261

R Y

O A

EARL H. BURNS ROAD

C A

R R

R O

A D

C H

O A

C A

R R

R O

A D

C A

R R

R O

A D

CSM E SLEWITZE STREET (SIXTH STREET)

50' QD

150LBS NEW

BLDG 11001A

EOD ARMAG

D P

R T

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC. #

AutoCAD SHX Text W.O. #

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text L.M.

AutoCAD SHX Text

FORT BLISS, TEXAS

AutoCAD SHX Text

INDEX OF DRAWINGS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

CONCURRENCES

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

FIRE DEPARTMENT

AutoCAD SHX Text

ENVIRONMENTAL DIVISION

AutoCAD SHX Text

PHYSICAL SECURITY OFFICER

AutoCAD SHX Text

ANTI-TERRORISM/FORCE PROTECTION

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

SIGNATURES INDICATE THAT THOSE SIGNING HAVE REVIEWED PROJECT

AutoCAD SHX Text

PLANS AND SPECIFICATIONS AND ARE IN CONCURRENCE WITH THEM.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SAFETY OFFICER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NEC

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MASTER PLANNING DIVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OPERATIONS & MAINTENANCE DIVISION

AutoCAD SHX Text

INDUSTRIAL HYGIENE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHIEF, ENGINEERING SERVICES DIVISION, DPW

AutoCAD SHX Text

CHIEF, DESIGN BRANCH, ESD, DPW

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

REPAIR DAMAGED RAILROAD GATE #4

AutoCAD SHX Text

PROJECT LOCATION MAP

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text 1 = COVER SHEET 2 = EXISTING UTILITIES 3 = DEMOLITION PLAN 4 = NEW WORK PLAN 5 = RAIL DETAIL SHEET 6 = RAIL DETAIL SHEET 7 = FENCE DETAILS 8 = FENCE DETAILS 9 = PROJECT INFORMATION SINAGE 10 = TRAFFIC INFORMATION SINAGE

AutoCAD SHX Text

CVRSHT

AutoCAD SHX Text 04/22/2026

AutoCAD SHX Text A76 10066 6J

AutoCAD SHX Text E.T.

AutoCAD SHX Text

REPAIR DAMAGED RAILROAD GATE #4

D P

R T

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC. #

AutoCAD SHX Text W.O. #

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

AutoCAD SHX Text

EXISTING UTILITIES

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R-100

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 04/22/2026

AutoCAD SHX Text A76 10066 6J

AutoCAD SHX Text E.T.

AutoCAD SHX Text L.M.

AutoCAD SHX Text

EXISTING UTILITIES

AutoCAD SHX Text

SCALE: 1"=XXX'

AutoCAD SHX Text

CHAFFEE ROAD

AutoCAD SHX Text

FRED WILSON AVE.

AutoCAD SHX Text

FRED WILSON AVE.

AutoCAD SHX Text

CHAFFEE ROAD

AutoCAD SHX Text

LIBERTY EXPRESS WAY

AutoCAD SHX Text

PROPOSED LAY-DOWN YARD

AutoCAD SHX Text

CONSTRUCTION LIMITS

AutoCAD SHX Text

±300' FIELD VERIFY

AutoCAD SHX Text

±15' FIELD VERIFY

AutoCAD SHX Text

CONSTRUCTION LIMITS

AutoCAD SHX Text

±10' FIELD VERIFY

AutoCAD SHX Text

±170'FIELD VERIFY

AutoCAD SHX Text

REPAIR DAMAGED RAILROAD GATE #4

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL THE AVAILABLE INFORMATION. CONTRACTOR MUST FIELD VERIFY AND EXAMINE EXISTING STRUCTURES, NOTE ALL CONDITIONS AND EXTENT OF ALL WORK INVOLVED, VALIDATE AND BID ACCORDINGLY. 2. STOW ALL FLAMMABLE MATERIALS IN ACCORDANCE WITH LATEST STOW ALL FLAMMABLE MATERIALS IN ACCORDANCE WITH LATEST VERSION OF EM 385-1-1, 15, SECTION 9 OF THE U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EXCEPT FLAMMABLE LIQUIDS SHALL NOT BE STORED ON SITES UNLESS SIN AN APPROVED FLAMMABLE STORAGE LOCKER PER NFPA AND 29 CFR 1910. 3. PRIOR TO ANY CHANGE OR MODIFICATION TO THESE DRAWINGS PRIOR TO ANY CHANGE OR MODIFICATION TO THESE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL. 4. COMPLY WITH THE REQUIREMENTS OF NFPA 241 FOR FIRE COMPLY WITH THE REQUIREMENTS OF NFPA 241 FOR FIRE PREVENTION DURING CONSTRUCTION. 5. CONTRACTOR SHALL COMPLY WITH CX-LOG FROM DPW CONTRACTOR SHALL COMPLY WITH CX-LOG FROM DPW ENVIRONMENTAL. 6. CONSTRUCTION PROJECTS WHICH REQUIRE ANY TYPE OF CONSTRUCTION PROJECTS WHICH REQUIRE ANY TYPE OF DISTURBANCE OF THE SOIL MUST OBTAIN A SITE CLEARANCE AND LINE MARKING REQUEST. 7. IF BONE IS ENCOUNTERED, STOP DIGGING IMMEDIATELY AND IF BONE IS ENCOUNTERED, STOP DIGGING IMMEDIATELY AND CONTACT FT. BLISS, ARCHEOLOGIST AT (915) 568-3782. 8. THE CONTRACTOR SHALL NOTIFY GOVERNMENT REPRESENTATIVE THE CONTRACTOR SHALL NOTIFY GOVERNMENT REPRESENTATIVE IF ANY SOIL DISCOLORATION, ODORS, RUBBISH AND/OR ANY ENVIRONMENTAL CONCERNS BE UNCOVERED, THE CONTRACTOR SHALL SUSPEND WORK ON THE SITE OF THE DISCOVERY AND CONTINUE OPERATIONS IN ALL OTHER AREAS. 9. EARTHWORK, GRADING OR ASPHALT ROUGHING, IF ANY, WILL EARTHWORK, GRADING OR ASPHALT ROUGHING, IF ANY, WILL REQUIRE DUST CONTROL WITH EITHER WATER OR DUST SUPPRESSANT DURING CONSTRUCTION OF PAVED AREA. 10. SURPLUS EARTH, GRAVEL, ASPHALT OR CONCRETE RUBBLE SURPLUS EARTH, GRAVEL, ASPHALT OR CONCRETE RUBBLE HAULED ON AND OFF THE INSTALLATION IN AN OPEN-BED TRUCK MUST BE COVERED OR WETTED TO MINIMIZE DUST. 11. ANY CRUSHING OF THIS MATERIALS SHOULD BE DONE ANY CRUSHING OF THIS MATERIALS SHOULD BE DONE OFF-POST BY AN AUTHORIZED AND PERMITTED FACILITY. 12. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATIONS. 13. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 14. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS (DRAWINGS, SOW AND SPECIFICATIONS) ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 15. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 16. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND FINISHES THAT ARE TO REMAIN, AND WITHOUT NECESSARY DAMAGE. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 17. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 18. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 19. PRIOR TO START CONSTRUCTION, CONTRACTOR SHALL PRIOR TO START CONSTRUCTION, CONTRACTOR SHALL CONDUCT A THOROUGH PHOTOGRAPHIC SURVEY OF THE SITE. CRACKED SIDEWALKS, BROKEN WINDOWS, BENT EQUIPMENT, ETC. THIS INCLUDES INVENTORY OF ALL ITEMS ON SITE AND THEIR CONDITION. FAILURE TO DO SO MAY RESULT IN CONTRACTOR RESPONSIBILITY TO REPAIR. 20. THE GENERAL CONTRACTOR SHALL ASSURE THAT ALL THE GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, SOW, SPECIFICATIONS, AMENDMENTS, MODIFICATIONS, AND CHANGE ORDERS. THE CONTRACT IS BASED ON CONSTRUCTION DOCUMENTS AS A WHOLE AND COORDINATION BETWEEN SUBCONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

AutoCAD SHX Text

LAY-DOWN AREA NOTES

AutoCAD SHX Text

1. LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE START LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH DPW MASTER PLANNING. 2. THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND LAY-DOWN AREAS USED BACK TO THEIR ORIGINAL STABILIZED CONDITION OR BETTER.

AutoCAD SHX Text

UTILITIES NOTES

AutoCAD SHX Text

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THE DRAWING OR NOT, TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL EXITING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM ANY DAMAGE. 2. THE CONTRACTOR SHALL CONTACT ALL THE UTILITY COMPANIES THE CONTRACTOR SHALL CONTACT ALL THE UTILITY COMPANIES AND CONDUCT ALL NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO GOVERNMENT. 3. NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 DAYS BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text G

AutoCAD SHX Text x

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

UGC

AutoCAD SHX Text x

AutoCAD SHX Text

UNDERGROUND COMMUNICATION LINE

AutoCAD SHX Text

OHC

AutoCAD SHX Text x

AutoCAD SHX Text

OVERHEAD COMMUNICATION LINE

AutoCAD SHX Text

UGE

AutoCAD SHX Text x

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

OHE

AutoCAD SHX Text x

AutoCAD SHX Text

OVERHEAD ELECTRIC LINE

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

STORM DRAINAGE LINE

AutoCAD SHX Text W

AutoCAD SHX Text x

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

IRRIGATION LINE

AutoCAD SHX Text E

AutoCAD SHX Text x

AutoCAD SHX Text

ELECTRICAL LINE

AutoCAD SHX Text X

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text

COMMUNICATION MH

AutoCAD SHX Text

STORM SEWER INLET

AutoCAD SHX Text

STORM SEWER DISCHARGE

AutoCAD SHX Text

STORM SEWER MH

AutoCAD SHX Text

SANITARY SEWER MH

AutoCAD SHX Text

WATER LINE GATE VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

ELECTRICAL POWER POLE

AutoCAD SHX Text

ELECTRICAL TRANSFORMER

AutoCAD SHX Text

LIGHT POLE

GAS VALVE

R T

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC. #

AutoCAD SHX Text W.O. #

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R-101

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 04/22/2026

AutoCAD SHX Text A76 10066 6J

AutoCAD SHX Text E.T.

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text

SCALE: 1"=16'

AutoCAD SHX Text L.M.

AutoCAD SHX Text

REMOVE EXISTING DERAIL AND 14' CROSS TIES

AutoCAD SHX Text ±314'

AutoCAD SHX Text ±12'

AutoCAD SHX Text ±194'

AutoCAD SHX Text

REPAIR DAMAGED RAILROAD GATE #4

AutoCAD SHX Text

DEMOLITION GENERAL NOTES

AutoCAD SHX Text

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK. 2. EXISTING PAVEMENT AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE KEPT CLEAN AT ALL TIMES. DO NOT ALLOW BUILDUP OF SOIL, DUST OR OTHER DEBRIS. 3. CONTRACTOR SHALL BE AWARE OF ONGOING CONSTRUCTION ON ADJACENT SITES AND COORDINATE WHEN NEEDED WITH OTHER CONTRACTORS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THE DRAWING OR NOT TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL EXISTING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM ANY DAMAGE. 5. PROMPTLY NOTIFY THE DPW REPRESENTATIVE OF ANY DISCREPANCIES AND/OR CONDITIONS WHICH PREVENT FULFILLING THE TERMS OF THE CONTRACT. 6. ITEMS AND MATERIALS TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT DAMAGES TO ITEMS AND MATERIALS THAT REMAIN. SUCH DAMAGES SHALL BE REPAIRED AND AT NO ADDITIONAL COST TO THE GOVERNMENT. 7. ALL SAW-CUT WORK SHALL BE PERFORMED IN A NEAT, WORKMAN LIKE MANNER, AS APPROVED BY DPW REPRESENTATIVES. 8. CONSTRUCTION AND DEMOLITION DIVERSIONS; FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION AND DEMOLITION MATERIALS AND DEBRIS FROM LANDFILLS. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW ENVIRONMENTAL. 9. MATERIAL OR EXCESS TOPSOIL GENERATED AS RESULT OF CLEARING AND GRADING OPERATIONS SHALL BECOME PROPERTY OF THE CONTRACTOR APPROPRIATE DISPOSAL OF ALL SPOIL MATERIAL SHALL BE AT THE CONTRACTORS EXPENSE. BURNING ON THE OWNER'S PROPERTY IS NOT PERMITTED. 10. CONTRACTOR SHALL ENSURE SAFE ACCESS TO THE FACILITY DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 11. CONTRACTOR SHALL PROTECT ALL GOVERNMENT PROPERTY TO INCLUDE CARS, EQUIPMENT AND BUILDING SYSTEMS. 12. THE CONTRACTOR SHALL OVERSEE CLEANING AND ENSURE THAT THE PREMISES ARE MAINTAINED RUBBISH FREE DURING DEMOLITION WORK. FINAL CLEANUP IS THE RESPONSIBILITY OF THE CONTRACTOR. 13. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS.

AutoCAD SHX Text

DEMOLITION NOTES

1. REMOVE AND REPLACED EXISTING CHAIN LINK FENCE, REMOVE AND REPLACED EXISTING CHAIN LINK FENCE, BARBED WIRE AND GATE AND ALL ASSOCIATED COMPONENTS. 2. REMOVE AND REPLACED EXISTING DAMAGED DERAILER REMOVE AND REPLACED EXISTING DAMAGED DERAILER AND ALL ASSOCIATED COMPONENTS. 3. REMOVE AND REPLACED CONTAMINATED BALLAST WITHIN REMOVE AND REPLACED CONTAMINATED BALLAST WITHIN THE LIMITS OF THE PROJECT. 4. REMOVE AND REPLACED EXISTING TWO (2), 14-FT REMOVE AND REPLACED EXISTING TWO (2), 14-FT SWITCH WOOD TIES. 5. REMOVE AND REPLACED ALL EXISTING 8-FT WOOD TIES REMOVE AND REPLACED ALL EXISTING 8-FT WOOD TIES WITHIN THE LIMITS OF THE PROJECT. 6. REMOVE AND REPLACED DAMAGED AND MISSING TIE REMOVE AND REPLACED DAMAGED AND MISSING TIE PLATES WITHIN THE LIMITS OF THE PROJECT. 7. REMOVE AND REPLACED DAMAGED AND MISSING SPIKES REMOVE AND REPLACED DAMAGED AND MISSING SPIKES WITHIN THE LIMITS OF THE PROJECT 8. THE CONTRACTOR SHALL REMOVE, WITHIN THE LIMITS OF THE CONTRACTOR SHALL REMOVE, WITHIN THE LIMITS OF THE PROJECT, THE VEGETATION LOCATED ON THE RAILROAD TRACKS AND EXTENDING UP TO TWENTY (20) FEET ON BOTH SIDES OF THE TRACK AND THE NEW FENCE.

R T

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC. #

AutoCAD SHX Text W.O. #

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

AutoCAD SHX Text

NEW WORK PLAN

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R-102

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 04/22/2026

AutoCAD SHX Text A76 10066 6J

AutoCAD SHX Text E.T.

AutoCAD SHX Text L.M.

AutoCAD SHX Text

NEW WORK PLAN

AutoCAD SHX Text

SCALE: 1"=16'

AutoCAD SHX Text

REPAIR DAMAGED RAILROAD GATE #4

AutoCAD SHX Text

NEW WORK GENERAL NOTES

AutoCAD SHX Text

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI-318-14. 2. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF F'C=4000 PSI IN 28 DAYS, UNLESS NOTED OTHERWISE. 3. ALL STEEL REINFORCING BARS SHALL CONFORM TO ASTM A-615-4 GRADE 60 STEEL. 4. CONCRETE SLUMP SHALL BE 3.0" +/- 1.0". +/- 1.0". 5. CONCRETE AIR-ENTRANCE SHALL BE: 2.5% TO 4.5%. 6. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RE-CONTAMINATIONS. FINAL CLEAN UP IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACT, SPECIFICATIONS, AND DRAWINGS TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 8. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 9. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ON SITE. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 10. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 11. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 12. CHAIN LINK FENCES AND GATES MUST COMPLY WITH SPECIFICATION REQUIREMENTS IN UFC 4-022-03 SECURITY FENCES AND GATES AND UFGS 32 31 13, CHAIN LINK FENCES AND GATES. CONSULT WITH ASTM F2611 AND ASTM F1712 FOR ADDITIONAL GUIDANCE (FABRIC, POST, FRAMEWORK, FITTINGS, AND OTHER ACCESSORIES). 13. FENCING FABRIC MUST BE A MINIMUM 9-GAUGE WIRE MESH AND MESH OPENINGS MUST NOT BE GREATER THAN 2-INCHES PER SIDE. 14. TWISTED SELVAGE MUST BE PROVIDED ON THE TOP OF THE FENCE FABRIC TO DETER CLIMBING. TWISTED SELVAGE MUST BE PROVIDED AT THE BOTTOM OF THE FENCE FABRIC TO DETER BORROWING UNLESS THE FENCE HAS A BOTTOM RAIL, IS BURIED, OR ENCASED IN CONCRETE. IN THESE APPLICATIONS THE SELVAGE MAY BE KNUCKLED. 15. POSTS MUST BE VERTICAL WITHIN PLUS OR MINUS 2 DEGREES IN EACH DIRECTION. 16. FENCE BRACING MUST HAVE A MINIMUM NOMINAL DIAMETER OF 5/16 INCH AND PROVIDED WITH TURNBUCKLES FOR TENSIONING. PROVIDE BRACING FOR EACH GATE, TERMINAL AND END POST. INSTALL TRUSS RODS DIAGONALLY FROM NEAR GROUND LEVEL OF THE GATE, TERMINAL OR END POST TO WITHIN 6 INCHES FROM THE TOP OF THE FABRIC AT THE ADJACENT LINE POST. FENCING FABRIC CAN BE SECURELY FASTENED TO TENSION WIRES ON THE TOP AND BOTTOM WITH 9 GAUGE GALVANIZED TIE WIRES INCORPORATING AT LEAST THREE FULL TWISTS, 9 GAUGE ROUND WIRE GALVANIZED HOG RINGS, OR IN A MANNER THAT PROVIDES A TENSILE STRENGTH EQUAL TO OR GREATER THAN THE STRENGTH OF THE FENCING FABRIC. 17. FENCES REQUIRING BARBED WIRE MUST USE A MINIMUM OF 3 STRANDS OF BARBED WIRE EQUALLY SPACED. ADDITIONAL STRANDS MAY BE AS REQUIRED. BARBED WIRE MUST CONSIST OF TWO 12.5-GAUGE TWISTED LINE WIRES WITH 15-GATE ROUND BARBS. BARB WIRE MUST BE ZINC-COATED STEEL, ALUMINUM COATED STEEL, ALUMINUM ALLOY. ALL BARBS MUST CONSIST OF FOUR POINTS AND SPACING OF BARBS MUST BE AT 5-INCH CENTERS. 18. GATES, AS PART OF PERIMETER FENCES REQUIRE ADDITIONAL HARDENING FEATURES DUE TO THEIR LOCATION ACROSS ENTRANCE ROADS AND THE INHERENT VULNERABILITY OF THEIR HINGES AND LATCHES. ENSURE THAT BOTTOM OF THE GATE FABRIC EXTENDS WITHIN 2 INCHES OF THE ROADBED OR FIRM SOIL WHEN CLOSED. 19. ALL DOUBLE SWING VEHICULAR GATES MUST BE DESIGNED TO SWING INWARD, TOWARD SECURED AREA. 20. GROUNDING AND BONDING OF THE PERIMETER SYSTEMS MUST BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC SAFETY CODE (NESC) - IEEE C2. A. FENCES MUST BE GROUNDED AT EACH SIDE OF A GATE OR OTHER OPENING. B. GATES MUST BE BONDED TO THE GROUNDING CONDUCTOR, JUMPER, OR FENCE. C. A BURIED BONDING JUMPER MUST BE USED TO BOND ACROSS A GATE OR OTHER OPENING IN THE FENCE, UNLESS A NONCONDUCTING FENCE SECTION IS USED. D. IF BARBED WIRE STRANDS ARE USED ABOVE THE FENCE FABRIC, THE BARBED WIRE STRANDS MUST BE BONDED TO THE GROUNDING CONDUCTOR, JUMPER, OR FENCE. E WHEN FENCE POSTS ARE OF CONDUCTING MATERIAL, THE GROUNDING CONDUCTOR MUST BE CONNECTED TO THE FENCE POST OR POSTS, AS REQUIRED, WITH SUITABLE CONNECTING MEANS. 21. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RE-CONTAMINATIONS. FINAL CLEAN UP IS THE RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text

NEW WORK GENERAL NOTES

AutoCAD SHX Text

22. CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACT, SPECIFICATIONS, AND DRAWINGS TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 23. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 24. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ON SITE. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 25. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 26. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 27. NEW SIGN R11-2g-TEA “GATE CLOSED” SIGNS SHALL BE GATE CLOSED” SIGNS SHALL BE SIGNS SHALL BE RETROREFLECTIVE, TYPE III, 48X30 INCHES. ONE FOR THE INBOUND APPROACH AND ONE FOR OUTBOUND APPROACH PER GATE. SEE DETAILS FOR MORE INFORMATION. 28. NEW HORIZONTAL STRIP, RETROREFLECTIVE, TYPE III, ALTERNATING, VERTICAL RED AND WHITE STRIPES (16 INCHES IN WIDTH)ON A SIGN PANEL. MINIMUM OF 4-INCHES WIDTH AND SPAN THE ENTIRE LENGTH OF THE GATE ON BOTH SIDES.

AutoCAD SHX Text

NEW WORK NOTES

AutoCAD SHX Text

NEW WORK NOTES

AutoCAD SHX Text

NEW WORK NOTES

1. THE CONTRACTOR SHALL PROVIDE AND INSTALL A THE CONTRACTOR SHALL PROVIDE AND INSTALL A NEW CHAIN LINK FENCE COMPLETE WITH FABRIC, POST, BRACES AND OTHER ACCESSORIES. THE FENCE SHALL BE 6-FT HEIGHT WITH 3 BARB WIRES, GALVANIZED, 9-GAUGE MINIMUM, TO INCLUDE A 17-FT WIDE VEHICULAR GATE. POST SHALL BE SET IN CONCRETE. FENCE SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRIC SAFETY CODE (NESC). CHAIN LINK FENCE AND GATES MUST COMPLY WITH UFC 4-022-03 SECURITY FENCES AND GATES AND UFGS 32 31 13 CHAIN LINK FENCES AND GATES. 2. THE VEHICULAR GATE SHALL HAVE R11-2G-TEA THE VEHICULAR GATE SHALL HAVE R11-2G-TEA GATE CLOSED” AND HORIZONTAL RED AND WHITE STRIP AND HORIZONTAL RED AND WHITE STRIP ON A SIGN PANEL ON EACH SIDE OF THE GATE. THE R11-2G-TEA “GATE CLOSED” SIGN SHALL BE GATE CLOSED” SIGN SHALL BE SIGN SHALL BE RETROREFLECTIVE, TYPE III, 24X36 INCHES. THE HORIZONTAL STRIP SHALL BE RETROREFLECTIVE, TYPE III, ALTERNATING VERTICAL RED AND WHITE STRIPES (16 INCHES INTERVAL). MINIMUM OF 4-INCHES WIDTH AND SPAN THE ENTIRE LENGTH OF THE GATE ON BOTH SIDES. SEE DRAWINGS FOR MORE INFORMATION AND LOCATIONS. 3. THE GATE POSTS SHALL HAVE VERTICAL THE GATE POSTS SHALL HAVE VERTICAL RETROREFLECTIVE, TYPE III, TAPE, ALTERNATING RED AND WHITE STRIPES, 16 INCHES INTERVAL, TYPE III. MINIMUM OF 4-INCHES WIDTH AND SPAN THE ENTIRE LENGTH OF THE POST ON BOTH SIDES. 4. PROVIDE AND INSTALL NEW SD-6 SLIDING DERAIL PROVIDE AND INSTALL NEW SD-6 SLIDING DERAIL (DOUBLE END) AND ALL ASSOCIATED COMPONENTS (DERAIL BLOCK, OPERATING STAND, CONNECTING ROD, LOCKING MECHANISM AND FLAGS). 5. PROVIDE AND INSTALL #4 CRUSHED STONE BALLAST, PROVIDE AND INSTALL #4 CRUSHED STONE BALLAST, 8” MINIMUM DEPTH FROM THE TOP OF THE TIES. MINIMUM DEPTH FROM THE TOP OF THE TIES. BALLAST SHALL BE HARD, DENSE AND ANGULAR SHAPE. TYPICALLY, GRANITE, TRAP ROCK OR QUARTZITE. BALLAST SHALL EXTEND 6-INCHES BEYOND END OF THE TIE AND FOLLOW BY A DOWNWARD SLOPE. 6. PROVIDE AND INSTALL TWO (2), 14-FT NEW SWITCH PROVIDE AND INSTALL TWO (2), 14-FT NEW SWITCH WOOD TIES UNDER NEW DERAILER. TIES MUST BE HARDWOOD (OAK OR MIXED HARDWOOD), PRESSURE TREATED, WITH ANTI-SPLIT PLATE AT BOTH ENDS. SPACING BETWEEN THE TIES SHOULD COMPLY WITH UFC 4-860-03. 7. PROVIDE AND INSTALL NEW 8-FT WOOD TIES WITHIN PROVIDE AND INSTALL NEW 8-FT WOOD TIES WITHIN THE LIMITS OF THE PROJECT. TIES MUST BE HARDWOOD (OAK OR MIXED HARDWOOD), PRESSURE TREATED, WITH ANTI-SPLIT PLATE AT BOTH ENDS. SPACING BETWEEN THE TIES SHOULD COMPLY WITH UFC 4-860-03. 8. PROVIDE AND INSTALL NEW TIE PLATES TO REPLACE PROVIDE AND INSTALL NEW TIE PLATES TO REPLACE DAMAGED AND MISSING TIE PLATES WITHIN THE LIMITS OF THE PROJECT. NEW TIE PLATES MUST BE HIGH CARBON STEEL, DOUBLE SHOULDER TYPE AND CANTED. 9. PROVIDE AND INSTALL NEW SPIKES TO REPLACE PROVIDE AND INSTALL NEW SPIKES TO REPLACE DAMAGED AND MISSING SPIKES WITHIN THE LIMITS OF THE PROJECT WITH HIGH CARBON STEEL TRACK SPIKES. INSTALL EXISTING AND NEW SPIKES, 0.125-INCH SPACE BETWEEN THE HEAD OF THE SPIKE AND BASE OF THE RAIL AND PLACED IN A STAGGERING PATTERN AS PER UFC 4-860-03. 10. THE CONTRACTOR SHALL RESTORE ANY BONDING OR THE CONTRACTOR SHALL RESTORE ANY BONDING OR GROUNDING DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH UFC 4_860_03. 11. THE CONTRACTOR SHALL VERIFY THAT ALL TRACK THE CONTRACTOR SHALL VERIFY THAT ALL TRACK GEOMETRY CONFORMS TO THE REQUIREMENTS OF UFC 4_860_03 UPON COMPLETION OF THE WORK. VERIFICATION SHALL INCLUDE ALL MEASUREMENTS, TESTING, AND DOCUMENTATION NECESSARY TO DEMONSTRATE COMPLIANCE. 12. THE CONTRACTOR SHALL PROVIDE FORMAL WRITTEN THE CONTRACTOR SHALL PROVIDE FORMAL WRITTEN CERTIFICATION STATING THAT THE TRACK CONSTRUCTION COMPLIES WITH UFC 4_860_01 AND UFC 4_860_03, INCLUDING BUT NOT LIMITED TO MATERIALS, TRACK GEOMETRY, CLEARANCES, AND ALL OTHER APPLICABLE REQUIREMENTS. 13. ALL THE RAILROAD WORK SHALL BE PERFORMED IN ALL THE RAILROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH UFC 4-860-01 RAILROAD DESIGN AND REHABILITATION AND UFC 4-860-03 RAILROAD TRACK MAINTENANCE AND SAFETY STANDARDS. THE CONTRACTOR SHALL NOTIFY THE COR OF ANY DISCREPANCIES BETWEEN THIS SOW AND THE UFC. 14. THE CONTRACTOR SHALL HAVE A MINIMUM OF FIVE THE CONTRACTOR SHALL HAVE A MINIMUM OF FIVE YEARS OF EXPERIENCE WITH SIMILAR RAILROAD WORK. ALL PERSONNEL PERFORMING OR SUPERVISING RAILROAD WORK MUST BE CERTIFIED ACCORDING TO FEDERAL RAILROAD ADMINISTRATION (FRA) REGULATIONS, RULES, AND ORDERS AS APPLICABLE. .

R T

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

RAIL (TYP.)

AutoCAD SHX Text

TIE PLATE (TYP.)

AutoCAD SHX Text

GAGE

AutoCAD SHX Text

RAIL ANCHOR (TYP.)

AutoCAD SHX Text

RAIL ANCHOR (TYP.)

AutoCAD SHX Text

TOP OF RAIL

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text

TIE PLATE

AutoCAD SHX Text

WOOD TIE

AutoCAD SHX Text

BALLAST

AutoCAD SHX Text

TRACK DETAIL

AutoCAD SHX Text

TYPICAL SPIKING PLANS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SPIKE LOCATION

AutoCAD SHX Text

HIGH RAIL

AutoCAD SHX Text

HIGH RAIL

AutoCAD SHX Text

LOW RAIL

AutoCAD SHX Text

LOW RAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

RAIL (TYP.)

AutoCAD SHX Text

TIE PLATE (TYP.)

AutoCAD SHX Text

RAIL ANCHOR (TYP.)

AutoCAD SHX Text

RAIL ANCHOR (TYP.)

AutoCAD SHX Text 178 mm X 229 mm X 2591 mm WOOD CROSS TIE (TYP.)

AutoCAD SHX Text

RAIL

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text 178 mm X 229 mm X 2591 mm WOOD CROSS TIE (TYP.)

AutoCAD SHX Text

TIE SPACING & RAIL ANCHOR PLAN (FOR TRACK GRADE LESS THAN OR EQUAL TO 0.5%)

AutoCAD SHX Text

RAIL JOINT (TYP)

AutoCAD SHX Text

AGGREGATE OR CONCRETE RAILROAD GRADE CROSSING

AutoCAD SHX Text

GAGE

AutoCAD SHX Text 4708 mm (4'-8.5")

AutoCAD SHX Text 22 TIES PER 11.9 m (39 FT) OF RAIL

AutoCAD SHX Text 8 ANCHORS PER 11.9 m (39 FT) OF RAIL

AutoCAD SHX Text 16 ANCHORS PER 11.9 m (39 FT) OF RAIL

AutoCAD SHX Text

TIE SPACING & RAIL ANCHOR PLAN (FOR TRACK ON A GRADE GREATER THAN 0.5%)

AutoCAD SHX Text

RAIL JOINT (TYP)

AutoCAD SHX Text CURVED TRACK 218.47m RADIUS

AutoCAD SHX Text TANGENT TRACK AND CURVED TRACK (LESS THAN 436.68m RADIUS)

AutoCAD SHX Text CURVED TRACK (GREATER THAN 436.68m RADIUS, LESS THAN 218.47m RADIUS)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC. #

AutoCAD SHX Text W.O. #

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

AutoCAD SHX Text

RAIL DETAILS

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R-103

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 04/22/2026

AutoCAD SHX Text A76 10066 6J

AutoCAD SHX Text E.T.

AutoCAD SHX Text L.M.

AutoCAD SHX Text

REPAIR DAMAGED RAILROAD GATE #4

R T

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

RAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 2%

AutoCAD SHX Text

RAIL GAUGE (4'-8.5")

AutoCAD SHX Text

WOOD TIE (TYP.)

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

8" (MIN.) BALLAST

AutoCAD SHX Text

TYPICAL RAILROAD TRACK SECTION

AutoCAD SHX Text 4.25'

AutoCAD SHX Text

SUBSURFACE DRAIN (SEE PAVING DETAILS 3)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NO. 2 AWG BARE STRANDED COPPER CABLE

AutoCAD SHX Text

3 WAY DOSSERT CONNECTOR FOR BARE FLEXIBLE COPPER CABLE

AutoCAD SHX Text 19 mm DIA. COPPER-CLAD OR 25 mm DIA. ZINC-COATED STEEL GROUND ROD (MIN. 2.5 m LONG)

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

RAIL BONDING DETAIL

AutoCAD SHX Text

RAIL GROUND DETAIL ON INTERCHANGE TRACK

AutoCAD SHX Text

ATTACH CABLE AS STATED

AutoCAD SHX Text

IN SPEC. 05650

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC. #

AutoCAD SHX Text W.O. #

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

AutoCAD SHX Text

RAIL DETAILS

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R-104

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 04/22/2026

AutoCAD SHX Text A76 10066 6J

AutoCAD SHX Text E.T.

AutoCAD SHX Text L.M.

AutoCAD SHX Text

EXISTING SUB-GRADE

AutoCAD SHX Text

4'- 8.5" STANDARD GAGE

AutoCAD SHX Text

OF OF TRACK

AutoCAD SHX Text 2'-4.25"

AutoCAD SHX Text

TIE SPACING PER MANUFACTURERS RECOMMENDATION

AutoCAD SHX Text

SLIDING DERAIL (DOUBLE END)

AutoCAD SHX Text

14' LONG CROSS TIES

AutoCAD SHX Text

8' - 4.5" TO TARGET VANES OR PER MANUFACTURERS RECOMMENDATION

AutoCAD SHX Text

CONNECTING ROD

AutoCAD SHX Text

9' TO CENTER OF OPERATING STAND OR PER MANUFACTURERS RECOMMENDATION

AutoCAD SHX Text

OPERATING STAND

AutoCAD SHX Text

DERAIL WITH OPERATING STAND AND CONNECTING ROD

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

STEEL WASHER

AutoCAD SHX Text

INSULATED JOINT BAR

AutoCAD SHX Text

STEEL WASHER PLATE

AutoCAD SHX Text

INSULATED JOINT BAR

AutoCAD SHX Text

RAIL

AutoCAD SHX Text 3'

AutoCAD SHX Text

INSULATED JOINT BAR

AutoCAD SHX Text

INSULATING MATERIAL

AutoCAD SHX Text

STEEL WASHER PLATE

AutoCAD SHX Text

STEEL WASHER PLATE

AutoCAD SHX Text

NO. 1/0 AWG 9.5 MM DIAMETER BARE STRANDED COPPER CONDUCTOR

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

INSULATED RAIL JOINT DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

REPAIR DAMAGED RAILROAD GATE #4

R T

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC. #

AutoCAD SHX Text W.O. #

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

AutoCAD SHX Text

FENCE DETAILS

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R-106

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 04/22/2026

AutoCAD SHX Text A76 10066 6J

AutoCAD SHX Text E.T.

AutoCAD SHX Text L.M.

AutoCAD SHX Text

REPAIR DAMAGED RAILROAD GATE #4

AutoCAD SHX Text %%uROUND POST

AutoCAD SHX Text %%uEND OR GATE POST DETAIL

AutoCAD SHX Text %%uTOP OR BRACE RAIL ATTACHMENT

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text %%uTRUSS ROD AND BAND

AutoCAD SHX Text %%uBRACE RAIL CLAMP DETAILS

AutoCAD SHX Text %%uLINE POST

AutoCAD SHX Text %%uCORNER POST

AutoCAD SHX Text

DOUBLE RAIL END

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

BOTTOM RAIL

AutoCAD SHX Text

SECURE SIDE

AutoCAD SHX Text

STEEL POST SCHEDULE

AutoCAD SHX Text

USE AND SECTION

AutoCAD SHX Text

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

AutoCAD SHX Text 1.90" O.D.

AutoCAD SHX Text 1.66" O.D.

AutoCAD SHX Text 1.50" O.D.

AutoCAD SHX Text

LINE

AutoCAD SHX Text

POST

AutoCAD SHX Text X

AutoCAD SHX Text %%uTENSION BAND DETAIL

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text %%uH-BEAM

AutoCAD SHX Text

2.00" SQ.

AutoCAD SHX Text 3.50" x 3.50"

AutoCAD SHX Text 2.25" x 1.70"

AutoCAD SHX Text

2.50" SQ.

AutoCAD SHX Text 3.50" x 3.50"

AutoCAD SHX Text 2.25" x 1.70"

AutoCAD SHX Text

3.00" SQ.

AutoCAD SHX Text 2.25" x 1.70"

AutoCAD SHX Text 1.625" x 1.50"

AutoCAD SHX Text 1.625" x 1.25"

AutoCAD SHX Text

BRACE

AutoCAD SHX Text

RAILS

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text

BRACE

AutoCAD SHX Text

RAILS

AutoCAD SHX Text

PULL

AutoCAD SHX Text

POST

AutoCAD SHX Text

#8 AWG SOLID

AutoCAD SHX Text

COPPER WIRE

AutoCAD SHX Text

MOLDED EXOTHERMIC WELD

AutoCAD SHX Text

OR APPROVED CLAMPED-TYPE

AutoCAD SHX Text

FITTING OF COPPER

AutoCAD SHX Text

FENCE POST

AutoCAD SHX Text

TENSION BAR TO ENGAGE

AutoCAD SHX Text

EACH FABRIC LINK

AutoCAD SHX Text

TENSION BAR

AutoCAD SHX Text

CARRIAGE BOLT

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

TENSION BAND

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text (10mm MIN. DIA.)

AutoCAD SHX Text

CORNER, END,

AutoCAD SHX Text

OR PULL POST

AutoCAD SHX Text

BRACE RAIL

AutoCAD SHX Text

TIE WIRES

AutoCAD SHX Text

BOTTOM RAIL

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

FABRIC WIDTH

AutoCAD SHX Text 1"

AutoCAD SHX Text

TIE WIRES

AutoCAD SHX Text

TIE WIRES

AutoCAD SHX Text

HOG RINGS

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

BARBED-WIRE APRON

AutoCAD SHX Text

ON EXTENSION ARMS

AutoCAD SHX Text 45%%d

AutoCAD SHX Text

BARBED

AutoCAD SHX Text

WIRE (TYP)

AutoCAD SHX Text 35%%d

AutoCAD SHX Text

CORNER, END & PULL POSTS

AutoCAD SHX Text

TUBULAR - ROUND

AutoCAD SHX Text

TUBLAR - SQUARE

AutoCAD SHX Text

C-SECTION (ROLL-FORMED)

AutoCAD SHX Text

LINE POSTS

AutoCAD SHX Text

TUBULAR - ROUND

AutoCAD SHX Text

H-SECTION

AutoCAD SHX Text

C-SECTION (ROLL-FORMED)

AutoCAD SHX Text

TOP, BOTTOM & BRACE RAILS

AutoCAD SHX Text

C-SECTION (ROLL-FORMED)

AutoCAD SHX Text

H-SECTION

AutoCAD SHX Text

TUBULAR - SQUARE

AutoCAD SHX Text

TUBULAR - ROUND

AutoCAD SHX Text

7.5" (TYP.)

AutoCAD SHX Text

3/8 " CARRIAGE

AutoCAD SHX Text

BOLT W/PEEN

AutoCAD SHX Text

THREADS

AutoCAD SHX Text

9-GAGE TIE WIRES

AutoCAD SHX Text

2'-0" O.C. MAX.

AutoCAD SHX Text

TIE WIRE 15"

AutoCAD SHX Text

O.C. MAX. AND

AutoCAD SHX Text

WITHIN 4"

AutoCAD SHX Text

FROM TOP AND

AutoCAD SHX Text

BOTTOM OF FABRIC)

AutoCAD SHX Text

TIE WIRE 15"

AutoCAD SHX Text

O.C. MAX. AND

AutoCAD SHX Text

WITHIN 4"

AutoCAD SHX Text

FROM TOP AND

AutoCAD SHX Text

BOTTOM OF FABRIC)

AutoCAD SHX Text

3/4 " DIA. COPPER-CLAD

AutoCAD SHX Text

STEEL GROUND ROAD

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

PROVIDE BRACE PANEL WHENEVER

AutoCAD SHX Text

STRAIGHT RUNS EXCEED 500'-0"

AutoCAD SHX Text

TENSION BAND 15" O.C. MAX.

AutoCAD SHX Text

AND WITHIN 4" FROM TOP

AutoCAD SHX Text

AND BOTTOM OF FABRIC)

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text

3/8 " MIN. DIA.

AutoCAD SHX Text

9-GAGE TIE WIRES

AutoCAD SHX Text

2'-0" O.C. MAX.

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text

3/8 " MIN. DIA.

AutoCAD SHX Text

CHAIN-LINK FABRIC

AutoCAD SHX Text

9 GAGE, 2" MESH

AutoCAD SHX Text

FABRIC LESS THAN 72"

AutoCAD SHX Text

FABRIC 72" TO 96"

AutoCAD SHX Text

FABRIC OVER 96"

AutoCAD SHX Text 2.375" O.D.

AutoCAD SHX Text 1.875" x 1.625"

AutoCAD SHX Text 2.875" O.D.

AutoCAD SHX Text 2.375" O.D.

AutoCAD SHX Text 2.875" O.D.

AutoCAD SHX Text 4.00" O.D.

AutoCAD SHX Text

FIELD VERIFY

AutoCAD SHX Text

BOTTOM RAIL

AutoCAD SHX Text

38" PLAIN PIN RIVETED FLUSH (TYP)

AutoCAD SHX Text

38" PLAIN PIN RIVETED FLUSH (TYP)

AutoCAD SHX Text

10'-0" MAXIMUM

AutoCAD SHX Text

10'-0" MAXIMUM LINE POSTS TO BE EQUALLY SPACED

AutoCAD SHX Text

16" MIN. DIA.

AutoCAD SHX Text

3'-4" MIN.

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 6"

AutoCAD SHX Text

10" MIN. DIA.

AutoCAD SHX Text

FIELD VERIFY

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

6" (TYP)

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

2" (TYP)

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

10'-0" MAX.

AutoCAD SHX Text

10'-0" MAX.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

1" MAX.

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION. 2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA. 3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE C-SECTION POSTS SHALL BE INSTALLED SO THAT THE THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION. THE TOP OF THE FOUNDATION. 4. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING (3/8 ") CARRIAGE BOLTS AS SHOWN.

AutoCAD SHX Text

REF

AutoCAD SHX Text

CHAIN-LINK SECURITY FENCE DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

FASTENING DETAILS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

EXTENSION ARM DETAILS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

LINE POST ATTACHMENTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

BRACE PANEL DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

GROUNDING DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REF

AutoCAD SHX Text

BOTTOM RAIL DETAILS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

REF

AutoCAD SHX Text

TYPICAL GATE SIGNAGE

AutoCAD SHX Text

NTS

AutoCAD SHX Text x

AutoCAD SHX Text 42"-54"

AutoCAD SHX Text

RETROREFLECTIVE RED AND WHITE (TYP.)

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text R11-2g-TEA GATE CLOSED SIGN

R T

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC. #

AutoCAD SHX Text W.O. #

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

AutoCAD SHX Text

FENCE DETAILS

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R-106

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 04/22/2026

AutoCAD SHX Text A76 10066 6J

AutoCAD SHX Text E.T.

AutoCAD SHX Text L.M.

AutoCAD SHX Text

REPAIR DAMAGED RAILROAD GATE #4

AutoCAD SHX Text x

AutoCAD SHX Text

FENCE FABRIC (TYP.)

AutoCAD SHX Text

DIRECTION GATE SWING (TYP.)

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text %%uPLAN

AutoCAD SHX Text %%uSECTION

AutoCAD SHX Text %%uOFFSET HINGE

AutoCAD SHX Text %%uSTANDARD HINGE

AutoCAD SHX Text %%uGATE KEEPER

AutoCAD SHX Text %%uLATCH ASSEMBLY

AutoCAD SHX Text %%uDROP ROD FOUNDATION

AutoCAD SHX Text

(TO HOLD GATE OPEN)

AutoCAD SHX Text

EXIST. CURD &

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

SAWCUT CURD

AutoCAD SHX Text

FULL DEPTH

AutoCAD SHX Text

GATE

AutoCAD SHX Text

POST

AutoCAD SHX Text

GATE

AutoCAD SHX Text

PAVED SURFACE

AutoCAD SHX Text

BITIMINOUS

AutoCAD SHX Text

STEEL/GRAVEL

AutoCAD SHX Text A

AutoCAD SHX Text P.C. Conc.

AutoCAD SHX Text

EXIST. CURB

AutoCAD SHX Text

NEW GATE

AutoCAD SHX Text

POST FTG.

AutoCAD SHX Text

NEW CURB &

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

WASHER

AutoCAD SHX Text

NEW GATE

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

HINGE

AutoCAD SHX Text

GATE POST SCHEDULE

AutoCAD SHX Text

GATE LEAF WIDTH

AutoCAD SHX Text

OUTSIDE DIMENSION

AutoCAD SHX Text

(NOMINAL)

AutoCAD SHX Text

(NOMINAL)

AutoCAD SHX Text

6.625" OD

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

LIMIT OTHER TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION.

AutoCAD SHX Text

3. ALL GATE FRAMES SHALL BE A MINIMUM 1.90" NOMINAL (ROUND) OR

AutoCAD SHX Text

2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED

AutoCAD SHX Text

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION

AutoCAD SHX Text

OF ALL GATES SUPPLIED.

AutoCAD SHX Text

4. GATES SHALL BE DESIGNATED AS FOLLOWS:

AutoCAD SHX Text

FENCE TYPE

AutoCAD SHX Text

TYPE OPENING

AutoCAD SHX Text

HINGE

AutoCAD SHX Text

EXAMPLES: FE6-84-DO-RA-24

AutoCAD SHX Text

FE5-48-SO-HO-6

AutoCAD SHX Text

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATER ASSEMBLY

AutoCAD SHX Text

AND GATE KEEPERS EXCEPT AS NOTED.

AutoCAD SHX Text %%uDROP ROD ASSEMBLY

AutoCAD SHX Text

CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT

AutoCAD SHX Text x

AutoCAD SHX Text

WIRE (TYP.)

AutoCAD SHX Text

OPENING

AutoCAD SHX Text x

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text

LATCH ASSEMBLY

AutoCAD SHX Text

BRACE RAIL (TYP)

AutoCAD SHX Text

HINGES (TYP)

AutoCAD SHX Text

TRUSS ROD (TYP)

AutoCAD SHX Text

BRACE RAIL (TYP)

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

GRADE LINE

AutoCAD SHX Text %%uPLAN

AutoCAD SHX Text %%uELEVATION

AutoCAD SHX Text

DROP ROD

AutoCAD SHX Text

CHAIN-LINK

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

3 STRANDS OF BARBED

AutoCAD SHX Text

WIRE (TYP.)

AutoCAD SHX Text x

AutoCAD SHX Text…

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 6, 2026.