Attach_4,_Project_Drawings_PH2_Part_1.pdf

PDF 3 MB Posted Sep 25, 2019

Attached to: Anti RAM II Federal contract opportunity
Solicitation number: FA4626-19-R-A009
Issued by: Department of the Air Force Global Strike Command

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Written by GovTribe AI · Dec 28, 2023

This document is an attachment to a solicitation for an anti-ram cable system at Malmstrom Air Force Base in Montana. The solicitation is identified as FA4626-19-R-A009 and is being conducted by the Department of the Air Force Global Strike Command.

The attachment includes project drawings, notes, and material quantities for installing an anti-ram cable system along the existing security fence at several sites on the base. It provides design plans and specifications for the anti-ram cable system, including terminal posts, line posts, cable assemblies, hardware requirements, installation details, and estimated material quantities needed. The drawings depict the locations of the existing utilities and site features, and specifications cover site preparation work, concrete and structural requirements.

The anti-ram cable system is intended to supplement the existing security fence and withstand impacts from vehicles traveling at 50 mph. Key components include galvanized steel cable, terminal posts spaced at approximately 200 feet, line posts at 50 foot intervals, and anchoring hardware. The total cable length needed across all sites is estimated at over 40,000 feet. The solicitation attachment provides the necessary technical details for prospective bidders to fully understand the scope and requirements of the anti-ram cable system project at Malmstrom Air Force Base.

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Attachment 4: Drawings Part 1

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Other files for this federal contract opportunity

Other files attached to Anti RAM II, newest first.
File	Type	Posted
Amendment_0001.pdf	PDF	Oct 11, 2019
Amended_Drawings_Part_3.pdf	PDF	Oct 11, 2019
Amended_Drawings_Part_2.pdf	PDF	Oct 11, 2019
Amended_Drawings_Part_4.pdf	PDF	Oct 11, 2019
Amended_Drawings_Part_1.pdf	PDF	Oct 11, 2019
FA4626-19-R-A009-0001.pdf	PDF	Oct 11, 2019
Attach_4,_Project_Drawings_PH2_Part_4.pdf	PDF	Sep 25, 2019
Attach_8_Past_Performance_Questionaire.docx	DOCX document	Sep 25, 2019
Attach_1_Specifications_Part_1.pdf	PDF	Sep 25, 2019
Attach_6_Installation_Perimeter_Access_Control.pdf	PDF	Sep 25, 2019
Attach_4,_Project_Drawings_PH2_Part_3.pdf	PDF	Sep 25, 2019
Attach_1_Specifications_Part_2.pdf	PDF	Sep 25, 2019
Attach_10_-_Section_L&M.pdf	PDF	Sep 25, 2019
Attach_4,_Project_Drawings_PH2_Part_6.pdf	PDF	Sep 25, 2019
Attach_4,_Project_Drawings_PH2_Part_7.pdf	PDF	Sep 25, 2019
Attach_7_Special_Contract_Requirements.docx	DOCX document	Sep 25, 2019
Attach_4,_Project_Drawings_PH2_Part_8.pdf	PDF	Sep 25, 2019
Attach_4,_Project_Drawings_PH2_Part_5.pdf	PDF	Sep 25, 2019
Attach_9_Subcontractor_Consent.doc	DOC document	Sep 25, 2019
Solicitation_-_FA462619RA009.pdf	PDF	Sep 25, 2019
Attach_2_Anti-Ram_Submittal_Schedule_PH2.pdf	PDF	Sep 25, 2019
Attach_5_Wage_Determinations.docx	DOCX document	Sep 25, 2019
Attach_3_SCHEDULE_OF_DRAWINGS_PH2.pdf	PDF	Sep 25, 2019
Attach_4,_Project_Drawings_PH2_Part_2.pdf	PDF	Sep 25, 2019

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DNAMMOCEKIRTS

AIRFORCE GLOBAL

16-6020A

FA4626-19-R-A009

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MAF ANTI-RAM CABLES

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NZAS 16-6020A

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MALMSTROM AFB, MONTANA

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VICINITY MAP

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STREET

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STREET

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AS SHOWN

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VICINITY, INDEX, GENERAL NOTES

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AUG 02 2018

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CX-001

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SCALE

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REVIEWED BY

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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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DATE

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PAGE

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MAF ANTI-RAM CABLE MALMSTROM AFB, MT

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ATTACHMENT 4

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FA4626-18-R-0038

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DRAWING NUMBER

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PROJECT SHEET NUMBER

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DESCIPTION

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CX-001

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VICINITY & INDEX

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CX-002

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GENERAL NOTES

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CX-003

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SYMBOLS & ABBREVIATIONS

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CS-101

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C-01 SITE TOPO

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CS-102

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C-01 SITE PLAN

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CS-401

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C-01 ENTRANCE DEMO PLAN

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CS-402

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C-01 CIVIL ENTRANCE FIT-UP PLAN

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ES-401

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C-01 ELECTRICAL ENTRANCE DEMO PLAN

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ES-402

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C-01 ELECTRICAL ENTRANCE FIT-UP PLAN

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CS-103

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D-01 SITE TOPO

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CS-104

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D-01 SITE PLAN

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CS-403

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D-01 CIVIL ENTRANCE PLAN

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ES-403

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D-01 ELECTRICAL ENTRANCE PLAN

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CS-105

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L-01 SITE TOPO

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CS-106

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L-01 SITE PLAN

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CS-404

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L-01 CIVIL ENTRANCE PLAN

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ES-404

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L-01 ELECTRICAL ENTRANCE PLAN

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CS-107

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N-01 SITE TOPO

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CS-108

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N-01 SITE PLAN

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CS-405

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N-01 CIVIL ENTRANCE PLAN

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ES-405

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N-01 ELECTRICAL ENTRANCE PLAN

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CS-109

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O-01 SITE TOPO

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CS-110

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O-01 SITE PLAN

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CS-406

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O-01 CIVIL ENTRANCE PLAN

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EX-406

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O-01 ELECTRICAL ENTRANCE PLAN

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CX-501

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ANTI-RAM CABLE SYSTEM DETAILS

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CX-502

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POST DETAILS

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CX-503

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GATE DETAILS

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CX-504

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GATE DETAILS

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CX-505

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DUCT BANK DETAILS

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CX-506

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DETAILS

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CX-507

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FENCE DETAILS

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CX-508

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PERSONNEL GATE DETAILS

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PROJECT SITE

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PROJECT SITE

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PROJECT SITE

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PROJECT SITE

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PROJECT SITE

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12TH MISSILE SQUADRON

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10TH MISSILE SQUADRON

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490TH MISSILE SQUADRON

ATIACHMENT 4

GENERAL NOTES:

1. DESIGN IS BASED ON A 15,000 LB VEHICLE TRAVELING 50 MPH. DESIGN CODE IS UFC 4-022-02, SELECTION AND APPLICATION OF VEHICLE BARRIERS AND UFC 4-022-03, SECURITY FENCES AND GATES. TYPICAL CABLE ALLOWED THREAT PENETRATION IS 40 FT UNLESS NOTED

OTHERWISE OR SHOWN. MAXIMUM PENETRATION AROUND MAF IS 10 FT.

2. ANTI-RAM CABLES SHALL BE PROVIDED BY BROADWAY SPLICE IN MISSOULA MT OR APPROVED EQUAL THE CABLE SHALL BE U.S. DOMESTIC MINIMUM 3/4" 0 6x26 CLASS WIRE ROPE, REGULAR LAY, EXTRA IMPROVED PLOW STEEL (EIP), INDEPENDENT WIRE ROPE CORE (IWRC), CONFORMING TO ASTM A1023 AND GALVANIZED IN ACCORDANCE WITH ASTM A475 CLASS A, & SHALL HAVE A MINIMUM BREAKING STRENGTH OF

58,800 POUNDS (29 TONS).

3. CABLES SHALL BE CONTINUOUS FROM TERMINAL POST TO TERMINAL POST. NO SPLICES IN CABLE SHALL BE ALLOWED. CABLE BARRIER SHALL BE INSTALLED 3'-6" INSIDE EXISTING SECURITY FENCE AS PER PLANS. LINE POST CLIPS SHALL BE INSTALLED PERPENDICULAR TO THE LAY OF THE STRANDS OF THE WIRE ROPE. AND SHALL BE TIGHTENED AFTER SAG IN CABLE BARRIER HAS BEEN REMOVED. UNLESS INDICATED

OTHERWISE (UNO), SEE DETAILS FOR TERMINAL POST SPACING AND LINE POST SPACING.

4. ONE WIRE ROPE END SHALL TERMINATE AROUND TURNBUCKLES USING EXTRA HEAVY-DUTY WIRE ROPE THIMBLES AND CLIPS . SEE DETAILS FOR TERMINATION REQUIRED TURN BACK DISTANCE, NUMBER OF CLIPS AND ORIENTA TON OF CLIPS. HARDWARE SHALL BE SIMILAR TO CROSBY

PRODUCTS AS SUPPLIED BY BROADWAY SPLICE, U.S. DOMESTIC GALVANIZED.

5. ONE WIRE ROPE END SHALL TERMINATE WITH EITHER A SWAGE OR SPEL TER OPEN END. SEE DETAILS.

6. SITE DIMENSIONS GIVEN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS.

7. SAG BETWEEN LINE POST SPACED AT 50 FT SHOULD BE 12.8" AT 70'F AND 11.7" AT 50'F. NOTIFY CONTRACT OFFICER FOR OTHER SAG

DIMENSIONS AT DIFFERENT TEMPERATURES OR POST SPACING.

8. OFFSET TERMINAL POST AND LINE POSTS FROM FENCELINE (PLAN VIEW) TO AVOID CONFLICT WITH EXISTING CHAIN LINK FENCE POSTS.

9. ALLOW EPOXY ANCHOR BOLTS (MIN 2 DAYS), LINE POST (MIN 2 DAYS) & TERMINAL POSTS (MIN 7 DAYS) TO CURE, PRIOR TO APPLYING LOADS

(INSTALLING TURNBUCKLES & TENSIONING CABLES).

10. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1.

11. STRUCTURAL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NINTH EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION FOR

ALLOWABLE STRESS DESIGN.

12. STRUCTURAL STEEL SHALL CONFORM TO ASTM A500 GRADE B AND SHALL HAVE A MINIMUM YIELD STRESS OF 46,000 PSI.

13. ALL HARDWARE USED IN CABLE ANCHORING SYSTEM SHALL BE HOT-DIPPED GALVANIZED. ANY AREAS WHERE COATING IS DAMAGED OR

REMOVED SHALL BE COVERED WITH A ZINC RICH COMPOUND.

14. TURNBUCKLES SHALL BE 1X"x18", TYPE I, GALVANIZED IN ACCORDANCE WITH ASTM F1145.

15. WIRE ROPE CLAMPS SHALL BE TYPE I, GALVANIZED, AND CONFORM TO FS FF-C-450.

16. ALL THREADED RODS, Li-BOLTS, AND BOLTS SHALL CONFORM TO ASTM A307 AND SHALL BE INSTALLED WITH F844 WASHERS AND A563 NUTS.

ENTIRE BOLT ASSEMBLY SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

17. ZINC RICH COMPOUND FOR REPAIRS SHALL BE 95% METALLIC ZINC, BY WEIGHT IN DRIED FILM; INSTALL AT LEAST TWO COATS, 4 MILS MIN TOTAL

THICKNESS.

18. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 318. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. THE MINIMUM CONCRETE REBAR COVER SHALL BE 3", UNO.

19. AREA INSIDE FENCE MUST REMAIN SECURE AND OPERATIONAL AT ALL TIMES. ADD TEMPORARY FENCING AS REQUIRED. COORDINATE GATE REPLACEMENT CONSTRUCTION SCHEDULE WITH PROJECT COORDINATOR GATE IS TO REMAIN SECURE AND PASSAGE ONLY ALLOWED BY

SECURITY FORCES.

20. AS A MINIMUM, ONE LANE OF TRAFFIC MUST BE MAINTAINED AT ALL TIMES TO ALLOW VEHICLE ACCESS TO THE SITE, ACROSS THE CONSTRUCTION, AND THROUGH THE CONSTRUCTION AREA CONTRACTOR TO PROVIDE ROAD PLATES.

21. IF BORE LOG INFORMATION AND/OR POWER AUGER LOG DATA WAS AVAILABLE, IT WAS PROVIDED TO HELP DETERMINE BORING REQUIREMENTS

NEAR EACH SITE. ACTUAL FIELD CONDITIONS CAN VARY.

22. GATE SHALL BE A TYMETAL CORP. BOX FRAME CANTILEVER SLIDE GATE W/ K-12 CRASH BEAM MODEL TCGR-12. TYMETAL DRAWINGS PROVIDED ARE FOR INFORMATION ONLY. FOLLOW MANUFACTURERS SUBMITIED INSTALLATION DRAWINGS AND INSTRUCTIONS. GATE SHALL MEET ASTM F 2656-07 STANDARD TEST METHOD FOR VEHICLE CRASH TESTING OF PERIMETER BARRIERS AND HAVE CERTIFICATION.

23. GATE OPERATOR SHALL BE A HYSECURITY SLIDE DRIVER MODEL 80-C. OPTIONAL ACCESSORIES TO INCLUDE CABINET LOCK, HEATER, STROBE LIGHT, PHOTO EYES, SNOWBRUSH AND SCRAPER KIT, AND XTREMEDRIVE RACK KIT. FOLLOW MANUFACTURERS SUBMITTED INSTALLATION

DRAWINGS AND INSTRUCTIONS.

24. PERSONNEL GATE SHALL BE A WALLACE PERIMETER SECURITY PRE-HUNG MAN GATE. WALLACE DRAWINGS PROVIDED ARE FOR INFORMATION

ONLY. FOLLOW MANUFACTURERS SUBMITTED INSTALLATION DRAWINGS AND INSTRUCTIONS.

25. PROVIDE AUTOCAD RELEASE 2016 OR NEWER REDLINE DRAWINGS OF UTILITY LOCATES ON THE PLAN VIEWS. INCLUDE REFERENCE DIMENSIONS.

PROVIDE LOCATIONS AND DEPTHS BELOW GRADE IF EXPOSED. INCLUDE SIZES AND SERVICES IF KNOWN. ADD FIELD VERIFIED LOCATIONS, DEPTHS AND SIZES OF UTILITIES NOT SHOWN ON REDLINES ALSO.

26. MINIMIZE SERVICE INTERRUPTION TO TELEPHONE BOX. NOTIFY PROJECT COORDINATOR AND SECURITY FORCES 7 DAYS IN ADVANCE OF AN

OUTAGE.

27. PROVIDE CONTRACTOR FOOD, WATER, PORTABLE TOILETS, AND SHELTER AS NEEDED. EXISTING FACILITIES AT SITES ARE FOR MALMSTROM

AFB PERSONNEL ONLY, NOT FOR CONTRACTOR USE.

28. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR

ADDENDUM.

29. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC

DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.

30. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATIENTION OF THE GOVERNMENT BEFORE PROCEEDING WITH RELATED WORK.

31. VISITS TO THE JOBSITE BY THE ENGINEER TO OBSERVE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT THEY ARE THE GUARANTORS OF THE

CONTRACTORS WORK, NOR SUPERVISION, NOR SAFETY AT THE JOBSITE.

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

32. REVIEW OF SHOP DRAWINGS BY THE GOVERNMENT IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. REVIEW OF SUCH SHOP DRAWINGS BY THE GOVERNMENT SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR CORRECTNESS OF DIMENSIONS, FABRICATION DETAILS, SPACE REQUIREMENTS, AND ERRORS IN THE SHOP DRAWINGS, OR FOR DEVIATIONS FROM THE CONTRACT DRAWINGS OR SPECIFICATIONS UNLESS THE CONTRACTOR HAS SPECIFICALLY CALLED ATTENTION TO SUCH DEVIATIONS IN WRITING BY A LETIER ACCOMPANYING THE SHOP DRAWINGS AND THE GOVERNMENT APPROVES SUCH CHANGE OR

DEVIATION IN WRITING.

33. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK THAT CONFORMS TO THE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SAFETY AND HEALTH STANDARDS FOR THE CONSTRUCTION

INDUSTRY.

34. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS (BEAMS, COLUMNS, WALLS, SLABS, STEEL DECKS, ETC.) WITHOUT PRIOR WRITTEN APPROVAL OF THE GOVERNMENT.

35. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE

STATE IN WHICH THE PROJECT IS LOCATED AND OF THE PROJECT SPECIFIC DISCIPLINE.

FOUNDATION AND SOIL PREPARATION:

SITE GRADING AND EXCAVATIONS

1. ALL TOPSOIL AND ORGANIC MATERIAL, ASPHALT, CONCRETE AND RELATED CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE EXCAVATION

AREAS AND ANY AREAS TO RECEIVE SITE GRADING FILL

2. ALL FILL AND BACKFILL SHALL BE NON-EXPANSIVE, FREE OF ORGANICS AND DEBRIS AND SHALL BE APPROVED BY THE PROJECT ENGINEER ALL FILL SHALL BE PLACED IN UNIFORM LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS. ALL FILL AND BACKFILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 OR EQUIVALENT (E.G. ASTM D4253-D4254).

3. IMPORTED STRUCTURAL FILL SHALL BE NON-EXPANSIVE, FREE OF ORGANICS AND DEBRIS, AND SELECTED PER THE FOLLOWING GRADATION

REQUIREMENTS:

SCREEN OR SIEVE SIZE

3-INCH

tYi-lNCH

%-INCH

N0. 4

NO. 200

PERCENT PASSING BY WEIGHT

80-100 60-100 25-60

12 MAXIMUM

FLOOR SLABS, FOUNDATION, AND EXTERIOR FLATWORK

4. FOR NORMALLY LOADED, SLAB-ON-GRADE CONSTRUCTION, A MINIMUM 12 INCH CUSHION COURSE CONSISTING OF FREE-DRAINING, CRUSHED GRAVEL SHOULD BE PLACED BENEATH THE SLABS AND COMPACTED TO A MINIMUM OF 95 PERCENT DENSITY PER ASTM D-1557 (OR EQUIVALENT PER ASTM D4253-D4254). THIS MATERIAL SHOULD CONSIST OF MINUS 3/4-INCH AGGREGATE WITH BETWEEN 40 AND 70 PERCENT PASSING THE NO.

4 SIEVE AND NO MORE THAN 10 PERCENT PASSING THE NO. 200 SIEVE. PRIOR TO PLACING THE CUSHION COURSE, THE UPPER SIX INCHES OF

SUBGRADE SHALL BE COMPACTED TO 92 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

5. THE GATE FOUNDATION SYSTEM SHALL HAVE 2 FEET OF IMPORTED STRUCTURAL FILL PLACED IN UNIFORM LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS. ALL FILL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 OR EQUIVALENT (E.G. ASTM D4253-D4254).

MATERIALS:

1. CLASS A CONCRETE

(USE FOR ALL, U.N.O.)

2. REINFORCING BARS

3. GROUT

4. STRUCTURAL STEEL

CHANNELS, ANGLES

PLATES

6. WELD METAL

7. ADHESIVE ANCHORS/REBAR

PORTLAND CEMENT ASTM C150 TYPE II

W/C RATIO= 0.45 MAXIMUM

28 DAY fc = 4000 PSI

SLUMP RANGE 3-5 INCHES

AIR CONTENT= 4.5 - 7.5%

%" MAXIMUM NORMAL WEIGHT AGGREGATE

ASTM A615, GRADE 60

ASTM C1107, NON-METALLIC NON-SHRINK GROUT,

3 DAYfc = 4000 PSI

ALL EXPOSED STEEL SHALL BE HOT-DIP GALVANIZED

ASTM A36, Fy = 36 KSI ASTM A36, Fy = 36 KSI

E70XX ELECTRODE

USE ASTM A615, GRADE 60 REBAR WITH

HILTI HIT HY-200 MAX ADHESIVE.

DRAWN BY

STREET

REVIEWED BY SCALE

MAF ANTI-RAM CABLE

MALMSTROM AFB, MT

GENERAL NOTES

AS SHOWN I DATE

AUG 02 2018 IPAGE

PROJECT NUMBER

16-6020A

DRAWING NUMBER

CX-002

FILE NUMBER

FA4626-19-R-A009

ABBREVIATIONS

ANTENNA LEGEND

SYMBOL DESCRIPTION

LEGEND

SYMBOL DESCRIPTION

W x

PL PL PL

C/E C/E

DNAMMOCEKIRTS

AIRFORCE GLOBAL

16-6020A

FA4626-19-R-A009

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ABANDONED

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CMP

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CORRUGATED METAL PIPE

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COMM

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COMMUNICATION

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FETS

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FLARED END TERMINAL SECTION

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HICS

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HARDENED INTERSITE CABLE SYSTEM

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HTR

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HARD TRANSMIT RECEIVE ANTENNA

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INV

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INVERT

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MEECN

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MINIMUM ESSENTIAL EMERGENCY COMMUNICATIONS NETWORK

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PTZ

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PAN-TILT-ZOOM

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PVC

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POLYVINYL CHLORIDE PIPE

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RCP

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REINFORCED CONCRETE PIPE

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RVA

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REMOTE VISUAL ASSESSMENT

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SLFCS

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SURVIVABLE LOW FREQUENCY COMMUNICATIONS SYSTEM

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UHF

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ULTRA HIGH FREQUENCY

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UNGD

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UNDERGROUND

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DUAL MODE/UHF

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HTR RECEIVE - ABANDONED

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HTR TRANSMIT - ABANDONED

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MEECN

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SLFCS

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RVA TOWER

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WEATHER STATION

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WATER

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WATER - RAW (UNTREATED)

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NATURAL GAS PIPING

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RVA CABLE - UNGD

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SANITARY SEWER

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WEATHER STATION CABLE

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WALL LIGHT

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WALL HYDRANT

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SIGN

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POWER POLE

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ROOF DRAIN

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SANITARY SEWER CLEANOUT

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WATER WELL

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STORM DRAIN MANHOLE

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SANITARY SEWER GRINDER STATION

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WATER MANHOLE

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WATER VALVE

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PROPERTY LINE

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WATER - ABANDONED

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NATURAL GAS PIPING ABANDONED

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RVA CABLE - UNGD GROUND

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SANITARY SEWER - ABANDONED

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WEATHER STATION CABLE - GROUND

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PROPERTY LINE - EASEMENT

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PAVEMENT - ASPHALT/CONCRETE-EDGE

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RVA CABLE - UNGD ABANDONED

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ANTENNA - HTR ABANDONED

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BUILDING FOOTPRINT

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CATHODIC PROTECTION SYSTEM - UNGD

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COMM - TELEVISION - UNGD

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COMM - CLOSED CIRCUIT TELEVISION CABLE

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COMM - FIBER OPTIC - UNGD

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COMM - UNGD

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COMM - TELEPHONE - UNGD

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FUEL OIL PIPING - UNGD

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FUEL LEAK MONITORING PIPING - UNGD

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FIRE PROTECTION - UNGD

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ELECTRICAL - GROUNDING - UNGD

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ELECTRICAL - PRIMARY - OVERHEAD

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ELECTRICAL - PRIMARY - UNGD

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ELECTRICAL - SECONDARY - UNGD

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ANTENNA - DUAL MODE / UHF

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ANTENNA - HICS

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ANTENNA - MEECN

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ANTENNA - SLFCS

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CAMERA - PTZ

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CAMERA - FIXED

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MONITOR WELL

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FENCE - CHAIN LINK

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FENCE - WIRE

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ELECTRICAL OUTLET

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GATE

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CONCRETE

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ELECTRICAL MANHOLE

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ELECTRICAL BOX FLUSH

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GATE CONTROL

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LIGHT POLE

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FLAG POLE

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COMM - UNGD ABANDONED

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FUEL OIL PIPING - UNGD ABANDONED

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ELECTRICAL - PRIMARY - UNGD ABANDONED

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CATHODIC PROTECTION ANODE WELL

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CULVERT

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DEWATERING WELL

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DEWATER LINE

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BOLLARD

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CATHODIC PROTECTION SYSTEM - ABANDONED

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CATHODIC PROTECTION RECTIFIER

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CATHODIC PROTECTION TEST POINT

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ELECTRICAL CONDUIT & BOX

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NATURAL GAS METER

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COMM - TELEPHONE - RISER

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COMM - TELEPHONE - MANHOLE

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ELECTRICAL PANEL & AUTO-TRANSFER SWITCH

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EP&T

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GRAVEL - EDGE

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GUY WIRE FROM POLE

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DELINEATOR

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SANITARY SEWER MANHOLE

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COMM - CLOSED CIRCUIT PULLBOX

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DITCH FLOW LINE

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RETAINING WALL

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CATTLE GUARD

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ANTI-RAM CABLE SYSTEM

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ANTI-RAM TERMINAL/END POST

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STREET

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STREET

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AS SHOWN

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SYMBOLS AND ABBREVIATIONS

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AUG 02 2018

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CX-003

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SCALE

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REVIEWED BY

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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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DATE

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PAGE

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MAF ANTI-RAM CABLE MALMSTROM AFB, MT

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ATTACHMENT 4

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FA4626-18-R-0038

202'-5"

202'

88'-10"

ARAMARAMARAM

A R

A M

A R

A M

ARAM

ARAMARAMARAMARAMARAMARAMARAMARAM

A R

A M

A R

A M

A R

A M

A R

A M

A R

A M

A R

A M

A R

A M

ARAM ARAM

ARAM ARAM ARAM ARAM ARAM ARAM

ARAM

Y P

ES401

ES402

88'-3"

ANTIRAM CABLE SYSTEM

(3'-6" FROM EXISTING FENCE TYP)

ANCHOR POST

CS401

CS402

ARAM ARAM

A R

A M

202'

202'-5"

COMM

110A

103A

102 101

DNAMMOCEKIRTS

AIRFORCE GLOBAL

100% DRAWING

16-1620A

00 20' 40'

R E G

A L

GENERAL NOTES:

1. VERIFY AND LOCATE SITE UTILITIES BEFORE DIGGING.

2. FIELD VERIFY EXISTING CONDUIT SIZES.

3. FIELD VERIFY DIMENSIONS AND CONDUIT SPLICES.

4. SOIL BORINGS INDICATE SANDY CLAY TO 3' BFG., THEN GRAVELLY SANDY CLAY TO 6.5' BFG., THEN

SHALE TO 10' BFG.

5. POWER AUGER LOG INDICATES SANDY CLAY TO 2' BFG., THEN SANDY CLAY TO GRAVELLY SANDY

CLAY TO 6' BFG.

6. SEE CX002 FOR GENERAL PROJECT NOTES.

7. SLFCS APPROX. 4' BFG

ESTIMATED ANTI-RAM CABLE SYSTEM MATERIAL

QUANTITIES

TERMINAL

POST (EA)

LINE POSTS

(EA)

CABLE ASSY

(EA)

CABLE LENGTH

(FT)

REMOVABLE

BOLLARDS

(EA)

BOLLARDS

CHANNEL

(EA)

12 27 33 4073 3 8

FA4626-19-R-A009

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EX. CHAINLINK SECURITY FENCE

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BEDROOM

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BEDROOM

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BEDROOM

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BEDROOM

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NEW

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BEDROOM

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BEDROOM

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CORRIDOR

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BEDROOM

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TOILET

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& UTILITY

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FURNACE

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VEST

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OFFICE

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CORRIDOR

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BEDROOM

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TOILET

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KITCHEN

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WEIGHT ROOM

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EXPANSION

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SECURITY

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SECURITY

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SHAFT

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ENTRY

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RECREATION

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ROOM

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DINING &

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EQUIPMENT ROOM

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ROOM

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CLEAN

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TELEPHONE

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ROOM

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GENERATOR

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EQUIPMENT

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ROOM

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SCALE

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REVIEWED BY

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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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DATE

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PAGE

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MAF ANTI-RAM CABLES MALMSTROM AFB, MT

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ATTACHMENT 4

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FA4626-18-R-0038

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STREET

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STREET

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AS SHOWN

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C-01 SITE TOPO

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AUG 02 2018

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CS-101

202'-5"

202'

88'-10"

ARAMARAMARAM

A R

A M

A R

A M

ARAM

ARAMARAMARAMARAMARAMARAMARAMARAM

A R

A M

A R

A M

A R

A M

A R

A M

A R

A M

A R

A M

A R

A M

ARAM ARAM

ARAM ARAM ARAM ARAM ARAM ARAM

ARAM

Y P

ES401

ES402

88'-3"

ANTIRAM CABLE SYSTEM

(3'-6" FROM EXISTING FENCE TYP)

ANCHOR POST

CS401

CS402

ARAM ARAM

A R

A M

202'

202'-5"

(3) REMOVABLE

BOLLARDS

(4) BOLLARDS W/

CHANNEL

SHICS

HICS

HIC

HICS

R G

WTHR

F O

F I B

E R

I B

S A

C P

R V

RVA

R V

RVA

R V

RVA

R V

RVA

R V

G R

V A

G R

V A

G R

V A

G R

V A

G R

V A

G R

V A

RVA

R V

COMM

T E

E E

FUEL

TEL

CTH

C T

H C

T H

CTH

HTR

H T

R A

T R

HTR

R A

H T

A B

H T

A B

R A

HTR

T R

A B

H T

R A

HTR

A B

HTR

GRND

GRNDGRND

GRND

H T

A B

110A

103A

102 101

S L F

C S

MEECN

M E

E C

E R

F I B

E R

I B

SAN

S A

P B

C T

C O

M M

C O

M M

GATE

COMMUNICATION

PULL BOX

POWER

PULL BOX

COMMUNICATION

PULL BOX

POWER PULL

BOX

DUCT BANK

COMM

00 20' 40'

R E G

A L

GENERAL NOTES:

1. VERIFY AND LOCATE SITE UTILITIES BEFORE DIGGING.

2. FIELD VERIFY EXISTING CONDUIT SIZES.

3. FIELD VERIFY DIMENSIONS AND CONDUIT SPLICES.

4. SOIL BORINGS INDICATE SANDY CLAY TO 3' BFG., THEN GRAVELLY SANDY CLAY TO 6.5' BFG., THEN

SHALE TO 10' BFG.

5. POWER AUGER LOG INDICATES SANDY CLAY TO 2' BFG., THEN SANDY CLAY TO GRAVELLY SANDY

CLAY TO 6' BFG.

6. SEE CX002 FOR GENERAL PROJECT NOTES.

7. SLFCS APPROX. 4' BFG

ESTIMATED ANTI-RAM CABLE SYSTEM MATERIAL

QUANTITIES

TERMINAL

POST (EA)

LINE POSTS

(EA)

CABLE ASSY

(EA)

CABLE LENGTH

(FT)

REMOVABLE

BOLLARDS

(EA)

BOLLARDS

CHANNEL

(EA)

12 24 33 4146 3 4

DNAMMOCEKIRTS

AIRFORCE GLOBAL

100% DRAWING

16-1620A

FA4626-19-R-A009

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EX. CHAINLINK SECURITY FENCE

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PRESUMED TO RUN INTO THE 101 OR 103 ROOM

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RVA TOWER

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MEECN ANTENNA

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DUAL MODE/UHF ANTENNA

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BEDROOM

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BEDROOM

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BEDROOM

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BEDROOM

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NEW

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BEDROOM

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BEDROOM

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CORRIDOR

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BEDROOM

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TOILET

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& UTILITY

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FURNACE

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VEST

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OFFICE

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CORRIDOR

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BEDROOM

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TOILET

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KITCHEN

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WEIGHT ROOM

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EXPANSION

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SECURITY

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SECURITY

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SHAFT

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ENTRY

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RECREATION

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ROOM

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DINING &

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EQUIPMENT ROOM

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ROOM

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CLEAN

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TELEPHONE

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ROOM

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GENERATOR

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EQUIPMENT

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ROOM

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GATE PHONE

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PUMP HOUSE

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ABANDONED HTR RECEIVE ANTENNA

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RAIN GAUGE

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WEATHER ANTENNA

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ABANDONED HTR TRANSMIT ANTENNA

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ABANDONED SOFT ANTENNA

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STREET

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STREET

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AS SHOWN

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C-01 SITE PLAN

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AUG 02 2018

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CS-102

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SCALE

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REVIEWED BY

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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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DATE

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PAGE

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MAF ANTI-RAM CABLES MALMSTROM AFB, MT

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ATTACHMENT 4

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FA4626-18-R-0038

File details come from the government source that posted it. Updated Dec 28, 2023.