Attach_4,_Project_Drawings_PH2_Part_8.pdf

PDF 2 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 set of construction drawings and details supports Solicitation FA4626-19-R-A009 for an Anti-RAM II project at Malmstrom Air Force Base in Montana. The drawings depict site plans, demolition plans, new construction plans, and enlarged details for electrical and cable systems work. They include specifications for underground duct banks, pull boxes, communication and power conduits, grounding, cable splices, and cathodic protection components. Fencing, gates, and bollard details are also provided for securing the perimeter. The level of detail in the drawings indicates the scope of work involves installation and integration of physical infrastructure and low-voltage systems.

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Attachment 4: Drawings Part 8

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Other files for this federal contract opportunity

Other files attached to Anti RAM II, newest first.
File	Type	Posted
FA4626-19-R-A009-0001.pdf	PDF	Oct 11, 2019
Amended_Drawings_Part_1.pdf	PDF	Oct 11, 2019
Amended_Drawings_Part_4.pdf	PDF	Oct 11, 2019
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
Attach_4,_Project_Drawings_PH2_Part_1.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
Attach_4,_Project_Drawings_PH2_Part_5.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_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

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POWER PULL BOX COMMUNICATION PULL BOX

4" PVC PWR

THROUGH

WATER TIGHT SEAL

3'-6

1'-7"

(APPROX)

GRADE

32 X 32 PRECAST REINFORCED CONCRETE BOX W/ WATER TIGHT

STAMPED "COMMUNICATION" LID SIMIILAR TO CRETEX TYPE 3

32 X 32 PRECAST REINFORCED CONCRETE

BOX W/ WATER TIGHT STAMPED "ELECTICAL"

LID SIMIILAR TO CRETEX TYPE 3

WATER TIGHT SEAL

BETWEEN COUNDUITS

POLY COATED STEEL

CONDUIT SEALED

WATER TIGHT

ENGINEERED FILL 6" BTM AND 8" SIDES

WATER TIGHT SEAL

BETWEEN CONDUITS

GROUT ALL CONDUIT

PENETRATIONS INTO BOX

AND SEAL WATER TIGHT

2 X 2 4" PVC SCH 40 PRECAST REINFORCED CONCRETE

DUCT BANK STRUCTURALLY RATED MEETING AASHTO

HS20 REQUIREMENTS FOR A TANDEM TRAILER

GROUT ALL CONDUIT

PENETRATIONS INTO BOX

AND MAKE WATER TIGHT

POLY COATED STEEL

CONDUITS SEALED

WATER TIGHT

" METAL

SHIELDING

SUPPORTED BY (4) 3" X 3" X 7 1/2" METAL BLOCKS

ENGINEERED FILL 6" BTM & 8" SIDES

4" PVC CONDUIT W/ (4) 1"

POLY COATED STEEL

CONDUITS (3ɸ PWR) (SPARE)

4" PVC CONDUIT (COMM. SPARE)

4" PVC CONDUIT W/ (4) 1" POLY COATED

STEEL CONDUITS (1ɸ PWR) (SPARE)

4" PVC CONDUIT W/ (7) 3/4" POLY COATED

CONDUITS (COMMUNICATIONS)

1'-2

4" ASPHALT

6 MIL. POLY SHEET BOND BREAKER

COVERING UTILIZED W/ FLOWABLE

FILL

PATCH W/ HOT MIX ASPHALT OR 4000 PSI

REINFORCED CONCRETE

SAW CUT STRAIGHT & NEAT

BEFORE PATCHING. TACK COAT

1'-3" APPROX

4" CONDUIT

4.5" OD

DNAMMOCEKIRTS

AIRFORCE GLOBAL

100% DRAWING

16-6020A

Scale: 1" = 1-0'

DOUBLE PULL BOX DETAIL

Scale: 1" = 1-0'

DUCT BANK

NTS

DUCT BANK

22.25

18.75

FA4626-19-R-A009

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STREET

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STREET

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AS SHOWN

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DUCT BANK DETAILS

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AUG 02 2018

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CX-505

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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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6" THICK

CONC. EDGING

6" THICK CRUSHED

GRAVEL (TYP.)

ROCK MULCH

4" THICK W/ WEED BARRIER

ROCK MULCH

GRADE40 #3 BARS @ 12" O.C.

EACH WAY (CENTERED IN SLAB)

FABRIC OR 4" ASPHALT

4" THICK W/ WEED BARRIER

FABRIC OR 4" ASPHALT

1'-6"

HSS 16X16X0.375 POST GALVANIZED

COMPLETELY FILLED W/ CONCRETE

1" CONCRETE CROWN

GRADE

TIGHT TO POST ZIP TIE

HMWPE #6 STRANDED CABLE SEE PLANS

FOR CONTINUATION AND DETAIL 5 THIS

DRAWING FOR TERMINATION

CADWELD, TOUCH-UP POST AND CADWELD W/

COLD COMPOUND ZINC PAINT AND COAT W/

KOP-COAT BITUMASTIC (OR EQUAL). INSTALL

ROYSTON HANDY CAP (OR EQUAL) OVER

CADWELD.

WYE SPLICE

FILL HOLE

MOLDED

PLASTIC BODY

SCOTCHCAST RESIN

EXOTHERMIC WELD OR CRIMPIT

EXISTING CATHODIC

CABLE

NEW CATHODIC

CABLE

NEW OR EXISTING CATHODIC CABLE

NOTE: ALL SPLICES SHALL BE SEALED IN SCOTCHCAST RESIN OR EQUAL

DNAMMOCEKIRTS

AIRFORCE GLOBAL

100% DRAWING

16-6020A

1-1/2" = 1'

CONCRETE CURB SECTION

3/16" = 1'

PHOTO EYE POST DETAIL

NTS

REMOVABLE BOLLARD DETAIL

Scale: 1/2" = 1'

CATHODIC POST BOND

NTS

CATHODIC SYSTEM SPLICE

FA4626-19-R-A009

AutoCAD SHX Text BOLLARD COVER AFCO MODEL BB-2255 6.5" DIA. COLOR SAFETY YELLOW W/1 STRIP OF REFLECTIVE TAPE AROUND TOP SPACED 3" FROM TOP.

AutoCAD SHX Text 6 " OUTSIDE DIA. STEEL 12" OUTSIDE DIA. STEEL PIPE WITH " WALL 58" WALL THICKNESS GALVANIZED

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2'-0" DEPTH OF GRAVEL

AutoCAD SHX Text 7 "OUTSIDE DIA. STEEL PIPE 14"OUTSIDE DIA. STEEL PIPE WITH " WALL THICKNESS 14" WALL THICKNESS SLEEVE GALVANIZED

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COMPACTED SUBGRADE

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EXPANSION JOINT MATERIAL

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CONCRETE FOOTING

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ASPHALT OR CONCRETE PAVING

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BENT 1/2" DIA. ROD (WELD TO PIPE)

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AutoCAD SHX Text 3'-6"

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AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 2 "12"

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IN CONCRETE PAVING

AutoCAD SHX Text 12" x " x 6" steel tabs 12" x 6" steel tabs welded to bollard

AutoCAD SHX Text 1-

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PIC

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PIC

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AutoCAD SHX Text 1-

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PIC

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PIC

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PIC

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PIC

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AutoCAD SHX Text 3/4

AutoCAD SHX Text 1036826

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AutoCAD SHX Text 1036826

AutoCAD SHX Text 3/4

AutoCAD SHX Text 1036826

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 6"

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CONCRETE BASE

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2.375" O.D. POST

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STREET

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STREET

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AS SHOWN

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DETAILS

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AUG 02 2018

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CX-506

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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

DNAMMOCEKIRTS

AIRFORCE GLOBAL

100% DRAWING

16-6020A

NO SCALE

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH - 84"

CHAIN-LINK SECURITY FENCE DETAIL

H-BEAM

BRACE RAIL CLAMP DETAILS

TRUSS ROD AND BAND

TENSION BAND DETAIL

FASTENING DETAILS

H-BEAM ROUND POST

LINE POST ATTACHMENTS

BRACE PANEL DETAIL

TOP OR BRACE RAIL ATTACHMENT

ROUND POST

LINE POST

EXTENSION ARM DETAILS

CORNER POST

END OR GATE POST DETAIL

NO SCALE

FA4626-19-R-A009

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STREET

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STREET

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AS SHOWN

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FENCE DETAILS

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AUG 02 2018

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CX-507

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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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FABRIC WIDTH

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 6"

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3'-4" MIN.

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16" MIN. DIA.

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CONCRETE BASE

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BRACE RAIL

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LINE POST

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LINE POST

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GRADE

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HOG RINGS (TYP.)

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10" MIN. DIA.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-6"

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6" (TYP.)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-10"

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7.5" (TYP.)

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35 DEGREES

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FABRIC

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TENSION BAR

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CARRIAGE BOLT

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FABRIC

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TOP RAIL

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PULL POST

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LINE POST

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LINE POST

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TRUSS ROD

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TRUSS ROD

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10'-0" MAX.

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10'-0" MAX.

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CORNER, END & PULL POSTS

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TUBULAR - ROUND

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TUBULAR - SQUARE

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C-SECTION (ROLL-FORMED)

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LINE POSTS

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TUBULAR - ROUND

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H-SECTION

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C-SECTION (ROLL-FORMED)

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TOP, BOTTOM & BRACE RAILS

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TUBULAR - ROUND

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TUBULAR - SQUARE

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H-SECTION

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C-SECTION (ROLL-FORMED)

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BRACE RAILS

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BRACE RAILS

AutoCAD SHX Text 1'-0"

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CONCRETE BASE

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1 1/2" (TYP.)

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3/8" PLAIN PIN RIVETED FLUSH (TYP.)

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45 DEGREES

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LOCK PIN (TYP.)

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BARBED WIRE (TYP.)

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3/8" PLAIN PIN RIVETED FLUSH (TYP.)

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9-GAGE STEEL TIE WIRES (2'-0" O.C. MAX.)

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TENSION BAND (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)

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TENSION BAR TO ENGAGE EACH FABRIC LINK

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BARBED WIRE OR TENSION WIRE

AutoCAD SHX Text 9-GAGE STEEL TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)

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TRUSS ROD (3/8" MIN. DIA.)

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TRUSS ROD (3/8" MIN. DIA.)

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TRUSS ROD (3/8" MIN. DIA.)

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CHAIN-LINK FABRIC (9 GAGE, 2" MESH)

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2.875" O.D. 2.50" SQ. 3.50" X 3.50"

AutoCAD SHX Text 2.375" O.D. 2.25" X 1.70" 2.25" X 1.70"

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NEW CORNER, END, OR PULL POST AT NEW FENCE CONNECTIONS

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TIE WIRES OR CLIPS (TYP.)

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TIE WIRES OR HOG RINGS (TYP.)

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TENSION WIRE

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BOTTOM OF FABRIC

AutoCAD SHX Text 1.66" O.D.

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1.50" SQ.

AutoCAD SHX Text 1.625" X 1.50"

AutoCAD SHX Text 1.625" X 1.25"

AutoCAD SHX Text 9-GAGE STEEL TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)

AutoCAD SHX Text NOTES: 1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA. 2. FENCE SHALL HAVE AN APRON EXTENDED OUTWARD FROM THE AREA BEING PROTECTED. 3. FIRMLY SECURE FENCE FABRIC TO TENSION WIRES WITH 9-GUAGE STEEL TIE WIRE INCORPORATING AT LEAST A 540° (1 12 TWIST) TIGHTENING LOOP. IF POSSIBLE, PLACE ALL MOUNTING HARDWARE (BOLTS, NUTS, SCREWS, ETC. ON INTERIOR OF FENCE. 4. USE 4,000 PSI CONCRETE FOR BASES.

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BARBED-WIRE APRON ON EXTENSION ARMS

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

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1 1/2" MIN 2 1/2" MAX TO TENSION WIRE

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3 LINES BARBED WIRE 2 STRAND 12 1/2 GA. BARBED.

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CAP END & CORNER POSTS

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9 GA. GALV. HOG RING @ 12" O.C. (TYP.)

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TENSION BAND

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TENSION WIRE

AutoCAD SHX Text INSTALL 3/8" GALVANIZED (EYE & EYE) TURN BUCKLE ON EACH STRAND OF BARBED WIRE ON EACH STRAIGHT RUN OF NEW FENCE

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9 GA. STRAP (TYP.)

AutoCAD SHX Text TOP RAIL IN CORNERS AND CONNECTION TO EXISTING FENCE POINTS. TENSION WIRE ELSEWHERE.

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TENSION WIRE

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ELIMINATE TOP RAIL EXCEPT FOR BRACE RAIL.

2"MAX TO FABRIC

1.00

.25

9.75

85.25

48.00

50.00

DOOR SWING SELECTION:

SECURE SIDE

PUBLIC SIDE

NOTES:

- DIMENSIONS ARE IN INCHES

DIMENSIONS SHOWN IN [ ] ARE IN MILLIMETERS.

- SEE SHEET 2 FOR PASSAGE SET / DOOR CLOSER.

- SEE SHEET 2 FOR LOCK OPTIONS AND GENERAL CONSTRUC TION DETAILS

- STAND ARD 4'

1219mm x 8'

2438mm

SHOWN

- STAND ARD FINISH

HOT DIPPED GALVANIZED ON ALL STEEL COMPONENTS

46.88

2.00

91.75

96.00

42.50

SEE DOOR SWING SELECTION

PRE-HUN G MAN GATE

STAND ARD DETAIL DR AWING

RIGHT HAND OUTSWING

RIGHT HAND INSWING

POST MOUNTING:

FENCE POST

6.0 x 4.0 x .25

WELD PLATES

FRAME

MAN GATE OUTER

NEW OR EXISITING

6 WELD PLATES

3 PER SIDE

LEFT HAND OUTSWING

LEFT HAND INSWING

51 x 51 x 3

2.0 x 2.0 x .13 HSS

DOOR FRAME

BASE PLATE:

4.0" x 12.0" x .50"

STAND ARD

10 2 x 305 x 13

12.00

2.50

4.00

10.00

.63

4.50

Desc rip tion:

Drawi n g

No. Rev. Sheet:

Finish: Date:

Customer / P roje ct Nam e:

7/7/2017

90 Low son Cresce nt

W innipe g

Manitoba

Canad a

R3P 2H8

Phone: 1-866-300-1110

Fax: 1-204-284-18 68 www.wallac eperime tersecuri t y

.com

51 x 51 x 3

2.0 x 2.0 x .13 HSS

OUTER FRAME SELECTION:

(STANDARD)

DETAIL E

1.25

[32]

O.D. FERRUL E

- HEA VY DUTY SERVICABLE HINGES

PIVOT

3/4-10 THREADED HINGE

WELDED TO DOOR FRAME

.25

[6]

HINGE FERRULE BRACKET

GREASE ZERK

HINGE BODY WELDED

TO OUTER FRAME

2 00

.50

1.00

WITH INFILL.

TOP / BOTTO M / CENTER HORIZONTAL

FABRIC TIE WIRES SPACED

12"

[305mm]

MA X

DOOR FRAME TUBES

9ga

. GALVANIZED

DOOR VERTICAL SIDE FRAMES

TENSION BARS / TENSION BANDS

SPACED

12.0"

305mm

MAX.

REFERENCE OF MAN GATE DOOR

9ga

GALVANIZED CHAINLINK FABR

DET AIL A-5 INFILL CHAINLINK OVERLA Y

DETAIL E-2 - STAND ARD FRAME DETAILS

WELDS ARE GROUND

SMOOTH PRIOR TO

ALL FRAME AND DOOR

PLATING / PAINTING

ALL GATES ARE SUPPLIED

WITH A .25"

DOOR STOP

/ STRIKE GUARD PLATE

EXCEPT GATES WITH PADLOCK

LATCH PLATE INSTALLED AT

OF DOOR.

SECURED TO OUTER FRAME

WITH 3 -1/4-20 TORX T27

SECURITY SCREWS.

2 - .63

DR AIN HOLES

ALL CORNERS ON DOOR

AND OUTER FRAMES

7.94

.125

STEEL LOCK MOUNT

SOUTHERN STEEL 1050 D LOCK

.500

ADJUSTABLE LOCK

LUG ASSEMBLY FAST ENED

TO DOOR SECURE SIDE OF

DOOR FRAME WITH 3/8-16 BOLTS

4.00

11.00

5.63

- 1050 D - ELECTROMECHANICAL LOCKDETAIL D-3

KEYED 1 SIDE ONL Y

DNAMMOCEKIRTS

AIRFORCE GLOBAL

100% DRAWING

16-6020A

FA4626-19-R-A009

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AutoCAD SHX Text 1-204-284-186

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AutoCAD SHX Text www.wallaceperimetersecurity.co

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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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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DATE

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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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STREET

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AS SHOWN

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PERSONNEL GATE DETAILS

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AUG 02 2018

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CX-508

Sheets and Views

TITLE PAGE-TITLE

GENERAL NOTES-GENERAL NOTES

GENERAL NOTES-LEGEND

C-01 UPDATE rework-SITE TOPO

C-01 UPDATE rework-SITE

C-01 UPDATE rework-CIVIL DEMO

C-01 UPDATE rework-CIVIL NEW

C-01 UPDATE rework-Electrical DEMO

C-01 UPDATE rework-ELECTRICAL NEW

D-01_UPDATE rework-SITE TOPO

D-01_UPDATE rework-SITE

D-01_UPDATE rework-ENLARGE

D-01_UPDATE rework-ELECTRICAL ENLARGE

L-01_UPDATE rework-SITE TOPO

L-01_UPDATE rework-SITE

L-01_UPDATE rework-ENLARGE

L-01_UPDATE rework-ELECTRICAL ENLARGE

N-01 UPDATE rework-SITE TOPO

N-01 UPDATE rework-SITE

N-01 UPDATE rework-ENLARGE

N-01 UPDATE rework-ELECTRICAL ENLARGE

O-01 UPDATE rework-SITE TOPO

O-01 UPDATE rework-SITE

O-01 UPDATE rework-CIVIL

O-01 UPDATE rework-ELECTRICAL ENLARGE

DETAILS 16-6020A rework-CABLE SYSTEM

DETAILS 16-6020A rework-CABLE STEEL

DETAILS 16-6020A rework-GATE 1

DETAILS 16-6020A rework-GATE 2

DETAILS 16-6020A rework-Duct bank

DETAILS 16-6020A rework-CATHODIC

DETAILS 16-6020A rework-FENCE (2)

DETAILS 16-6020A rework-PEDESTRIAN GATE

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