Attach_4,_Project_Drawings_PH2_Part_7.pdf
PDF 3 MB Posted
- Attached to
- Anti RAM II Federal contract opportunity
- Solicitation number
- FA4626-19-R-A009
About this file
The document includes project drawings and details for an anti-ram cable system and slide gate. It specifies requirements for galvanized turnbuckles, hardware, cable, posts, foundations, and crash beams. Terminal posts, line posts, clamps, and other components are detailed on the drawings. A slide gate design from Tymetal is also included, with specifications for box frames, crash beams, hanger assemblies, guides, and other gate components. Dimensions, materials, and installation details are provided for posts, foundations, and associated anchoring systems. The solicitation is for the Department of the Air Force Global Strike Command for an anti-ram cable system at Malmstrom Air Force Base.
Attachment 4: Drawings Part 7
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ALL HARDWARE
SHALL BE
GALVANIZED
1-1/4 X 18 JAW X JAW
TURNBUCKLE W/ PINS
AND COTTER PINS
" CLIP PLATE
THIMBLE EXTRA
HEAVY
GRIP
SEIZING
(SEE NOTE BELOW)
1'-9" MINIMUM
TURN BACK
3"
5"5"5"
CLOSE
SEIZING NOTE: WIND SEIZING WIRE IN A TIGHT SPIRAL
AROUND THE ROPE END TO A 1" LENGTH OF SEIZING.
TWIST THE TWO ENDS OF THE SEIZING WIRE AT THE
CENTER OF THE SEIZING LENGTH. USE ZINC COATED
STEEL WIRE.
6"
6"
TERMINAL POST
TO ALLOW FOR FUTURE
ADJUSTMENT SET CABLE SAG
AT HALF TURNBUCKLE TAKEUP
TORQUE GRIP TO MFG
RECOMMENDATION
EVENLY SPACED
MAXIMUM 50'
2'-6"
HSS16X16X3/8
TERMINAL POST
EVENLY SPACED
MAXIMUM 50'
EVENLY SPACED
MAXIMUM 50'
SEE PLANS MAX DISTANCE 400'
UNLESS STATED OTHERWISE
CX501
4" SCH 80 LINE POST
TERMINAL (ANCHOR) POST
LINE POST
CX501
CX501
TERMINAL (ANCHOR) POST
GRADE
CX501
(SIMILAR)
2'-6"
GRADE
2'-6"
GRADE
2'-6"
GRADE
SEE GENERAL
NOTES FOR
CORRECT SAG
SEE GENERAL
NOTES FOR
CORRECT SAG
SEE GENERAL
NOTES FOR
CORRECT SAG
CX502
SEE PLAN
FOR TYPE
CX502
SEE PLAN
FOR TYPE
4'
(7) #3 RINGS
SPACED 6" OC
1'-2"
1'-2"
1'-2"
1'-2"
HSS 16X16X0.375 POST GALVANIZED
COMPLETELY FILLED W/ CONCRETE
1" CONCRETE CROWN
POST 6'
CONCRETE 8'
6"
6"
6"
2'-6"
4"
(12) #5 REBAR
VERICALS
(10) #3 REBAR
RINGS 2'-4" Ø
CONCRETE Ø3'
CX501
GRADE
HSS 16X16X3/8 POST W/ 1-
" GROUT
WASH DOME
CX502
SEE PLAN
FOR TYPE
LINE POST FILLED
W/ CONCRETE
6"
3'
1'-4" (TYP)
6"
6"
6"
2'-6"
4" SCH 80 POST W/ CLIP
GALVANIZED
CONCRETE Ø1'-4"
1" CONCRETE CROWN
CX501
CX502
6"
6"
1'-5"
" 2
Ø1
Ø1
Ø1
3 8
P
L A
T E
" PLATE
" CLIP PLATE
SWAGE OPEN END
W/ PIN & COTTER PIN
TERMINAL POST GALVANIZED
FILLED W/ CONCRETE AND
CAPPED W/ 1-
" GROUT WASH
DOME
6"
6"
SWAGE OPEN END
W/ PIN & COTTER PIN
PLAN
6"
6"
LINE POST
GALVANIZED
FILLED W/
CONCRETE AND
CAPPED W/ 1"
GROUT WASH
DOME
CLIP PLATE
CABLE
DNAMMOCEKIRTS
AIRFORCE GLOBAL
100% DRAWING
16-6020A
ELEVATION
PLAN
Scale: 1/4" = 1'
ANTI-RAM CABLE SYSTEM
Scale: 1-1/2" = 1'
SWAGE END
Scale: 1/2" = 1'
TERMINAL POST
Scale: 1/2" = 1'
LINE POST
Scale: 6" = 1'
CLIP PLATE
Scale: 1-1/2" = 1'
LINE POST SUPPORT
Scale: 1-1/2" = 1'
TURNBUCKLE END
NOTE: IF SONOTUBES ARE USED THEY MUST BE REMOVED DURNING CONCRETE PLACEMENT
FA4626-19-R-A009
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ANTI-RAM CABLE SYSTEM DETAILS
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AUG 02 2018
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CX-501
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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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DESIGNED BY
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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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DATE
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OF
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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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CONCRETE
FOOTING
NOTE: STEEL PIPE FOR BOLLARDS SHALL
CONFORM TO ASTM A53, TYPE E OR S, GALVANIZED.
4'
3'
4'-4"
2' DIA (MIN)
8" DIAMETER-
SCHEDULE 80 STEEL
PIPE (FILL POST WITH
CONCRETE)
GALVANIZED
" TALL GROUT
WASH DOME
1"
CROWN
GRADE
SURFACE
CLIP
A
A
CORNER TERMINAL
POST
END TERMINAL
POST
MID TERMINAL
POST
HSS16X16X3/8
A500 GR B
90°
CLIP
A
CLIP
90°
8"
HSS16X16X3/8
A500 GR B
90°
8"
A
A
CLIP
90°
8"
CLIP
90°
8"
HSS16X16X3/8
A500 GR B
3/8
PREHEAT TO
200°F MIN.
3/8
1'-5"
8'-3
10'
3/8
PREHEAT TO
200°F MIN.
2'-6"
WRAP WELD
AROUND BOTH
ENDS
SEAM WELD IF
NECESSARY THIS
END ONLY
EXTENSION IF
NECESSARY.
MAX LENGTH
2-6".
"A" ELEVATION
PLAN VIEW
HSS 16X16X3/8
A500 GR B. HOT
DIP GALVANIZE
AFTER WELDING
8"
A
ANGLED TERMINAL
POST
CLIP
CLIP
90°
8"
HSS16X16X3/8
A500 GR B
1/2
PREHEAT TO
200°F MIN.
1/2
1'-5"
8'-3
10'
2'-6"
"B" ELEVATION
B
1'-5"
5'-3
7'
1'-6"
3/8 1-1/2" - 3"
3/8 1-1/2" - 3"
3/8
WRAP WELD AROUND BOTH ENDS
SEAM WELD IF NECESSARY THIS
END ONLY
EXTENSION IF NECESSARY.
MAX LENGTH 1'-6".
4" SCH 80 A53 PIPE HOT DIP
GALVANIZE AFTER WELDING
A
"A" ELEVATION
90°
PLAN
PROTECTED SIDE
THREAT SIDE
ELEVATION PROFILE
PLAN
PROTECTED SIDE
THREAT SIDE
3"
6"
(2)-
"Ø A325 GALV BOLT
ASSEMBLIES. STRIP
EXPOSED THREADS. (TYP @
EA BOLLARD, SPACED EVERY
3' TO 6' OC)
GALV CHANNEL, C12x20.7
NOTE: CRASH CHANNEL
GALVANIZED
NOTE: CHANNEL
SPLICES SHALL
OCCUR AT
MID-SPAN B/W
BOLLARDS
DNAMMOCEKIRTS
AIRFORCE GLOBAL
100% DRAWING
16-6020A
Scale: 1" = 1'
TERMINAL POST
Scale: 1" = 1'
LINE POST
Scale: 1" = 1'
CONCRETE FILLED BOLLARD
Scale: 1" = 1'
CHANNEL FOR BOLLARDS
FA4626-19-R-A009
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STREET
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POST DETAILS
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AUG 02 2018
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CX-502
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GLOBAL STRIKE COMMAND
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MALMSTROM AIR FORCE BASE, MONTANA
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DESIGNED BY
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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
C = OVERALL GATE LENGTH
H O
L D
D
N
O M
G
A T
E
H
E I G
H T
E
P
S
T
H
E I G
H T
B E
T W
E E
N
P O
S T
S
A = CLEAR OPENING
B = POST SPACING C-C
CATCH ASSEMBLY (SEE DETAIL #3/TCGR-12-010-2)
GATE HANGER ASSEMBLY
(SEE DETAIL #1/TCGR-12-010-2)
1" x 1" ALUM. TUBE (TYP., FRONT GATE PANEL)
8" SQ. STEEL STANCHION
WITH Z-POST
(TYP., BY TYMETAL)
CABLE
2" x 4" ALUM. TUBE (TYP.)TOP PRIMARY MEMBER
4" O.D. POST
(TYP., BY OTHERS)
P R
O P
R I E
T A
R Y
C O
N F
I D
E N
T I A
L
T h e i n f o r m a t i o n c o n t a i n e d i n t h i s d r a w i n g i s t h e s o l e p r o p e r t y o f
T
Y M
E T
A L
C O
R P
A n y r e p r o d u c t i o n p a r t o r a s w o l e w i t h o u t t h e w r i t t e n p e r m i s s i o n o f
T
Y M
E T
A L
C O
R P i s p r o h i b i t e d
P H
F X
G R E E N W I C H
N Y
W I L B U R
A V E N U E w w w t y m e t a l c o m
B o x F ra m e C a n til e ve r S lid e G a te w
K -1
C ra sh
B e a m B
G G
N J D
/1
/1
/1
/1
R
A s N o te d o f
TCG
R-12
_Gen eric_
Manu al_TC
GR-1
2-01
0_R0
TCGR
-12-01
0-1R
NOTES:
1. GATE ELEVATION IS VIEWED FROM THE OUTSIDE OF
THE SECURE AREA LOOKING IN.
FINISHED
ROAD GRADE
BOTTOM PRIMARY MEMBER
RIGHT to Open
8" SQ. STEEL STANCHION
(TYP., BY TYMETAL)
TCGR-12 CRASH BEAM
FABRIC
(AS REQUIRED)
BEAM SUPPORT BRACKET
2" x 2" ALUM. TUBE
(ENDS ONLY)
BOTTOM GUIDE ASSEMBLY
(SEE DETAIL #2/
TCGR-12-010-2)
CLEAR OPENING
OVERALL GATE LENGTH
POST SPACING C/C POST HEIGHT
NOMINAL GATE HEIGHT
E
D
B
C
A
CRITICAL DIMENSION CHART
10'-10"
35'-3"
22'-0"
8'-6"
7'-0"
NOMINAL GATE SIZE
22'w x 7'h
PRELIMINARY
BARB ARMS (TYP.)
3 LINES OF 2 STRAND 12 1
GA. BARBED WIRE
C = OVERALL GATE LENGTH
H O
L D
D
N
M
G
A T
E
H
E I G
H T
E
P
S
T
H
E I G
H T
B E
T W
E E
N
P O
S T
S
A = CLEAR OPENING
B = POST SPACING C-C
CATCH ASSEMBLY (SEE DETAIL #3/TCGR-12-010-2)
GATE HANGER ASSEMBLY
(SEE DETAIL #1/TCGR-12-010-2)
1" x 1" ALUM. TUBE (TYP., FRONT GATE PANEL)
8" SQ. STEEL STANCHION
WITH Z-POST
(TYP., BY TYMETAL)
CABLE TOP PRIMARY MEMBER
4" O.D. POST
(TYP., BY OTHERS)
P R
O P
R I E
T A
O
N F
I D
E N
T I A
L
T h e i n f o r m a t i o n c o n t a i n e d i n t h i s d r a w i n g i s t h e s o l e p r o p e r t y o f
T
Y M
E T
A L
C O
R P
A n y r e p r o d u c t i o n i n p a r t o r a s a w h o l e w i t h o u t t h e w r i t t e n p e r m i s s i o n o f
T
Y M
E T
A L
C O
R P i s p r o h i b i t e d
P H
F X
G R E E N W I C H
N Y
W I L B U R
A V E N U E w w w t y m e t a l c o m
B o x F ra m e C a n til e ve r S lid e G a te w
K -1
C ra sh
B e a m B
G G
N J D
/1
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A s N o te d o f
TCG
R-12
_Gen eric_
Manu al_TC
GR-1
2-01
0_R0
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-12-0
10-1L
NOTES:
1. GATE ELEVATION IS VIEWED FROM THE OUTSIDE OF
THE SECURE AREA LOOKING IN.
FINISHED
ROAD GRADE
BOTTOM PRIMARY MEMBER
LEFT to Open
8" SQ. STEEL STANCHION
(TYP., BY TYMETAL)
TCGR-12 CRASH BEAM
PRELIMINARY
FABRIC
(AS REQUIRED)
BEAM SUPPORT BRACKET
2" x 2" ALUM. TUBE
(ENDS ONLY)
BOTTOM GUIDE ASSEMBLY
(SEE DETAIL #2/
TCGR-12-010-2)
CLEAR OPENING
OVERALL GATE LENGTH
POST SPACING C/C POST HEIGHT
NOMINAL GATE HEIGHT
E
D
B
C
A
CRITICAL DIMENSION CHART
10'-10"
35'-3"
22'-0"
8'-6"
7'-0"
NOMINAL GATE SIZE
22'w x 7'h
IMPACT DIRECTION
TYM-HYD OPERATOR
(SEE TCGR-12-010-3)
2" X 4" ALUM. TUBE
BARB ARMS (TYP.)
3 LINES OF 2 STRAND 12 1
GA. BARBED WIRE
T
Y P
2'-8"
T
Y P
2'-9 5/8"
STANCHION
TO INSIDE
OFPOST
6'-0" TYP.
C
L
OF ROADWAY
EQUAL EQUAL
2'-8"
6'-0" TYP.A - 5'-4"
B E
T W
E E
N
P O
S T
S
B + 2"
1'-8 1/16"
1'-8"
FINISHED ROAD GRADE
ASPHALT
(4" NOMINAL)
THIS POST FLUSH WITH
EDGE OF STANCHION
8" SQ. STEEL
STANCHION
(BY TYMETAL)
4" O.D. POST
(TYP.,
BY OTHERS)
INSIDE
OUTSIDE
4" O.D. POST
(TYP., BY OTHERS)
8" SQ. STEEL
STANCHION
(BY TYMETAL)
P R
O P
R I E
T A
O
N F
I D
E N
T I A
L
T h e i n f o r m a t i o n c o n t a i n e d i n t h i s d r a w i n g i s t h e s o l e p r o p e r t y o f
T
Y M
E T
A L
C O
R P
A n y r e p r o d u c t i o n i n p a r t o r a s a w h o l e w i t h o u t t h e w r i t t e n p e r m i s s i o n o f
T
Y M
E T
A L
C O
R P i s p r o h i b i t e d
P H
F X
G R E E N W I C H
N Y
W I L B U R
A V E N U E w w w t y m e t a l c o m
B G
G
N J D
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A s N o te d o f
F o u n d a tio n
P la n
TCG
R-12
_Gen eric_
Manu al_TC
GR-1
2-01
0_R0
TCGR
-12-01
0-4R RIGHT to Open
NOTES:
1. FOUNDATIONS SHOWN ARE BASED ON AVERAGE SOIL AND SITE CONDITIONS. FOUNDATIONS MUST BE IN ACCORDANCE WITH ALL LOCAL CODES, AND SHOULD BE REVIEWED BY A LOCAL
ENGINEER.
2. PIERS REQUIRED IN AREAS WHERE FROST LINE IS BELOW FOUNDATIONS.
3.TYMETAL RECOMMENDS ALL SITE CONDITIONS AND IN SITU SOILS BE REVIEWED BY A QUALIFIED ENGINEER. MINIMUM SOIL BEARING CAPACITY OF 940 PSF AND BACKFILL COMPACTION TO A
DENSITY OF NOT LESS THAN 95% MAXIMUM DRY DENSITY ARE REQUIRED. TYMETAL WILL NOT BE RESPONSIBLE FOR FAILED GATE OPERATIONS CAUSE BY UNSTABLE SOIL CONDITIONS.
T
Y P
2'-8"
T
Y P
2'-9 5/8"
STANCHION
TO INSIDE
OFPOST
6'-0" TYP.
C
L
OF ROADWAY
EQUALEQUAL
2'-8"
6'-0" TYP. A - 5'-4"
B E
T W
E E
N
P O
S T
S
B + 2"
1'-8 1/16"
1'-8"
FINISHED ROAD GRADE
ASPHALT
(4" NOMINAL)
THIS POST FLUSH WITH
EDGE OF STANCHION
8" SQ. STEEL
STANCHION
(BY TYMETAL)
4" O.D. POST
(TYP.,
BY OTHERS)
INSIDE
OUTSIDE
4" O.D. POST
(TYP., BY OTHERS)
8" SQ. STEEL
STANCHION
(BY TYMETAL)
P R
O P
R I E
T A
O
N F
I D
E N
T I A
L
T h e i n f o r m a t i o n c o n t a i n e d i s d r a w i n g i s t h e s o l e p r o p e r t y o f
T
Y M
E T
A L
C O
R P
A n y r e p r o d u c t i o n r t o r a o l e w i t h o u t t h e w r i t t e n p e r m i s s i o n o f
T
Y M
E T
A L
C O
R P i s p r o h i b i t e d
P H
F X
G R E E N W I C H
N Y
W I L B U R
A V E N U E w w w t y m e t a l c o m
B G
G
N J D
/1
/1
/1
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A s N o te d o f
F o u n d a tio n
P la n
TCG
R-12
_Gen eric_
Manu al_TC
GR-1
2-01
0_R0
TCGR
-12-0
10-4L
NOTES:
1. FOUNDATIONS SHOWN ARE BASED ON AVERAGE SOIL AND SITE CONDITIONS. FOUNDATIONS MUST BE IN ACCORDANCE WITH ALL LOCAL CODES, AND SHOULD BE REVIEWED BY A LOCAL
ENGINEER.
2. PIERS REQUIRED IN AREAS WHERE FROST LINE IS BELOW FOUNDATIONS.
3.TYMETAL RECOMMENDS ALL SITE CONDITIONS AND IN SITU SOILS BE REVIEWED BY A QUALIFIED ENGINEER. MINIMUM SOIL BEARING CAPACITY OF 940 PSF AND BACKFILL COMPACTION TO A
DENSITY OF NOT LESS THAN 95% MAXIMUM DRY DENSITY ARE REQUIRED. TYMETAL WILL NOT BE RESPONSIBLE FOR FAILED GATE OPERATIONS CAUSE BY UNSTABLE SOIL CONDITIONS.
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DNAMMOCEKIRTS
AIRFORCE GLOBAL
100% DRAWING
16-6020A
FA4626-19-R-A009
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MALMSTROM AIR FORCE BASE, MONTANA
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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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STREET
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AS SHOWN
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AUG 02 2018
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CX-503
2'-7"
1'-8"
GUIDE WHEEL WITH
UL COVER
LOCK NUT
STANDARD
NUT
SUPER 8 TRUCK
HANGER POST
5/8" BOLT
HEAVY DUTY
HANGER BRACKET
BOTTOM GUIDE
BRACKET
U-BOLT
HANGER POST
CATCHER
GATE FRAME
CATCH POST
U-BOLT
COMPANION
NOTE:
FITTINGS PROVIDED
FOR 4" O.D. POSTS
AND TYMETAL
STANCHIONS.
OTHER SIZES
AVAILABLE UPON
REQUEST.
STANDARD TRACK (TYP.)
TOP PRIMARY MEMBER (TYP.)
2" x 2" ALUM. TUBE
@ ENDS (TYP.)
BOTTOM PRIMARY MEMBER (TYP.)
K12 CRASH BEAM
STEEL STANCHION
2" x 4" ALUM. TUBE
(TYP., INTERMEDIATES)
6" STEEL TUBE
(STANCHION)
BOTTOM GUIDE
GUIDE WHEEL WITH
UL COVER
6" SQUARE
U-BOLT (TYP.)
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TYM-HYD OPERATOR
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TCG
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GR-1
2-01 0_R0
TCG
R-12
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MOTOR BOX
FACE OF GATE FRAME
TCGR-12-010-3
OPERATOR PLAN
TCGR-12-010-3
2 OPERATOR FRONT ELEVATION
TCGR-12-010-3
3 OPERATOR SIDE ELEVATION
FACE OF GATE FRAME
MOTOR BOX
DRIVE RAIL
MOTOR BOX
INCOMING POWER
OPERATOR PAD
OPERATOR PAD
2'-2"
2"2"
2 1/2"
2'-6"
8"
2"
2"
8"2"
1'-2 1/2"
DRIVE RAIL SPACER
6'-0"
C
L
C
L
4'-0"
H
L
D
3" COVER
TYP
ALL SIDES
13 1/4"
6" STEEL TUBE
(STANCHION)
BOTTOM GUIDE
GUIDE WHEEL WITH
UL COVER
6" SQUARE
U-BOLT (TYP.)
4'-0"
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TCG
R-12
-010-
FINISHED ROAD GRADE
ASPHALT
(4" NOMINAL)
STANCHION
LEVELING BOLTS
3 PLACES
#4 REBAR 5 MATS
HORIZONTAL (EVENLY
SPACED)
TIED TOGETHER VERTICALLY
CONCRETE NOT SHOWN FOR CLARITY
3000 PSI MIN CONCRETE
STANCHION
BASE PLATE
LEVELING DETAIL4
TCGR-12-010-5
LEVELING SCREW
WEDGE
ANCHOR
SUB PAD
N
O M
C
L E
A R
A N
C E
F O
R
L
E V
E L
I N
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STANCHION PLAN VIEW1
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STANCHION FRONT VIEW2
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STANCHION RIGHT VIEW3
TCGR-12-010-5
DNAMMOCEKIRTS
AIRFORCE GLOBAL
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16-6020A
GENERAL NOTES:
1. 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) .
2. OPERATOR PAD SHALL BE REINFORCED WITH 10 GA
WIRE MESH AND HAVE 12 INCHES OF
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).
FA4626-19-R-A009
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MALMSTROM AIR FORCE BASE, MONTANA
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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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STREET
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AS SHOWN
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GATE DETAILS
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AUG 02 2018
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CX-504
File details come from the government source that posted it. Updated .