1614696dwg08of22_CIVIL-ATFP.pdf
PDF 12 MB Posted
- Attached to
- P-095 Pier 3 Recap Naval Station Norfolk, VA
- Solicitation number
- N4008521R0219
About this file
This document provides details on a federal solicitation for pier recapitalization services at Naval Station Norfolk, Virginia. The solicitation number is N4008521R0219 and was issued by the Department of the Navy Naval Facilities Engineering Command for Pier 3 recapitalization work. Offerors are instructed to review the solicitation and all accompanying attachments for full requirements. The opportunity type is listed as a solicitation, suggesting the government will award a contract for pier repair or replacement services at the specified Navy facility. No other salient details are provided in this high-level overview of the solicitation and accompanying file.
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X X X X
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24" YELLOW
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X X X X
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1. SEE SHEETS C-001 TO C-003 FOR NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE SHEETS CS100-CS113 FOR SITE PLAN.
3. SEE ELECTRICAL SHEETS FOR ELECTRICAL SITE PLAN.
4. SEE SHEETS G-121 THRU G-129 FOR PHASING
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DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
SEE SHEET CX405
SEE SHEET CX402
SEE SHEET CX403 SEE SHEET CX404
SEE SHEET CX406
SEE SHEET CX401 SEE SHEET CX405
X X X X
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X X
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GUARD
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FFE=8.75'
AVB-3
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END
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45°
12" WHITE
2' OC
X X X X
X
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X
X
X
X
X
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BEGIN
EN
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12829087
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WORK NOTES
KEY PLAN
A1 ENLARGED ATFP PLAN - AREA 401
SCALE: 1"=10'
NORTH
PLAN
10' 20'0
1. GUARD BOOTH SEE ARCHITECTURAL
2. M50-P1 RATED ACTIVE VEHICLE BARRIER
3. M50-P1 RATED SHALLOW BOLLARD SYSTEM
4. MOTORIZED SLIDING GATE
5. HIGH SECURITY FENCE OVERHANG PANEL
7. M50-P1 RATED HIGH SECURITY FENCE
22. CHAIN LINK FENCE
23. ACTIVE VEHICLE BARRIER HOUSING AND HOUSEKEEPING
PAD AS RECOMMENDED BY MANUFACTURER
24. STOP SIGN R1-1
26. ACTIVE VEHICLE BARRIER(AVB) TRAFFIC SIGNAL DEVICE
29. CHAIN LINK PERSONNEL GATE
30. 24" WHITE STOP LINE
1. SEE SHEETS C-001 TO C-003 FOR NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE SHEETS CS100-CS113 FOR SITE PLAN.
3. SEE ELECTRICAL SHEETS FOR ELECTRICAL SITE PLAN.
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DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AREA 403AREA 404
AREA 402
AREA 401
AREA 405
AREA 406
AREA 407
A1
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X X
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X X
X X
X X
X X
X X
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END
X X
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X X
X X
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X X
X X
X X
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E
EN
LA
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A
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P
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AN
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BWT BWT MLC
AS NOTED
12829088
CX402
GENERAL NOTES
WORK NOTES
KEY PLAN
A1 ENLARGED ATFP PLAN - AREA 402
SCALE: 1"=10'
NORTH
PLAN
2. M50-P1 RATED ACTIVE VEHICLE BARRIER
3. M50-P1 RATED SHALLOW BOLLARD SYSTEM
4. MOTORIZED SLIDING GATE
5. HIGH SECURITY FENCE OVERHANG PANEL
7. M50-P1 RATED HIGH SECURITY FENCE
10. PEDESTRIAN TURNSTILE GATE
22. CHAIN LINK FENCE
23. ACTIVE VEHICLE BARRIER HOUSING AND HOUSEKEEPING
PAD AS RECOMMENDED BY MANUFACTURER
24. STOP SIGN R1-1
25. W3-3B ADVANCED WARNING SIGN
26. ACTIVE VEHICLE BARRIER(AVB) TRAFFIC SIGNAL DEVICE
30. 24" WHITE STOP LINE
10' 20'0
1. SEE SHEETS C-001 TO C-003 FOR NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE SHEETS CS100-CS113 FOR SITE PLAN.
3. SEE ELECTRICAL SHEETS FOR ELECTRICAL SITE PLAN.
4. SEE SHEETS G-121 THRU G-129 FOR PHASING
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
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FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AREA 403AREA 404
AREA 402
AREA 401
AREA 405
AREA 406
AREA 407
A1
CX501
B1
CX503
A1
CX502
A4
CX501
MATCH LINE - SEE SHEET CX403
C1
CX505
C3
CX505
A3
CX508
A1
CX508
B3
CX501
A1
CX505
D4
XXXXXXX
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
XXXXXXX
XXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
XXXXXXX
AVB-1
MG-1
SEE GENERAL NOTE 5
24" YELLOW
(TYP)24" YELLOW
(TYP)
45°8' OC
8' OC
45°
XXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
XXXXXXX
13 2
END
BEGIN
B3
CX501
EN
LA
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A
TF
P
PL
AN
AR
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BWT BWT MLC
AS NOTED
12829089
CX403
GENERAL NOTES
WORK NOTES
MA
TC
H
LIN
E
- S
EE
S
HE
ET
C X4
A1 ENLARGED ATFP PLAN - AREA 403
SCALE: 1"=10'
NORTH
PLAN
10' 20'0
1. SEE SHEETS C-001 TO C-003 FOR NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE SHEETS CS100-CS113 FOR SITE PLAN.
3. SEE ELECTRICAL SHEETS FOR ELECTRICAL SITE PLAN.
4. SEE SHEETS G-121 THRU G-129 FOR PHASING.
5. ALLOW NO MORE THAN A 2" GAP BETWEEN GATES IN THE CLOSED
POSITION.
MATCH LINE - SEE SHEET CX402
2. M50-P1 RATED ACTIVE VEHICLE BARRIER
4. MOTORIZED SLIDING GATE
7. M50-P1 RATED HIGH SECURITY FENCE
12. M50-P1 RATED SITE BOLLARDS
13. M30-P1 RATED DROP ARM VEHICULAR GATE
15. M30-P2 ANTI-RAM SYSTEM
16. GATEHOUSE. SEE ARCHITECTURAL
17. CANOPY COLUMNS. SEE ARCHITECTURAL
18. AVOID/ PROTECT EXISTING UTILITY CROSSING
19. CONCRETE BULLNOSE. SEE STRUCTURAL
20. FIXED FIGHTING POSITION WALL
23. ACTIVE VEHICLE BARRIER HOUSING
24. STOP SIGN R1-1
25. W3-3B ADVANCED WARNING SIGN
26. ACTIVE VEHICLE BARRIER(AVB) TRAFFIC SIGNAL DEVICE
27. RIGHT TURN ONLY SIGN R3-5R
28. TRUCKS USE RIGHT LANE SIGN R4-5
30. 24" WHITE STOP LINE
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C R
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D A
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A
P P
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
R
E P
LA
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1614696
WMS/IAS
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GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
KEY PLAN
AREA 403AREA 404
AREA 402
AREA 401
AREA 405
AREA 406
AREA 407
C2
CX504
A1
CX502
A1
CX505
C3
CX505
A1
CX508
A4
CX505
A1
CX506
A3
CX508 C1
CX501A3
CX504 D4
CX501
A1
CX504
GATEHOUSE
FFE=8.5'
24" YELLOW
(TYP)
45°
8' OC
112'
193'
12 17
EN
LA
RG
ED
A
TF
P
PL
AN
AR
EA
BWT BWT MLC
AS NOTED
12829090
CX404
GENERAL NOTES
WORK NOTES
KEY PLAN
A1 ENLARGED ATFP PLAN - AREA 404
SCALE: 1"=10'
NORTH
PLAN
10' 20'0
11. M30-P1 RATED SITE BOLLARDS
12. M50-P1 RATED SITE BOLLARDS
13. M30-P1 RATED DROP ARM VEHICULAR GATE
14. M30-P2 ANTI-RAM SYSTEM
15. GATEHOUSE. SEE ARCHITECTURAL
17. CANOPY COLUMNS. SEE ARCHITECTURAL
18. AVOID/ PROTECT EXISTING UTILITY CROSSING
19. CONCRETE BULLNOSE. SEE STRUCTURAL
24. STOP SIGN R1-1
25. W3-3B ADVANCED WARNING SIGN
30. 24" WHITE STOP LINE
1. SEE SHEETS C-001 TO C-003 FOR NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE SHEETS CS100-CS113 FOR SITE PLAN.
3. SEE ELECTRICAL SHEETS FOR ELECTRICAL SITE PLAN.
4. SEE SHEETS G-121 THRU G-129 FOR PHASING
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SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
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C R
IP
TI
O N
D A
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P P
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
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CHIEF ENG/ARCH
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GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AREA 403AREA 404
AREA 402
AREA 401
AREA 405
AREA 406
AREA 407
C2
CX504
MA
TC
H
LIN
E
- S
EE
S
HE
ET
C X4
A1
CX506
A4
CX505
B3
CX501
A4
CX507
A1
CX508
8' O C
24" YELLOW
45°
27 EN
LA
R G
ED
A
TF
P
PL
AN
AR
EA
BWT BWT MLC
AS NOTED
12829091
CX405
GENERAL NOTES
WORK NOTES
KEY PLAN
13. M50-P1 RATED DROP ARM VEHICULAR GATE
15. REINFORCED 8" CURB
27. RIGHT TURN ONLY SIGN R3-5R
1. SEE SHEETS C-001 TO C-003 FOR NOTES, LEGEND, AND ABBREVIATIONS.
2. SEE SHEETS CS100-CS113 FOR SITE PLAN.
3. SEE ELECTRICAL SHEETS FOR ELECTRICAL SITE PLAN.
4. SEE SHEETS G-121 THRU G-129 FOR PHASING
FI
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CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
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D A
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A
P P
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
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E P
LA
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U B
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1614696
WMS/IAS
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CHIEF ENG/ARCH
FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AREA 403AREA 404
AREA 402
AREA 401
AREA 405
AREA 406
AREA 407
C2
CX504
MA
TC
H
LIN
E
- S
EE
S
HE
ET
C X4
A1
NORTH
PLAN
10' 20'0SCALE: 1"=10'
ENLARGED ATFP PLAN - AREA 405 A2
NORTH
PLAN
10' 20'0SCALE: 1"=10'
ENLARGED ATFP PLAN - AREA 407
A1
CX507 C1
'31
R9
2'NORTHING: 3509019.1626
EASTING: 12117420.5174
NORTHING: 3509033.0007
EASTING: 12117538.2498
NORTHING: 3509052.7797
EASTING: 12117534.6173NORTHING: 3509042.1637
EASTING: 12117448.3709
NORTHING: 3509072.2286
EASTING: 12117448.0549
NORTHING: 3509036.8587
EASTING: 12117384.6447
R7 2'
EN
LA
R G
ED
A
TF
P
PL
AN
AR
EA
BWT BWT MLC
AS NOTED
12829092
CX406
GENERAL NOTES
WORK NOTES
KEY PLAN
A1 ENLARGED ATFP PLAN - AREA 406
SCALE: 1"=10'
NORTH
PLAN
21. CONCRETE JERSEY BARRIER
(TYP 9)
31. 4" LANE STRIPING
10' 20'0
1. SEE SHEETS C-001 TO C-003 FOR
NOTES, LEGEND, AND
ABBREVIATIONS.
2. SEE SHEETS CS100-CS113 FOR SITE
PLAN.
3. SEE ELECTRICAL SHEETS FOR
ELECTRICAL SITE PLAN.
4. SEE SHEETS G-121 THRU G-129 FOR
PHASING
FI
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1 2 3 4 5
A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
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C R
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TI
O N
D A
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A
P P
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
R
E P
LA
C
E S
U B
M A
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IN
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CHIEF ENG/ARCH
FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AREA 403AREA 404
AREA 402
AREA 401
AREA 405
AREA 406
AREA 407
A3
CX505
1 1/2"
25 1/2"
PLAN
ANCHOR BOLTS PER
MANUFACTURER
CONCRETE SLAB PER
MANUFACTURER'S
RECOMMENDATIONS
TOP CHANNEL ASSEMBLY
ROTOR ARM
ASSEMBLY
UPPER FLANGE ASSEMBLY
TURNSTILE NOTES:
1. PROVIDE DOUBLE, MAXIMUM SECURITY TURNSTILE WITH THE FOLLOWING MANUFACTURER INSTALLED
FEATURES:
A. GALVANIZED STEEL FINISH FOR OUTDOORS
B. CONFIGURATION FOR EGRESS MOVEMENT ONLY
C. ADJUSTABLE TIMED DELAY AUTO RE-LOCKING
D. SELF-CENTERING MECHANISM
E. OUT OF SERVICE LOCK BRACKETS
F. HEEL GUARDS AND ARM GUARDS
2. BRACE BARRIER POST AT TOP TO ADJACENT VERTICAL SURFACE.ALLOW 5" CLEARANCE ABOVE TOP OF
TURNSTILE TO REMOVE LIFT-OFF TYPE TOP COVER.
3. PROVIDE ELECTRICAL POWER AND COMMUNICATIONS CONNECTION PER SPECIFICATIONS.
4. FINISH TURNSTILE TO MATCH ADJACENT FENCEWORK.
5. SET CONCRETE MOUNTING SLAB LEVEL WITHIN 1/4".
ELEVATION
CONCRETE SLAB PER
MANUFACTURER'S
RECOMMENDATIONS
MULTIPLES OF
10'-0" MAXIMUM
END BAY 10'-0" (MAXIMUM)
BARBED WIRE
BOTTOM RAIL
LINE
POST
TOP RAIL
BRACE
TRUSS
RODS
CHAIN
LINK
FABRIC
FINISH
GRADE
ANGLE OR
CORNER POST
CONCRETE
FOOTING (TYP)
4,000 PSI MIN
ANGLED SUPPORT ARMS
BOTH DIRECTIONS
FENCE NOTES:
1. FABRIC WILL BE 9 GAUGE WIRE WOVEN IN 2" MESH.
2. CONSTRUCT WIRE TIES, RAILS, POSTS, AND BRACES ON THE SECURE SIDE OF THE
FENCE ALIGNMENT. PLACE CHAIN-LINK FABRIC ON THE OPPOSITE SIDE OF THE SECURE
AREA.
3. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES MAY BE USED FOR FASTENING FENCE
FABRIC TO FENCE POSTS AND RAILS. USE 16-GAGE, STAINLESS STEEL TIE WIRES FOR
FASTENING FENCE FABRIC TO TENSION WIRES.
4. PROVIDE FINAL GATE LAYOUT, DIMENSIONS, PARTS AND ASSEMBLY IN ACCORDANCE
WITH MANUFACTURER SPECIFICATIONS.
SIGN NOTE:
1. POST REFLECTIVE SIGNS AT
INTERVALS NO GREATER THAN 100
FEET ALONG THE ENTIRE PERIMETER
OF THE RESTRICTED AREA WHERE
BOUNDARIES MAKE ABRUPT
CHANGES IN DIRECTION.
GATE
FRAME
GATE POST
ANGLED SUPPORT ARMS
BOTH DIRECTIONS
BARBED WIRE
BOTH DIRECTIONS
TOP RAIL
BRACE
CHAIN
LINK FABRIC
BRACE
(MIN.)
CONCRETE
FOOTING (TYP)
4,000 PSI MIN
TRUSS ROD
3'- 6"
(T
YP
3'- 0"
(T
YP
6"
(T
YP
12"(MIN)
(TYP)
7'- 0"
4'-0"
7'- 0"
2"
3'- 0"
6"12"
STOP
(M
IN)
6'± TO EDGE
3"6" 3"
5'- 0"
3' -6
10" MIN
TYPICAL STOP SIGN
TYPE R1-1
30" X 30"
GRADE
OF PAVEMENT
6"
SIGN POST
SEE DETAIL
THIS SHEET
SIGN NOTE:
1. SEE STOP SIGN R1-1 DETAIL
A4 ON THIS SHEET FOR SIGN
POST DIMENSIONS.
C1 RIGHT TURN ONLY SIGN R3-5R
SCALE: NTS
A1 CHAIN LINK FENCE
SCALE: NTS
A2 CHAIN LINK PERSONNEL GATE
SCALE: NTS A4 PEDESTRIAN TURNSTILE GATE
SCALE: NTS
D3 RESTRICTED AREA SIGNAGE
SCALE: NTS
B3 STOP SIGN R1-1
SCALE: NTS
D4 24" WHITE STOP LINE
SCALE: NTS
NOTE:
1. STOP LINE SHALL CONSIST OF SOLID WHITE LINE EXTENDING ACROSS LANE
144"
AT
FP
D
ET
AI
LS
BWT BWT MLC
AS NOTED
12829093
CX501
FI
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P0
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b dr ey es
A
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1 2 3 4 5
1 2 3 4 5
A
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EN
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O F
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N
AV
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AV
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UNCLASSIFIED
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
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C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
R
E P
LA
C
E S
U B
M A
R
IN
E P
IE
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N
A V
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N A
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TA
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N O
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CHIEF ENG/ARCH
FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
NO SCALE
PLAN
NO SCALE
ELEVATION
GATE
GUARD POST
GATE POST SPACING
10'-0" MAXIMUM
16" MIN.
DIA.
3'- 6"
M
IN
6" 6"
3'- 6"
CONCRETE BASE
BOTTOM RAIL OR
TENSION WIRE
LINE POST
TIE WIRES
(TYP.)
TOP RAIL OR
TENSION WIRE
TRUSS ROD
(3/8" MIN. DIA.)
BRACE RAIL
4" DIA. GATE
POST (1 OF 3)
#52 ROLL CHAIN
4" DIA. POST
GATE
OPERATOR
4" DIA. POST
5" MAX. CLEAR
TRUSS RODS
WELDED AT
UPPER CORNERS
STRETCHER
BAR & BANDS
3/8" DIA.
TRUSS ROD
BACK FRAME GATE FRAME
SECURE SIDE
UNSECURE SIDE
4" O.D. POST
4" O.D. POST
GATE FRAME
GUIDE ROLLER
ASSEMBLY
GATE FRAME
TRUCK ROLLER
ASSEMBLY
GATE
MALLEABLE
IRON ROLLERS
MALLEABLE
IRON ROLLERS
4" O.D. POST 4" O.D. POST
GATE
NO SCALE
LOWER GUIDE ROLLER ASSEMBLY
NO SCALE
UPPER TRUCK ROLLER ASSEMBLY
LOWER GUIDE
ROLLER ASSEMBLY
UPPER TRUCK
ROLLER ASSEMBLY
3 STRANDS OF
BARBED WIRE
NO SCALE
PIPE GUARD DETAIL
1'-6"
6" 4'-
0" 4'-
0"
CONCRETE
SLOPE TOP OF
FOOTING AWAY
FROM PIPE AS
SHOWN
ROUND TOP
FILL PIPE WITH
CONCRETE
6" DIA. STANDARD
WEIGHT STEEL PIPE
PAINTED SAFETY
YELLOW
OUTIGGER WITH 3
STRANDS OF BARBED
WIRE
X X
XX
X X
X X X X X X X
XXXXXXX
X X X X X X X
X X X X X X X
XXXXXXX
X X X X X X X
X X X X
XXXX
X X X X
X X
XX
X X X X X X X X X
XXXXXXX
X X X X X X X X X X X X
XXXXX
X X X X X
X X
XX
X X X X X X X X
XXXXXX
X X X X X X X X X X
XXXX
X X X X
X X
XX
X X X X X
XXX
X X X
X X
XX
X X
XXX XXX XXX XXX XXX XX
X
XX
X
XX
X
XX
X XXX X
X X X
X X X X
XX
X X
X X X X X
XXXXX
X X X X X
3-STRANDS OF
BARBED-WIRE
3 STRANDS OF
BARBED WIRE
XX
X X
XX
XX
X X
XX
X X
XX
X X X X X
XXX
X X XX
X X X X X
XXX
X X X
3-STRANDS OF
BARBED-WIRE
X X X X XX X X XX
X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X
GATE OPERATOR
NOTES:
WARNING
SIGN
ELECTRO-
MECHANICAL
LOCKING
CATCH
EXTERNAL ROLLERS INTERNAL ROLLERS
GATE OPENING
GATE OPENING, WIDTH AS INDICATED ON PLANS
FE
NC
E
HE
IG
HT
SECTION
A1 MOTORIZED SLIDING GATE
SCALE: NTS
A1
CX502
A1
CX502
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\S he et s\
P0
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C X5
P
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: T hu rs da y, M ar ch
1,
- 3 :1
0p m
U
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R:
b dr ey es
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
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D
D
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TM
EN
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O F
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N
AV
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AV
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F
AC
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M S
C O
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AN
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UNCLASSIFIED
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
R
E P
LA
C
E S
U B
M A
R
IN
E P
IE
R
N
A V
A L
S
TA
TI
O
N N
O R
FO
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N O
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FO
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, V
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1614696
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S C
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AN
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C C
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N A
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TA
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N O
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FO
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N O
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CHIEF ENG/ARCH
FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AT
FP
D
ET
AI
LS
BWT BWT MLC
AS NOTED
12829094
CX502
TOP VIEW
THE SECURE FENCE DETAILS ILLUSTRATE GENERAL LAYOUTS FOR EACH TYPE
OF FENCE OR GATE. THESE ILLUSTRATIONS ARE NOT INTENDED TO DEPICT
THE IMPORTANCE OR SIZE OF EACH ELEMENT. SIZES OR DIMENSIONS
INDICATED ARE THE MINIMUM REQUIREMENT SET IN UFC 4-022-03 SECURITY
FENCES AND GATES THAT MUST BE MODIFIED TO MEET THE SECURITY
REQUIREMENT IN THE EXISTING ENVIRONMENTAL CONDITIONS. PROVIDE
REQUIRED CALCULATIONS PER SPECIFICATION SECTION 32 31 13.53.
MANUFACTURER TO PROVIDE FINAL DESIGN FOR M50 RATED SHALLOW
FOUNDATION BOLLARD SYSTEM.
REINFORCING NOTES:
1. REINFORCING CABLES ARE TO BE U.S. DOMESTIC 1" Ø 6x19 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, & HAVE A
MINIMUM BREAKING STRENGTH OF 40,000 POUNDS (20 TONS).
2. CABLES MUST BE CONTINUOUS FROM DEADMAN TO DEADMAN. NO
SPLICES IN CABLE IS ALLOWED. INSTALL CABLE BARRIER BETWEEN
FENCE POST AND FENCE FABRIC AS PER PLANS. INSTALL U-BOLTS
PERPENDICULAR TO THE LAY OF THE STRANDS OF THE WIRE ROPE AND
TIGHTEN AFTER SAG IN CABLE BARRIER HAS BEEN REMOVED. UNLESS
INDICATED OTHERWISE, SPACE CONCRETE DEADMAN AT MAXIMUM 200'
INTERVALS & TURNING POINTS (EXTERNAL CORNERS).
3. TERMINATE WIRE ROPE ENDS AROUND TURNBUCKLES, GATE POSTS OR
EXTRA HEAVY-DUTY WIRE ROPE THIMBLES (AT GATES). THESE
TERMINATIONS REQUIRE 18" MINIMUM OF ROPE FOR TURN BACK AND A
MINIMUM OF (4)- CLIPS EACH (EQUAL SPACING).
4. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS.
5. INSTALL DEADMEN ON THE SECURED SIDE (INTERIOR) OF THE FENCE;
WHILE CABLES SHALL BE INSTALLED ON THE EXTERIOR SIDE OF POST.
6. PROVIDE NECESSARY SLACK IN CABLES (GATES ONLY) TO ALLOW FOR
FULL FUNCTIONALITY OF GATE.
7. OFFSET DEADMAN SYSTEMS FROM FENCELINE (PLAN VIEW) TO AVOID
CONFLICT WITH EXISTING FENCE POSTS.
8. ALLOW EPOXY ANCHOR BOLTS (MIN 2 DAYS) & CONCRETE DEADMEN (MIN
7 DAYS) TO CURE, PRIOR TO APPLYING LOADS (INSTALLING
TURNBUCKLES & STRAIGHTENING CABLES).
9. WELD IN ACCORDANCE WITH AWS D1.1. ALL WELD MATERIAL MUST BE
E70XX ELECTRODES.
10. CONFORM STRUCTURAL STEEL TO ASTM A36 AND HAVE A MINIMUM YIELD
STRESS OF 36,000 PSI.
11. TURNBUCKLES MUST BE 1 1/4"x18", TYPE I, GALVANIZED IN ACCORDANCE
WITH ASTM F1145.
12. WIRE ROPE CLAMPS MUST BE TYPE I, GALVANIZED, AND CONFORM TO FS
FF-C-450.
13. CONFORM ALL THREADED RODS, U-BOLTS, AND BOLTS TO ASTM A307
AND SHALL BE INSTALLED WITH F844 WASHERS AND A563 NUTS.
GALVANIZE ENTIRE BOLT ASSEMBLY IN ACCORDANCE WITH ASTM A153.
14. 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.
15. ALL CONCRETE WORK MUST BE IN ACCORDANCE WITH THE LATEST
EDITION OF ACI 318. CONCRETE MUST HAVE A MINIMUM 28-DAY
COMPRESSIVE STRENGTH OF 4000 PSI. THE MINIMUM CONCRETE COVER
MUST BE 3", UNLESS OTHERWISE NOTED.
16. DESIGN CRITERIA:
UFC 4-022-03 "SECURITY ENGINEERING: FENCES, GATES AND GUARD
FACILITIES"
UFC 4-022-02 "SELECTION AND APPLICATION OF VEHICLE BARRIERS"
17. AT CABLE REINFORCING GATES, PROVIDE TWIST-OFF METAL TIES TO
SECURE CABLE TO GATE FABRIC @ 24" OC & U-BOLTS TO SECURE TO
GATE UPRIGHTS. MODIFY AS NEEDED TO FACILITATE OPERATION OF
GATE.
x x xx x x x x x x x xx x x x x x xx x x x x x x x x
SEAWALL
7'- 0"
M
IN
4'-0" MIN
SEE NOTE 1
10' MAX
PROVIDE DOUBLE
EXTENSION BARBED
WIRE EXTENDING ONE
POST BEYOND SEAWALL
OVERHANG PANEL
SEAWALL OVERHANG PANEL
REQUIRED AT SEA WALL
TIE WIRES (TYP) ALONG
TOP RAILS AND POSTS
BRACE
GENERAL FENCING NOTES:
NOTES:
1. PROVIDE M50 RATED SHALLOW BOLLARD SYSTEM OR EQUIVALENT SYSTEM. PROVIDE M50 BOLLARD SYSTEM MINIMUM 10' BEYOND FENCE.
2. WHERE FOUNDATION SPACE IS NOT AVAILABLE, PROVIDE SURFACE MOUNTED POSTS AND ACCOMPANIED CALCULATIONS FOR ANCHORAGE.
B1 HIGH SECURITY FENCE OVERHANG PANEL
SCALE: NTS
SEE NOTE 2
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UNCLASSIFIED
UN
CL
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FI
ED
UNCLASSIFIED
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
R
E P
LA
C
E S
U B
M A
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IN
E P
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A V
A L
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FO
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N O
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FO
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, V
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IN
IA
1614696
WMS/IAS
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DSN
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AV
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S
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IN
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S
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M
S C
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M
AN
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AN
TI
C C
I C O
R E
H
A M
P
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N A
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TA
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CHIEF ENG/ARCH
FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AT
FP
D
ET
AI
LS
BWT BWT MLC
AS NOTED
12829095
CX503
24' CLEAR OPENING
CONCRETE
FOUNDATION
SEE NOTES 1-5
STANCHION
CARBON STEEL BARRIER ARM WITH
1" HIGH STRENGTH CABLE AND
12" REFLECTIVE RED/WHITE STRIPING WITH MIN
1152 SQUARE INCHES OF SURFACE AREA
3'- 0"
M
IN
4'- 4"
M
AX
ELECTRONIC CONTROLS
AND HYDRAULIC DRIVE
20' ASPHALT ROAD
4'- 0"
4-#6 BARS VERTICAL
#3 BAR TIES
4'-0"
SEE NOTE 4
CONCRETE FOUNDATION NOTES:
1. PROVIDE A BARRIER FROM THE DOD ANTI-RAM VEHICLE BARRIER LIST.
2. REINFORCING SHOWN IS NOMINAL. PROVIDE CONCRETE FOUNDATION REINFORCING IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS.
3. PROVIDE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. PROVIDE
CEMENT CONFORMING TO ASTM C150.
4. THE MINIMUM COVER OF CONCRETE OVER REINFORCING STEEL IS 3 INCHES.
5. POUR CONCRETE FOUNDATIONS ON UNDISTURBED SOIL UTILIZING THE EARTH AS THE FORM FOR THE
BOTTOM AND SIDES. REMOVE STANDING WATER IN THE EXCAVATION PRIOR TO POURING THE
FOUNDATION.
6. THE FOUNDATION DIMENSIONS SHOWN ARE CONSIDERED MINIMUM. PROVIDE FOUNDATION
DIMENSIONS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PROVIDE DIAMETER OF
CONCRETE FOUNDATIONS FOR GATE OPERATOR AND CARD READER SUCH THAT A MINIMUM CLEAR
COVER OF 6 INCHES IS PROVIDED FROM EXPANSION ANCHORS.
BASE
PLATE
BASE
PLATE
STANCHION
1' - 0" 3' - 0" 3"
1' - 0" 3"
(TYP)
2 1/2"
5'-0" 1' - 0" 2' - 0"
7' - 6"
3" 1' - 6"
2' - 0" 3"
4' - 0"
3" 6' - 0"
3"
(TYP)
2 1/2"
3" 1' - 6"
3"
3/4" CHAMFER (TYP)
#5@12" OC
#5@12" OC
2" COVER MINIMUM
UNO (TYP)
1/2" EXPANSION JOINT (TYP)
#4@12" OC EA FACE
COMPACTED
SUBGRADE/ FILL (TYP)
6" THICK CRUSHED VDOT 57
STONE (TYP)
2' - 6" 3' - 0"
15' - 0"
4' - 0" 3' - 0" 2' - 6"
(TYP)
1' - 0"
A1
CX504
10' - 0"
20' - 6"
2' - 6" 10' - 0"
2' - 6" 3' - 0"
2' - 6"
ENLARGED SITE PLAN - FIXED FIGHTING POSITION
NOTE: CONTRACTOR TO PROVIDE WALL MOUNTED
TIE-DOWN ANCHORS INTENDED FOR A TENT.
CONC WALL (TYP)
FOOTING (TYP)
CONTRACTOR'S OPTION TO FILL WITH
CONCRETE AS SHOWN ON DETAIL
3" CHAMFER (TYP)
A3 TRUCKS USE RIGHT LANE SIGN R4-5
SCALE: NTSA1 FIXED FIGHTING POSITION WALL - SECTION
SCALE: NTS
C2 M30-P1 RATED DROP ARM VEHICULAR GATE
SCALE: NTS
#5@18" OC EA FACE
2' - 0"
A4 TAMPER RESISTANT OUTFALL COVER
SCALE: NTS
PROVIDE 2.5" TUBE STEEL FRAME FLUSH WITH CONCRETE FACE. MITER
AND BUTT WELD AT CORNERS AND SEAL WELD CORNER JOINTS.
PROVIDE 1" THICK, 4" BY 4" SQUARE
OVERLAPPING STEEL PLATES. WELD TOP PLATES
TO TUBE STEEL FRAME. WELD BOTTOM PLATES
TO STEEL BASE PLATE. SECURE STEEL BASE
PLATE TO CONCRETE WITH TWO 3/4" TAMPER
RESISTANT ANCHOR RODS.
PROVIDE HEAVY DUTY TAMPER RESISTANT HINGES (TYP), ANCHORED TO
CONCRETE WITH TWO 3/4" TAMPER RESISTANT ANCHOR RODS. LOCATE
HINGES AND PINS INSIDE OF STEEL GRATE.
PROVIDE 1" DIAMETER ASTM A529 STEEL BARS 9" ON CENTER EACH
DIRECTION WELDED AT ALL CROSSINGS. SEAL WELD JOINTS.
PROVIDE 1.25" DIAMETER ASTM
A529 STEEL BAR AS SECURING PIN.
PROVIDE 1.5" THICK, 3" WIDE RETAINING
PLATES WELDED TO A BASEPLATE ABOVE
AND BELOW THE SECURING PIN . SECURE
BASEPLATE TO CONCRETE WITH TWO 3/4"
TAMPER RESISTANT ANCHOR RODS.
LOCATE 6" ABOVE MEAN HIGH WATER LINE.
CONCRETE FACE
SQUARE TUBE FRAME
OUTFALL PIPE
EXTEND BARS 6"
FROM FACE OF
SQUARE TUBE
FRAME.
ELEVATION VIEW CEP 176 AT FACE OF CONCRETE SECTION VIEW THROUGH FACE OF CONCRETE
C4 TAMPER RESISTANT LID FASTENER
SCALE: NTS
PROVIDE 1/4" THICK ASTM A529 STEEL
ROUND PLATE WITH 1.5" MINIMUM
COVER OVER LID OR GRATE. ANCHOR
WITH 3/4" DIAMETER, MINIMUM 4" LONG,
TAMPER RESISTANT, KEYED ANCHOR
EMBEDDED IN CONCRETE. (TYP OF 2)
PROVIDE 6 KEYS TO THE
CONTRACTING OFFICER.
2"
IF CONCRETE DOES NOT EXIST
AROUND LID OR GRATE, PROVIDE
9" DEEP, MINIMUM 4" WIDE
CONCRETE COLLAR FOR
ANCHORAGE.
GOVERNMENT PROVIDED TAMPER
RESISTANT PAD LOCK.
NOTES:
1. AFTER FABRICATION AND ASSEMBLY, COAT ALL CARBON STEEL WITH A DUPLEX SYSTEM IN ACCORDANCE WITH ASTM
D6386. THIS SYSTEM INVOLVES PAINTING OVER HOT-DIP GALVANIZING AND REQUIRES COORDINATION WITH THE
GALVANIZER TO ENSURE PROPER PREPARATION PRIOR TO PAINTING.
2. PLUG GALVANIZING HOLES IN SQUARE TUBE AGAINST WATER INFILTRATION.
NOTES:
1. AFTER FABRICATION AND ASSEMBLY, COAT ALL CARBON STEEL WITH A DUPLEX SYSTEM IN
ACCORDANCE WITH ASTM D6386. THIS SYSTEM INVOLVES PAINTING OVER HOT-DIP
GALVANIZING AND REQUIRES COORDINATION WITH THE GALVANIZER TO ENSURE PROPER
PREPARATION PRIOR TO PAINTING.
2. ASSUME ALL EXISTING STRUCTURES REQUIRING LID FASTENERS REQUIRE ADDITIONAL
COLLAR INSTALLATION. AVERAGE SIZE OF MANHOLE OPENING IS 3' DIAMETER AND INLET
GRATE IS 3' BY 3'.
PROVIDE 1" GAP BETWEEN OVERLAPPING STEEL PLATES.
6" MAX
ELEVATION VIEW CEP 102 AT FACE OF CONCRETE
MATCH CONSTRUCTION DETAILS FROM
ELEVATION VIEW CEP176 AT FACE OF
CONCRETE.
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b wt ur le y
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A
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AV
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AV
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C O
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AN
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UNCLASSIFIED
UN
CL
AS
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FI
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UNCLASSIFIED
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
R
E P
LA
C
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U B
M A
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IN
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WMS/IAS
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R E
H
A M
P
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N A
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TA
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N O
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FO
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N O
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CHIEF ENG/ARCH
FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AT
FP
D
ET
AI
LS
BWT BWT MLC
AS NOTED
12829096
CX504
*1 61 2"
*2 0"
VERTICAL REBAR
AND CONCRETE
FILLED BOLLARD
(TYP)
CHAIRS TO ELEVATE
BOLLARD OFF SUBGRADE
4000 PSI
CONCRETE
MI
N
MI
N
*1 9"
*7 6"
NOTES:
1. PROVIDE A BARRIER FROM THE DOD ANTI-RAM VEHICLE BARRIER LIST.
* DIMENSIONS AND REINFORCING BARS ARE APPROXIMATE. CONSTRUCT BOLLARD SYSTEM PER MANUFACTURER'S
SPECIFICATIONS TO PROVIDE M50 RATING.
IMPACT PLAN VIEW
ELEVATION VIEW
NOTES:
1. PROVIDE A BARRIER FROM THE DOD ANTI-RAM VEHICLE BARRIER LIST.
2. CONCRETE IS 4000 PSI. MINIMUM UNCONFINED COMPRESSIVE STRENGTH.
3. ALL REINFORCING BARS (REBAR) ARE ASTM A615 GRADE 60
4. INSTALL CHAIN LINK FENCE ON IMPACT SIDE OF FENCE ENHANCEMENT. CHAIN LINK FENCE POLES MAY BE INTEGRATED IN FENCE ENHANCEMENT FOUNDATION OR
ATTACHED TO FENCE ENHANCEMENT POSTS.
* DIMENSIONS AND REINFORCING BARS ARE APPROXIMATE. CONSTRUCT FENCE ENHANCEMENT PER MANUFACTURER'S SPECIFICATIONS TO PROVIDE M50 RATING.
WIRE ROPE HEIGHTS
1 4"
*9 6"
FOUNDATION/REBAR*
SIDE B
STEEL WEDGE PLATE
FLUSH WITH ROADWAY
SIDE A GRADE
ROBUST ELECTRIC
ACTUATOR, WASH DOWN
RATED
UPPER CABLE
CONNECTION BRACKET
STEEL WEDGE PLATE
COMPRESSION SPRING WITH
ROTATING END CONNECTORS
REMOVABLE ACCESS PORT
SIDE B
CONCRETE
HINGE AND PIN
ELECTRICAL CONDUITS
FLEX ELECTRICAL
CONNECTION TO WEDGE
SLOPE
BOTTOM TO
GRAVITY DRAINS
LOWER CABLE
CONNECTION
BRACKET MULTIPLE GRAVITY DRAINS (TYP)
EXTEND TO GRADE OR DRAINAGE STRUCTURE
PIVOT/SWIVEL
CONNECTION
HIGH STRENGTH
CABLES
ACTUATOR ROD
SIDE A GRADE
VEHICLE IMPACT
DIRECTION
*13'
*5'-6"
NOTES:
1. PROVIDE A BARRIER FROM THE DOD ANTI-RAM VEHICLE BARRIERS LIST.
2. PROVIDE 12" WIDE RETROREFLECTIVE VERTICAL RED/WHITE STRIPING WITH MIN 1152 SQUARE INCHES OF SURFACE
AREA VISIBLE FROM BOTH DIRECTIONS WHEN AVB IS DEPLOYED.
3. CONCRETE IS 4000 PSI. MINIMUM UNCONFINED COMPRESSIVE STRENGTH.
4. ALL REINFORCING BARS (REBAR) ARE ASTM A615 GRADE 60
* DIMENSIONS AND REINFORCING BARS ARE APPROXIMATE. CONSTRUCT ACTIVE VEHICLE BARRIER PER
MANUFACTURER'S SPECIFICATIONS TO PROVIDE M50 RATING.
*31
2" MUDPAD
*2 8"
9 12" (SEE NOTE 2)
4 78" (SEE NOTE 2) 2 38" (SEE NOTE 2)
4" X 34" CHAMFER (TYP.)
(SEE NOTE 2)
2" CLR. UNLESS
OTHERWISE NOTED
12"
(SEE NOTE 2)
R = 1" (SEE NOTE 2)
R = 9 78"
(SEE NOTE 2)
1 12" CLR.
(SEE NOTE 2)
(S
EE
N
OT
E 2)
2' 8"
(S
EE
N
OT
E 2)
3 38" (SEE NOTE 2)
GALVANIZED ANCHOR BOLT
(SEE NOTE 3)
GALVANIZED HEX BOLTS
(SEE NOTE 3)
GALVANIZED HEX BOLTS
(SEE NOTE 3)
NOTES:
1. 12" WIDE RETROREFLECTIVE VERTICAL RED/WHITE ALTERNATING STRIPING WITH
MIN 1152 SQUARE INCHES OF SURFACE AREA VISIBLE FROM BOTH DIRECTIONS.
2. DIMENSIONS ARE APPROXIMATE, CONCRETE JERSEY BARRIER TO BE
CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS.
3. BOLT MATERIAL TO BE PER MANUFACTURER'S SPECIFICATIONS.
FINISH
GRADE
CHAIN LINK FENCE
SEE DETAIL A1, SHEET CX501
FENCE FABRIC
3' MAX
4' 10' 10' 10' 4'
*56' MAX CABLE RUN
7'- 0"
RESTRICTED AREA SIGNAGE
SEE DETAIL D3/CX501
NOTES:
1. DIMENSIONS ARE APPROXIMATE, SITE BOLLARDS TO BE CONSTRUCTED PER MANUFACTURER'S
SPECIFICATIONS TO PROVIDE M50 RATING.
2. MATERIALS TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS TO PROVIDE M50 RATING
3. STEEL PIPE FOR BOLLARDS SHALL CONFORM TO ASTM A53, TYPE E OR S, GALVANIZED.
4. PROVIDE SIGNED AND SEALED DRAWINGS DEMONSTRATING COMPLIANCE WITH THE DOD ANTI-RAM
BARRIER LIST IN THE PROJECT SITE CONDITIONS.
A1 M50-P1 RATED ACTIVE BARRIER
SCALE: NTS
A3 CONCRETE JERSEY BARRIER
SCALE: NTS A4 M50-P1 RATED SITE BOLLARDS
SCALE: NTS
C1 M50-P1 RATED SHALLOW BOLLARD SYSTEM
SCALE: NTS C3 M50-P1 RATED HIGH SECURITY FENCE
SCALE: NTS
" M
IN
TOP OF CONCRETE
10" BOLLARD PIPE
CONCRETE IN BOLLARD TUBE
(4) REBAR
GRADE ELEVATION
EXISTING SUBGRADE
FRONT VIEW
TOP VIEW
36" 36"
4000 PSI CONCRETE FOOTING
VEHICLE IMPACT DIRECTION
12" RETROREFLECTIVE
RED/WHITE TAPE
12'12"
OM-3
12"X36"
FRONT VIEW
SIDE VIEW
6" (SEE NOTE 2)
4 12"
(SEE NOTE 2)
7" (SEE NOTE 2)
3" (SEE NOTE 2)
FI
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b dr ey es
A
B
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1 2 3 4 5
A
B
C
D
D
EP
AR
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EN
T
O F
TH
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N
AV
Y N
AV
AL
F
AC
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UNCLASSIFIED
UN
CL
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SI
FI
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UNCLASSIFIED
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
R
E P
LA
C
E S
U B
M A
R
IN
E P
IE
R
N
A V
A L
S
TA
TI
O
N N
O R
FO
LK
N O
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FO
LK
, V
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IN
IA
1614696
WMS/IAS
EJA
DSN
N
AV
AL
F
AC
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IT
IE
S
EN
G
IN
EE
RI
N G
S
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TE
M
S C
O M
M
AN
D
M
ID
-A
TL
AN
TI
C C
I C O
R E
H
A M
P
TO
N R
O A
D S
N A
V A
L S
TA
TI
O N
N O
R
FO
LK
N O
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FO
LK
CHIEF ENG/ARCH
FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AT
FP
D
ET
AI
LS
BWT BWT MLC
AS NOTED
12829097
CX505
100" 96" 100"96" 96"
POST SPACING ELEVATION
CABLE RUN ELEVATION
9"
488"
A1 M30-P2 ANTI-RAM SYSTEM
SCALE: NTS
36"
NOTES:
1. PROVIDE A BARRIER FROM THE CURRENT DOD ANTI-RAM VEHICLE BARRIER LIST IN THE APPROVED TESTED CONDITION
2. DETAILS SHOWN ARE FOR BIDDING PURPOSES ONLY
3. PROVIDE A BARRIER RATED TO STOP A 15,000 POUND VEHICLE AT A MINIMUM OF 30 MILES PER HOUR WITH A PENETRATION OF LESS THAN 23 FEET.
4. PROVIDE A SYSTEM WITH NO MORE THAN 3' CLEAR GAP BETWEEN INDIVIDUAL MEMBERS.
5. REFERENCE SITE GEOTECHNICAL REPORT FOR EXISTING CONDITIONS.
6. PROVIDE SIGNED AND SEALED DRAWINGS DEMONSTRATING COMPLIANCE WITH THE DOD ANTI-RAM BARRIER LIST IN THE PROJECT SITE CONDITIONS.
FI
LE
N
AM
E:
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AN
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Na vy \M id At
\W at er fro nt
ID
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\1
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De sig n\ De sig n\
Ci vil
\S he et s\
P0
-1
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O
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N
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E:
C X5
P
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TT
ED
: T hu rs da y, M ar ch
1,
- 3 :1
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U
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R:
b dr ey es
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y N
AV
AL
F
AC
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S
EN
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IN
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IN
G S
YS
TE
M S
C O
M M
AN
D
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
R
E P
LA
C
E S
U B
M A
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IN
E P
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1614696
WMS/IAS
EJA
DSN
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
RI
N G
S
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TE
M
S C
O M
M
AN
D
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ID
-A
TL
AN
TI
C C
I C O
R E
H
A M
P
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TA
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O N
N O
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FO
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CHIEF ENG/ARCH
FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AT
FP
D
ET
AI
LS
BWT BWT MLC
AS NOTED
12829098
CX506
A1 REINFORCED 8" CURB
SCALE: NTS
A4 M30-P2 RATED SITE BOLLARDS
SCALE: NTS
NOTES:
1. PROVIDE A BARRIER FROM THE CURRENT DOD ANTI-RAM VEHICLE BARRIER LIST IN THE APPROVED TESTED
CONDITION
2. DETAILS SHOWN ARE FOR BIDDING PURPOSES ONLY
3. PROVIDE A BARRIER RATED TO STOP A 15,000 POUND VEHICLE AT A MINIMUM OF 30 MILES PER HOUR WITH A
PENETRATION OF LESS THAN 23 FEET.
4. PROVIDE A SYSTEM WITH NO MORE THAN 3' CLEAR GAP BETWEEN INDIVIDUAL MEMBERS.
5. REFERENCE SITE GEOTECHNICAL REPORT FOR EXISTING CONDITIONS.
6. PROVIDE SIGNED AND SEALED DRAWINGS DEMONSTRATING COMPLIANCE WITH THE DOD ANTI-RAM BARRIER
LIST IN THE PROJECT SITE CONDITIONS.
" C
ON
CR
ET
E
DE
PT
H
" M
IN
30" 30"
LIFTING PIN
STEEL BOLLARD TUBE (8 5/8" OD)
PRIMED AND PAINTED BLACK (TYP)
CONCRETE IN BOLLARD TUBE
PRE-CUT VERTICAL REBAR
GRADE ELEVATION
CONCRETE
FOUNDATION
FRONT VIEW
TOP VIEW
FI
LE
N
AM
E:
Z
:\C lie nt s\
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Na vy \M id At
\W at er fro nt
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: T hu rs da y, A pr il 0 1,
- 1
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pm U
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IT
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G S
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M M
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UNCLASSIFIED
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
R
E P
LA
C
E S
U B
M A
R
IN
E P
IE
R
N
A V
A L
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N O
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FO
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, V
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IA
1614696
WMS/IAS
EJA
DSN
N
AV
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F
AC
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IT
IE
S
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G
IN
EE
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N G
S
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TE
M
S C
O M
M
AN
D
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ID
-A
TL
AN
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C C
I C O
R E
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A M
P
TO
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D S
N A
V A
L S
TA
TI
O N
N O
R
FO
LK
N O
R
FO
LK
CHIEF ENG/ARCH
FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AT
FP
D
ET
AI
LS
BWT BWT MLC
AS NOTED
12829099
CX507
FRONT SIDE VIEW
REFER TO NOTES 1, 5, 6, & 7
ANCHOR BOLTS (TYP)
CAP NUT (TYP)
GROUND ROD CONNECTOR (TYP)
GROUND TERMINAL (TYP)
W3-3b SIGN (TYP)
GROUND TERMINAL (TYP)
4" MIN DIA SIGNAL POLE, CONFORM
TO VDOT RBS SECTION 700 & 703
PLAN VIEW SYMBOL (TYP)
8" YELLOW SIGNAL
SMB - 4 SIGNAL MOUNT (TYP)
HAND HOLE (TYP)
GROUND ROD
3/4" X 6' - 0" (TYP)
36"
36"
NOTES:
1. FOUNDATIONS SHOWN ARE THE MINIMUM SIZE REQUIREMENTS. THE FOUNDATION SHALL
BE DESIGNED TO HANDLE ALL LOADING AND ATTACHMENTS BY THE POLE MANUFACTURER.
CONFORMING TO VDOT RBS SPECIFICATIONS, SECTIONS 700 AND 703.
2. THE WELDED CONNECTION SHALL BE DESIGNED FOR THE LOAD ON THE SHAFT BUT NOT
LESS THAN 75% OF THE STRENGTH OF THE SHAFT. MINIMUM FILLET WELD SHALL BE 3/16
INCH.
3. CONDUIT SHALL EXTEND 4" VERTICALLY UP IN THE POLE ABOVE THE FOUNDATION. HAND
HOLE:
4. ALL EXPOSED CONCRETE SHALL HAVE A NORMAL FINISH. ALL OUTSIDE CONCRETE
CORNERS AND EDGES SHALL HAVE A 3/4" CHAMFER.
5. ALL FOUNDATIONS IN SIDEWALKS SHALL BE FINISHED FLUSH WITH EXISTING SIDEWALKS,
WHEN IN EARTH THE FOUNDATION SHALL EXTEND 2" ABOVE GRADE. FOUNDATIONS MAY BE
EITHER CIRCULAR OR SQUARE IN CROSS-SECTION. CIRCULAR FOOTINGS SHALL BE SQUARE
FOR TOP 12".
6. REFER TO SPECIFICATIONS SECTION 34 71 13.16, ACTIVE VEHICLE BARRIER (AVB), FOR
OPERATIONAL REQUIREMENTS.
7. TRAFFIC SIGNAL & WARNING SIGNS SHALL BE COMPATIBLE WITH ALL ACTIVE VEHICLE
BARRIER SYSTEMS AND OPERATE AS ONE UNIT IN ACCORDANCE WITH THE AVB
MANUFACTURE'S RECOMMENDATIONS.
NOTES:
1. FOUNDATIONS SHOWN ARE THE MINIMUM SIZE REQUIREMENTS. THE FOUNDATION SHALL BE DESIGNED TO HANDLE ALL LOADING AND ATTACHMENTS BY THE POLE MANUFACTURER. CONFORMING TO VDOT RBS SPECIFICATIONS, SECTIONS 700 AND 703.
2. THE WELDED CONNECTION SHALL BE DESIGNED FOR THE LOAD ON THE SHAFT BUT NOT LESS THAN 75% OF THE STRENGTH OF THE SHAFT. MINIMUM
FILLET WELD SHALL BE 3/16 INCH.
3. CONDUIT SHALL EXTEND 4" VERTICALLY UP IN THE POLE ABOVE THE FOUNDATION. HAND HOLE:
4. PROVIDE ONE FOR EACH SIDE ON THE ROADWAY APPROACH IN EACH DIRECTION.
5. ALL EXPOSED CONCRETE SHALL HAVE A NORMAL FINISH. ALL OUTSIDE CONCRETE CORNERS AND EDGES SHALL HAVE A 3/4" CHAMFER.
6. ALL FOUNDATIONS IN SIDEWALKS SHALL BE FINISHED FLUSH WITH EXISTING SIDEWALKS, WHEN IN EARTH THE FOUNDATION SHALL EXTEND 2" ABOVE
GRADE. FOUNDATIONS MAY BE EITHER CIRCULAR OR SQUARE IN CROSS-SECTION. CIRCULAR FOOTINGS SHALL BE SQUARE FOR TOP 12".
7. REFER TO SPECIFICATIONS SECTION 34 71 13.16, ACTIVE VEHICLE BARRIER (AVB), FOR OPERATIONAL REQUIREMENTS.
8. TRAFFIC SIGNAL & WARNING SIGNS SHALL BE COMPATIBLE WITH ALL ACTIVE VEHICLE BARRIER SYSTEMS AND OPERATE AS ONE UNIT IN ACCORDANCE
WITH THE AVB MANUFACTURE'S RECOMMENDATIONS.
FRONT VIEW BACK SIDE VIEW
GROUND ROD 3/4" X 6'-0" (TYP)
REFER TO NOTES 1, 5, 6, & 7
ANCHOR BOLTS (TYP)
CAP NUT (TYP)
GROUND ROD CONNECTOR (TYP)
GROUND TERMINAL (TYP)
12" RED SIGNAL
4" MIN DIA SIGNAL POLE, CONFORM
TO VDOT RBS SECTION 700 & 703
PLAN VIEW SYMBOL (TYP)
RIGID MOUNTING BRACKET AS PER
MANUFACTURER'S
RECOMMENDATIONS
REFER TO PLANS FOR TYPE OF
SIGNAL INSTALLATION AND REFER
TO DETAILS ON SHEET CT-5XX
SMB - 1 SIGNAL MOUNT (TYP)
LED R5-1 BLANK-OUT SIGN
HAND HOLE (TYP)
REINFORCING
STEEL AS REQ'D
CONDUIT AS
SPECIFIED ON
PLANS - 3" MIN
(TYP)
Y - CIRCULAR YELLOW
ELEVATION
NOTES:
1. FOR ITEMIZED PARTS, REFER TO PARTS LIST THIS SHEET
" M
IN
24" MIN
24"
30"
1 1 /2"
M
AX
' A
BO
VE
T
HE
F
IN
IS
HE
D
GR
AD
E
A1 W3-3b ADVANCED WARNING SIGN
SCALE: NTS A3 ACTIVE VEHICLE BARRIER (AVB) TRAFFIC SIGNAL
SCALE: NTS
C2 TYPE SMB-1 SIGNAL MOUNT
SCALE: NTS
B2 TYPE SMB-4 SIGNAL MOUNT
SCALE: NTS
C1 ITEMIZED PARTS LIST FOR TYPICAL SIGNAL POLE MOUNTING
SCALE: NTS
C3 TYPICAL RIGID MOUNT MAST ARM BRACKET
SCALE:
FI
LE
N
AM
E:
Z
:\C lie nt s\
AN
F\
US
Na vy \M id At
\W at er fro nt
ID
IQ
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\S he et s\
P0
-1
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C X5
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O
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AM
E:
C X5
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ED
: T hu rs da y, M ar ch
1,
- 3 :1
2p m
U
SE
R:
b dr ey es
A
B
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D
1 2 3 4 5
1 2 3 4 5
A
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T
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TH
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N
AV
Y N
AV
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AC
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IT
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S
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G
IN
EE
R
IN
G S
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TE
M S
C O
M M
AN
D
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -0
R
E P
LA
C
E S
U B
M A
R
IN
E P
IE
R
N
A V
A L
S
TA
TI
O
N N
O R
FO
LK
N O
R
FO
LK
, V
IR
G
IN
IA
1614696
WMS/IAS
EJA
DSN
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
RI
N G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
-A
TL
AN
TI
C C
I C O
R E
H
A M
P
TO
N R
O A
D S
N A
V A
L S
TA
TI
O N
N O
R
FO
LK
N O
R
FO
LK
CHIEF ENG/ARCH
FIRE PROTECTION
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
03/05/2021
JAMES E. DONAHUE, R.A.
DLB
AT
FP
D
ET
AI
LS
BWT BWT MLC
AS NOTED
12829100
CX508
| CIVIL - ATFP |
| CX400-OVERALL ENLARGED ATFP PLAN |
| CX401-ENLARGED ATFP PLAN AREA 401 |
| CX402-ENLARGED ATFP PLAN AREA 402 |
| CX403-ENLARGED ATFP PLAN AREA 403 |
| CX404-ENLARGED ATFP PLAN AREA 404 |
| CX405-ENLARGED ATFP PLAN AREA 405 |
| CX406-ENLARGED ATFP PLAN AREA 406 |
| CX501-ATFP DETAILS |
| CX502-ATFP DETAILS |
| CX503-ATFP DETAILS |
| CX504-ATFP DETAILS |
| CX505-ATFP DETAILS |
| CX506-ATFP DETAILS |
| CX507-ATFP DETAILS |
| CX508-ATFP DETAILS |
2021-04-12T09:05:10-0400
2021-04-12T09:05:28-0400
2021-04-12T09:05:28-0400
2021-04-12T09:05:28-0400
2021-04-12T09:05:29-0400
2021-04-12T09:05:29-0400
2021-04-12T09:05:30-0400
2021-04-12T09:05:30-0400
2021-04-12T09:05:31-0400
2021-04-12T09:05:31-0400
2021-04-12T09:05:31-0400
2021-04-12T09:05:32-0400
2021-04-12T09:05:32-0400
2021-04-12T09:05:33-0400
2021-04-12T09:05:33-0400
2021-04-12T09:06:00-0400
2021-04-12T09:06:17-0400
2021-04-12T09:06:18-0400
2021-04-12T09:06:18-0400
2021-04-12T09:06:19-0400
2021-04-12T09:06:19-0400
2021-04-12T09:06:20-0400
2021-04-12T09:06:20-0400
2021-04-12T09:06:21-0400
2021-04-12T09:06:21-0400
2021-04-12T09:06:22-0400
2021-04-12T09:06:22-0400
2021-04-12T09:06:23-0400
2021-04-12T09:06:23-0400
2021-04-12T09:06:24-0400
| 2021-04-27T08:06:12-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:06:38-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:07:08-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:07:09-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:07:38-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:08:04-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:08:30-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:08:55-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:09:18-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:09:49-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:10:16-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:10:43-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:11:08-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:11:32-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T08:12:30-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:12:54-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:10-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:12-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:13-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:15-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:16-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:18-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:19-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:21-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:23-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:25-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:27-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:28-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:30-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-04-27T09:13:32-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .