Amendment 0006 1786799dwg09of28Volume1Part-9.pdf
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- Solicitation number
- N4008526R0002
About this file
This document is a set of construction design details and specifications for the F-35 Sustainment Center project at Naval Station Norfolk, Virginia, prepared by Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic. The drawings were finalized on December 16, 2025, with Addendum 1 issued on March 27, 2026, and are issued under Contract Number N40085-20-F-4290. The design was executed by HDR Engineering Inc., located at 440 S. Church Street, Suite 1200, Charlotte, North Carolina 28202.
The detailed drawings encompass multiple infrastructure systems required for the project, including concrete sidewalk and pavement construction with specific joint and sealant details; roadway concrete pavement with asphalt tie-in provisions; high-security chain-link fencing with specifications for fabric gauge, tension wires, and grounding systems; various gate designs including swing gates and sliding gates with cable reinforcement systems; gravity and force main sewer connections with manhole and service connection details; water main installations with fire hydrant assemblies, backflow prevention systems, and valve specifications; storm water management including control structures and culvert details; and utility penetration details for concrete structures. The specifications reference compliance with North Carolina Department of Transportation standards, ASTM standards, ACI 318 concrete specifications, AWS D1.1 welding standards, AISC construction standards, and various federal security standards including UFC 4-022-03 for fencing and gates. Materials specified include reinforced concrete, galvanized steel components, PVC piping, copper wire, and specialized equipment such as water meters and pressure gauges, with concrete strength requirements of 4000-4500 PSI minimum.
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Text version
CONCRETE CURB & GUTTERC1 NTS
CONCRETE SIDEWALKC3 NTS
6.5"
NOTES:
1. ALL PAVEMENT TO BE CONSTRUCTED PER NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION SPECIFICATION REQUIREMENTS.
2. AGGREGATE BASE COURSE TO EXTEND A MINIMUM 2 FEET BEYOND EDGE OF
PAVEMENT.
3. SEE DETAIL ON THIS SHEET AND SHEET C-511 FOR JOINT AND SEALANT DETAILS.
6"
EXPANSION JOINT AT STRUCTURE
DOWELED CONSTRUCTION JOINT
LONGITUDINAL CONSTRUCTION JOINT EXPANSION JOINT
LONGITUDINAL CONTRACTION JOINT
USE AGAINST BUILDINGS OR OTHER
STRUCTURES
T
T/2
15" 15"
3 4"
T T+3"
3 4"
6'-0" 6'-0"
T
6'-0" 2"
3 4" 3 4"
T
T
14" T/23 4"
T
T/2
14" 1"
/4
M
IN
TRANSVERSE CONTRACTION JOINT
NOTE:
T = PAVEMENT THICKNESS PER PLAN (10" MIN.)
NOTE:
1. WHERE TYING
INTO EXISTING
PAVEMENT, ALSO
USE 3/4" X 18"
BARS AT 12" C/C
ROADWAY CONCRETE PAVEMENT JOINTSA1 NTS
ROADWAY CONCRETE PAVEMENTA4 NTS
ASPHALT PAVEMENT. REFER TO
DETAILS A1 AND A2/C-509 FOR
PAVEMENT SECTION DETAILS
AGGREGATE BASE MATERIAL. REFER
TO DETAILS A1 AND A2/C-509 FOR
PAVEMENT SECTION DETAILS
SUBGRADE. REFER TO DETAILS A1
AND A2/C-509 FOR PAVEMENT
SECTION DETAILS
EXISTING PAVEMENT
MILL EXISTING ASPHALT TO 2"
DEPTH FOR 5' WIDTH AT EXISTING
EDGE OF PAVEMENT.
EXISTING EDGE
OF PAVEMENT
EXTEND 2" TOP COAT OF
ASPHALT OVER MILLED
EXISTING ASPHALT FOR
SMOOTH TIE IN.
REFER TO DETAILS A1 AND A2/C-509
FOR PAVEMENT SECTION DETAILS
PAVEMENT TIE IN DETAILB4 NTS
PAVEMENT EDGE DETAILA3 NTS
5'
0'-6"
1/4" R TYP
JOINT SEALER
JOINT SEALER
TIE BARS 5/8" X 30" @ 30" C/C
JOINT SEALER
1/4" R TYP
3/4"∅ DOWEL BARS
18" LONG @ 12" C/C
JOINT
FILLER
JOINT SEALER
1/4" R TYP
TIE BARS 5/8" X 30"
@ 30" C/C
JOINT SEALER
BUILDING OR
STRUCTURE
JOINT SEALER
JOINT FILLER
18" MIN COMPACTED SUBBASE,
SEE PAVEMENT NOTE 1 ON SHEET C-509
AGGREGATE BASE COURSE
PORTLAND CEMENT CONCRETE FOR PAVEMENT
(A) ASPHALTIC / BITUMINOUS LAYER - 93% OF MAX THEORETICAL DENSITY
(B) BASE AGGREGATE COURSE - 100 MAX. OF DRY DENSITY WITH MODIFIED
PROCTOR (ASTM D1557)
(C) SUBGRADE - - 100 MAX. OF DRY DENSITY WITH MODIFIED PROCTOR
(ASTM D1557)
DETECTABLE WARNING SURFACEB3 NTS
* NOTE: REDUCE GUTTER PAN TO 1' - 6" FOR 2'- 0" CURB AND GUTTER
AASHTO CLASS 1
STABILIZATION GEOTEXTILE
(SEE PAVEMENT NOTE 5 ON
SHEET C-509)
COMPACTED SUBGRADE
DE
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NTS
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DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
CUI
DES DRW CHK
KTB/SHH
DLB
JWJ
HPN
APPROVED BY SALLY TORGLER,
DEPUTY DIRECTOR OF FACILITIES,
WITH NSWDG, VIA EMAIL.
1786799
N40085-20-F-4290
FY
M
CO
N
P-
F-
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N
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S
TA
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27 March 2026
1 2 3 4 5
5"
SECTION
RESERVED
PARKINGPARKING
DISABLED
PASSENGER
LOADING
ONLY
MAXIMUM
PENALTY
$ 250
REQUIRED ACCESSIBLE
RESERVED PARKING SIGN
12"x9" R7-8D
MUTCD
R7-8a 12"x18"
12"x18" R7-1
MUTCD
B C
MAXIMUM
VAN
ACCESSIBLE
PENALTY
$ 250
12"x6" R7-8e
R7-8D 12"x9"
PARKING
12"x18" R7-8a
MUTCD
A
RESERVED
CB
9' MIN.9' MIN.
5'
8' MIN. 8' MIN.
5'
8'
STANDARD POV PARKING STALL
ACCESSIBLE SPACES
18.5' TYP.
6"
A
CONCRETE WHEEL STOPA3 NTS
POV AND ADA PARKING STALL
PAVEMENT MARKING AND SIGNAGEA1 NTS
ACCESSIBILITY SIGNS
4" WHITE PAINTED DIAGONAL
CROSSHATCH PAVEMENT MARKING
AT 3' ON CENTER SPACING
4" PAINTED PARKING
STALL PAVEMENT MARKING WHITE ACCESSIBILITY SYMBOL
SEAL 1/2" DEEP
HOLE W/ MORTAR
2-#3 REBARS
#6 @ 2'-6"
LONG
6'
9"
1/4"
6" 2-1" Ø HOLES
6" 4-1/2"
NOTES:
1. ALL 12"X18" ACCESSIBLE SIGNS (R7-8a & R7-1) SHALL BE MOUNTED AT
7 FEET FROM FINISHED GRADE TO BOTTOM EDGE OF SIGN FACE
(MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED
IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
(MUTCD) AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS
ARE REQUIRED AT LOADING ZONE AREA.
4. ALL ACCESSIBLE PAVEMENT MARKING SHALL COMPLY WITH ADA
STANDARDS.
5. ACCESSIBLE SPACE FOR VANS MUST BE 9' WIDE WITH 8' ACCESS
AISLES AND BE DESIGNATED FOR VANS ONLY.
6. SEE PLANS FOR ACCESSIBLE SPACE LOCATIONS.
9"
2"
2" 3"
MOTORCYCLE PARKING
STALL PAVEMENT MARKINGA2 NTS
4.5' TYP.
9' TYP.
4" WHITE PAINTED PARKING
STALL PAVEMENT MARKING
TYPICAL CROSSWALK AND STOP
BAR PAVEMENT MARKING LAYOUTC1 NTS
6' MIN.
2' MIN.
4' MIN.
24" MIN.
60" MAX.
SPACE
MARKINGS
TO AVOID
WHEELPATH
STOP SIGN (R1-1)
24" IN PARKING LOT
30" ALONG ROADWAY
MOUNT 30" DO NOT ENTER (R5-1)
ON SAME POST WHERE SHOWN
24" WIDE WHITE STOP BAR.
FULL WIDTH OF TRAVEL LANE.
REFLECTIVE WHITE PAINT
DOUBLE SOLID YELLOW
PAVEMENT MARKING, 4" WIDE
LINES (25' MIN, SEE SITE PLAN)
4"
2 1/8"
2 7/8"
CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTSC3 NTS
PAVEMENT MARKINGSA4 NTS
24"
JOINT AND SEALANTSC2 NTS
DE
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GDH EAA DTB
NTS
C-511
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1 2 3 4 5
1 2 4 5
A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
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IN
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S
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M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
CUI
DES DRW CHK
KTB/SHH
DLB
JWJ
HPN
APPROVED BY SALLY TORGLER,
DEPUTY DIRECTOR OF FACILITIES,
WITH NSWDG, VIA EMAIL.
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
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N
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FO
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, V A
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ID
LA
N
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TA
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AN
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EN
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/27
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27 March 2026
XXXXX
X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
XXXXX
X X X X X
XXXXX
XXX
X
X
X X X
XXXX
XXXX
X X X X
XXXX
XXXX
X X X X
XXXX
XXXXX
X X X X X
XXXXX
XXXX
XXX X X
XXX
X
X
STEEL POST SCHEDULE
USE AND SECTION
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
2.375" O.D.
2.875" O.D.
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. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED
FOR FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS.
16-GAGE, STAINLESS STEEL TIE WIRES SHALL BE USED FOR
FASTENING FENCE FABRIC TO TENSION WIRES. HOG RINGS
SHALL NOT BE ALLOWED ON SENSORED FENCES.
X
X
X
X
X
XX
X
X
X
X
XXXXX
X
X
X
X
X X
XX
XXXXX
X X X X
XXXX
X
X
XXXX
X X X X
XXXX
X
X
XX
X
X
FABRIC WIDTH 84" TO 96"
CORNER POSTLINE POST
84" FABRIC WIDTH
45.00°'
7 1/2" TYP.
45.33°'
CORNER, END & PULL POSTS
TUBULAR - ROUND
LINE POSTS TUBULAR - ROUND
BRACE RAILS
TUBULAR - ROUND
TUBULAR - SQUARE
H-SECTION
C-SECTION (ROLL-FORMED)
TRUSS ROD AND BAND
1/2" (TYP.)
GROUNDING DETAIL
BRACE PANEL DETAIL
EXTENSION ARM DETAILS
BRACE CLAMP DETAIL
END OR GATE POST DETAILTENSION BAND DETAIL
TENSION WIRE ATTACHMENTS
LINE POST
ATTACHMENTS
NOTE:
PROVIDE BRACE PANEL
WHENEVER STRAIGHT
RUNS EXCEED 500 FEET.
TOP TENSION WIRE
LINE POST
CHAIN-LINK FABRIC
(9 GAGE, 2" MESH)
BRACE RAIL
CORNER, END,
OR PULL POST
BARBED WIRE APRON
ON EXTENSION ARMS
CONCRETE BASE
BOTTOM OF FABRIC
LINE POST
GRADE
TIE WIRES
(12" O.C. MAX)
(TYP.)
TIE WIRES (TYP.)
TRUSS ROD
(3/8" MIN. DIA)
3'-6" MIN.
6"
10'-0" MAXIMUM 10'-0" MAXIMUM - LINE POSTS TO BE EQUALLY SPACED
10" MIN. DIA.16" MIN. DIA.
3'-6" MIN.
6"
BOTTOM TENSION WIRE
2" MAX
1.50" SQ.
1.625" X 1.50" 1.625" X 1.25"
TRUSS ROD
(3/8" MIN. DIA.)
FENCE POST
#8 AWG SOLID
COPPER WIRE
MOLDED EXOTHERMIC
WELD OR APPROVED
CLAMP-TYPE FITTING
OF COPPER
3/4" DIA. COPPER-CLAD STEEL
GROUND ROD
LINE POST
BOTTOM
TENSION
WIRE
PULL POST
TRUSS ROD
TOP TENSION WIRE
10'-0"
1'-0"
1'-4"
1'-10"
1'-0"
1'-0"
1'-6"
6" TYP.
3/8" PLAIN PIN
RIVETED FLUSH (TYP.)
3/8" PLAIN PIN
RIVETED FLUSH (TYP.)
LOCK PIN
(TYP.)
BARBED WIRE
(TYP.)
TENSION BAND
TRUSS ROD
(3/8" MIN. DIA.)
FABRIC
TENSION BAR TO
ENGAGE EACH
FABRIC LINK
CARRIAGE BOLT
TENSION BAR
TENSION BAND (15" O.C. MAX. AND
WITHIN 4" FROM TOP AND BOTTOM OF
FABRIC)
ENDS TWISTED AT LEAST
THREE FULL TURNS
9-GAGE STEEL TIE WIRE
(15" O.C. MAX. AND
WITHIN 4" FROM TOP
AND BOTTOMOF FABRIC)
16-GAGE STEEL TIE WIRES
(12" O.C. MAX.)
FABRIC
BARBED-WIRE OR
TENSION WIRE
BRACE RAILS
TRUSS ROD
LINE POST BRACE RAILS
10'-0" MAX. 10'-0" MAX.
1.66" O.D.
CONC. BASE
7'-0"
HIGH SECURITY CHAIN LINK FENCE DETAILA1 NTS
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SCALE:
CONSTR. CONTR. NO.
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NAVFAC DRAWING NO.
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DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
CUI
DES DRW CHK
NA
VA
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FA
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TI
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NG
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MCAS CHERRY POINT
N40085-20-F-4290
FY
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P-
F-
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TA
IN
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EN
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NT
ER
N
AV
AL
S
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DE
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GDH EAA DTB
NTS
C-512
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934895
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-C-500-C-511 DETAILS
6" 3'
-0
10'-0" MAX SPACING
2" M
AX
6" 3'
-0
10'-0" MAX SPACING
2" M
AX
6" 3'
-0
2" M
AX
2" M
AX
6"
3' -0
1' -0
PLAN - DOUBLE SWING GATE
SCALE: 1" = 1'-0"
PLAN SINGLE SWING GATE
SCALE: 1" = 1'-0"
3"
3/16"
A A
3/16"
FACE TO FACE
3'-0"
6'-0"
6'-0"
12'-0"
19'-0"
12'-0"
6.625" OD
4" OD
ROUND SIZES
GATE POSTS
2.875" OD
THROUGH
THROUGH
THROUGH
OPENING
2 1/4" [57MM]
2 1/4"
HINGE SPACE (S)
POST TO UPRIGHT
2 1/4"
SINGLE LEAF GATES
19'-0"
23'-0"
8.625" ODTHROUGH 2 1/4"
SINGLE OR DOUBLE LEAF GATES
UPRIGHT HT (U)
ACTUAL DIM
7'-10"
NOM HT INCLUDING
NOM HEIGHT (H)
8'-0"
BARBED WIRE
FRAME HT (F)
ACTUAL DIM
6'-8 1/2"
GATE POSTS & FOUNDATIONS: GATE POST SIZE AND ASSOCIATED FOOTING
DIAMETER TO BE DETERMINED BY MANUFACTURER, BASED ON LEAF
WEIGHT & DIMENSION, BUT NOT LESS THAN DIAMETER SHOWN ON THESE
DRAWINGS. MINIMUM FOOTING DIAMETERS (TO BE FILLED W/4000 PSI
CONC): 40" Ø FOR 8" POST; 36" Ø FOR 6" POST; 24" Ø FOR 4" POST; OTHER
SIZES TO BE DESIGNED BY MFR OR KTR. NO FOOTING WIDTH SHALL BE LESS
THAN 4(X) THE POST WIDTH.
NOTE: IF GATE HINGES ARE NOT
OPPOSING (AS SHOWN ABOVE) OR
LEAF IS NOT LOCKED MECHANICALLY
TO THE HINGES, WELD AN ANGLE,
PLATE, OR BLOCK ABOVE HINGE TO
RESTRICT LEAF FROM BEING
REMOVED OR LIFTED OFF.
RESTRICTION SHALL NOT HINDER
OPERATION OF GATE.
NOTE: PROVIDE ONE DROP BAR FOR EACH LEAF (TYP).
ASSOCIATED GALV SLEEVES TO BE INSTALLED FLUSH WILL GRADE
AT FULLY OPEN AND CLOSED POSITIONS. PROVIDE 6" LAYER OF
#10 STONE BELOW BOTTOM OF SLEEVE TO ALLOW FOR DRAINAGE.
TYPICAL FENCE SINGLE SWING GATE ELEVATIONA1 NTS
TYPICAL DOUBLE SWING GATE ELEVATIONC1 NTS
GATE HINGE DETAILB3 NTS
OFFSET HINGE DETAILB4 NTS
GATE LATCH DETAILA4 NTS
FULCRUM LATCH DETAILB5 NTS
DETAIL: CANE BOLTC5 NTS
BRACE
RAILS (TYP
UON)
TENSION WIRE
3/8" DIA TRUSS
ROD (TYP UON)
POST CAP
GATE HINGE WITH
OPPOSING BARREL PINS.
STANDARD GATE
LATCH. POST CAP
3/8" DIA TRUSS
ROD (TYP UON)
STANDARD U-BOLT
FENCE POST HINGE ASSEMBLY
OPPOSING BARREL HINGE PIN AND PLATE
OFFSET HINGE ASSEMBLY
STANDARD
U-BOLT
GATE POST
STANDARD U-BOLT
GATE LEAF POST
OPPOSING BARREL HINGE PIN AND PLATE
HINGE BOLT LATCH
HINGE COLLAR
RETAINER BOLT
SECURING HOLE FOR LOCK
LATCH ASSEMBLY
STANDARD U-BOLT
SECURING HOLE FOR LOCK
STANDARD U-BOLT
LATCH ASSEMBLY
LINE POST
3/8" DIA TRUSS ROD
TIE WIRES (TYP) ALONG
TOP RAILS AND POSTS
PROVIDE CONCRETE FOOTING.
DIAMETER OF FOOTING SHALL
BE 4X POST DIAMETER
GATE HINGE WITH OPPOSING
BARREL PINS SEE DETAILS THIS
SHEET.
GATE POST
TENSION WIRE
BRACE RAILS
GATE UPRIGHT
FOR FRAME
CHAIN LINK
FABRIC
(TYPICAL)
STANDARD GATE
LATCH.
GATE HINGE WITH
OPPOSING BARREL
PINS
BARBED WIRE
BRACE RAILS 3/8" DIA TRUSS ROD
LINE POST3/8" DIA TRUSS
ROD (TYP UON)
CANE BOLT
CONCRETE
1" DIA PVC PIPE
COMPACT SAND
POST CAP
GATE HINGE WITH
OPPOSING BARREL PINS
ROUND GATE POSTS:
ROUND GATE POSTS:
ROUND GATE POSTS:
ROUND GATE POSTS: DE
TA
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GDH EAA DTB
AS NOTED
C-513
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A
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1 2 3 4 5
1 2 4 5
A
B
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
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S
EN
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IN
EE
R
IN
G
S
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TE
M
S C
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M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
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S
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TE
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AN
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-A
TL
AN
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PO
IN
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CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
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ID
LA
N
T D
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AL
D
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IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934896
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
FABRIC AREA
OPENING (F/F)
L (NOT TO SCALE)
1'-1"
6"
H
30"
TO OPEN
ONLY
5/8"
LOWER
UPRIGHTS
INTERIOR
12'-0"8'-0" 30'-0" 42'-3" 4 (FABRIC) / 2 (W/O)
OVERHANG
FRAME HT
(OMIT FABRIC)
3" NOMINAL
G
F/F = INTERIOR FACE TO INTERIOR FACE
8'-0"
8'-0"
NOMINAL HEIGHT (H)
37'-0"
24'-0"
OPENING (F/F)
12'-0"
16'-0"
GATE POSTS (G)
53'-3"
36'-3"
LENGTH (L)
5 (FABRIC) / 2 (W/O)
3 (FABRIC) / 2 (W/O)
BAYS / OVERHANG
OUTSIDE FACE TO OUTSIDE FACE
SAMPLING OF SIZES:
(*) POST SIZE AND ASSOCIATED FOOTING DIAMETER TO BE DETERMINED BY MANUFACTURER, BASED ON LEAF WEIGHT & DIMENSION. MINIMUM FOOTING DIAMETERS (TO BE FILLED W/4000 PSI CONC): 40" Ø FOR 8" POST; 36" Ø FOR 6" POST; 24" Ø FOR 4" POST; OTHER SIZES TO BE DESIGNED BY MFR OR KTR.
NO FOOTING WIDTH SHALL BE LESS THAN 4(X) THE POST WIDTH.
POST
TOPS
DOMED
NOTE: BARBED WIRE NOT SHOWN ON FENCE
PORTION FOR CLARITY.
A4
GATE PLANC1 NTS
TYPICAL SINGLE CANTILEVERED SLIDING GATE ELEVATION- (4) BAYS SHOWN WITH ROUND POSTS & WITH BARBED WIRE
A1 NTS
SECTION (TYP)
A4 NTS
2" SQ UPRIGHT
EXOTHERMIC
WELD
2" x 4" BOTTOM
RAIL
3/4" X 10'
GROUND RODPROVIDE CONCRETE FOOTING (*)
4" MIN Ø POST (*) (TYP)
KEEPER
TRUSS ROD
2" SQ
UPRIGHT
(3) STRANDS OF
BARBED WIRE, EA
SONSISTING OF 2
STRAND LINE WIRE W/
4 PT BARBS
2" [50 MM]
SQ
UPRIGHT
ROLL
CHAIN
POST TOP
EXOTHERMIC
WELD
2" SQ
UPRIGHT
4" MIN Ø POST
(*) (TYP)
50' GROUND REEL TRUCK ASSEMBLY
TRACK
2" SQ
UPRIGHT
GATE
OPERATOR
EXTEND CABLE (IF
REQ'D) BEYOND
OVERHAND AND
WRAP/TERMINATE
AROUND FENCE
REINF (TYP)
TENSION ROD
CHAIN LINK FABRIC
0 BARE
COPPER
CABLE REINFORCING (IF REQUIRED).
PROVIDE TWIST-OFF METAL TIES TO
SECURE CABLE TO FABRIC @ 24" OC
& U0BOLTS TO SECURE TO UPROGHTS.
4"x10'
GROUND
ROD
CHAIN LINK FABRIC
TENSION
ROD
0 BARE
COPPER
GUIDE ROLLER ASSEMBLY
TRUSS ROD
2" SQ
UPRIGHT
2" SQ
STIFFINER
TRACK / RAIL WELDED
JOINT
2" x 4" RIAL
GATE OPERATOR
(PROVIDE POWER, SEE
ELECTRICAL SITE PLANS)
FENCELINE
DE
TA
IL
S
GDH EAA DTB
NTS
C-514
FI
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D
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: T ue sd ay
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- 1
2:
pm U
SE
R
: E
AR
R O
W O
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D
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TM
EN
T
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TH
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N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934897
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
3/4" CHAMFER
4"
1-1/4" TYP.
SCHEDULE
PIPE
TURNSTILE MUST BE COMPOSED OF CARBON STEEL. ALL MATERIALS MUST
BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123.
TURNSTILE MUST HAVE BI-DIRECTIONAL CONTROLS: IN THE CASE OF A
POWER FAILURE, OUTBOUND TRAFFIC SHALL BE SET TO "FAIL SAFE"; THE
INBOUND TRAFFIC WILL HAVE A "FAIL LOCK" MECHANISM (UNLESS
OTHERWISE DIRECTED BY THE ACTIVITY VIA THE CONTRACTING OFFICER).
PROVIDE CARD READER MOUNTING PLATES FOR BOTH SIDES (INBOUND &
OUTBOUND) OF TURNSTILE. CARD READER AND CABLING WILL BE
PROVIDED UNDER A SEPARATE CONTRACT.
BRACE BARRIER POST AT TOP TO ADJACENT VERTICAL SURFACE.
ALLOW 5 INCH CLEARANCE ABOVE TOP OF TURNSTILE TO REMOVE LIFT-OFF
TYPE TOP COVER.
CONCRETE MOUNTING SLAB MUST BE LEVEL WITHIN 1/4". SEE DETAIL D1
THIS SHEET FOR CONC MOUNTING PAD.
PROVIDE AN ELECTRICAL 3-ROTOR FULL HEIGHT TURNSTILE.
TURNSTILE SHALL HAVE FINISH TO MATCH ADJACENT FENCEWORK:
POWDER COATED BLACK FOR ORNAMENTAL FENCE AND GALVANIZED FOR
CHAIN-LINK.
INSTALL 3 STRANDS BARBED WIRE OVER TOP CHANNEL OF TURNSTILE
(BETWEEN ADJACENT FENCE POSTS) TO HINDER SCALING UNIT.
7.
6.
5.
4.
3.
2.
1.
5" TYP
2'-0" 6'-0" 4'-4"
6'-0"
5"
7'-2"
5'-0"
8.
9.
COORDINATE FFE WITH
GRADING PLAN
TURNSTILE MOUNTING SLABD1 NTS
ISOMETRICB1 NTS
BOTTOM BEARING DETAILA1 NTS
ELEVATION VIEWA2 NTS
PLAN VIEWB2 NTS
TAB PLATE DETAILC4 NTS
PROVIDE 8" CONC SLAB W/
#4 REINFORCING BARS @
12" OC, EACH WAY, MOS
(TYP)
4" THICK AGGREGATE BASE COURSE
COMPACTED TO 100% OF MAX. DRY
DENSITY WITH MODIFIED PROCTOR
(ASTM D1557).
COMPACT EXISTING SUBGRADE
TOP CHANNEL
[SEE NOTE 9 ABOVE]
RED & GREEN
INDICATOR LIGHTS
(OPTIONAL)
BOTTOM FLANGE
WELDED ALL
AROUND TYP.
BARRIER POSTS
2" x 2" x 1/8" ANCHOR BOLTS
3/8" x 4" (9 PLACES)
SEE DETAIL D1 THIS
SHEET FOR
DIMENSIONS
REINFORCMENT STRAP
1/4" X 1 1/2" CRS
BARRIER BARS
1-1/4" OD
SCHED 10 PIPE
CARD READER
MOUNTING PL PL (EA
SIDE)
END TUBE
2" x 2" x 1/8" CRS
CONC FILLED BOLLARD ~ PLATEA4 NTS
CONC FILLED BOLLARD ~ FOOTINGB3 NTS
NOTE: STEEL PIPE FOR BOLLARDS SHALL CONFORM TO
ASTM A53, TYPE E OR S, GALVANIZED.
4' -0 "
3'- 0"
4' - 4"
2' 0" DIA (MIN)
NOTE: TAB PLATES MAY BE
WELDED VERTICALLY WHEN
USING BOLLARDS FOR
CABLE REINFORCING
ALONG FENCELINE.
GRADE
SURFACE
4"
6 5/8"
1' - 4" 5 14"
5 12"
5 14"
3' - 0"
TYP
5 14" 5 12"
1' -4"
5 14"
EMBED
NOTE: PLATED BOLLARD CONNECTION MUST BE
ANALYZED AND STAMPED BY A REGISTERED
ENGINEER FOR IT BE USED FOR ATFP PURPOSES.
TYP
VARIATION AT BOLLARDS
2'-6"
R3"
BOLLARD
3"
02 04
ALUMINUM BASE PLATE07
BOTTOM BEARINGD8
SHIELD ASSEMBLY WELDED05
ROTOR ASSEMBLY WELDED06power connection 110 vac03
BARRIER ASSEMBLY WELDED01
CEILING PL 16 GA CRS04
1" CROWN
8" DIAMETER- SCHEDULE
80 STEEL PIPE (FILL POST
WITH CONCRETE)
PAINT 4" WIDE
ALTERNATING
BLACK & YELLOW
STRIPES
1 1/2" TALL GROUT
WASH DOME
CONCRETE
FOOTING
LOCKING BAR TAB PLATES (IF REQUIRED)
SEE DETAIL C4 ON THIS SHEET
112" TALL GROUT
WASH DOME
PAINT 4" WIDE
ALTERNATING
BLACK & YELLOW
STRIPES.
8" DIAMETER- SCHEDULE 80
STEEL PIPE (FILL POST WITH
CONCRETE)
CONCRETE
SLAB OR DECK
PL- 58" x 1'-4" x
1'-4" GALV (TYP)
3 4" Ø GALV THREADED
RODS WITH 45 DEGREE
CHISEL POINT (TYP AT 8
LOCATIONS)
PROVIDE STANDARD SIZE
HOLES FOR 3 4" Ø THREADED
ANCHOR ROD (TYP AT
8 LOCATIONS)
PL- 58" x 1'-4" x
1'-4" GALV (TYP)
TURNSTILE NOTES
FENCE SECURITY BARRIERA3 NTS
1 3/4"
DE
TA
IL
S
GDH EAA DTB
NTS
C-515
FI
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A ut o Sa ve \A cP ub lis h_
0\ C
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E:
C
-5
D
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: T ue sd ay
, D ec em be r 0 9,
- 1
2:
pm U
SE
R
: E
AR
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W O
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D
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AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934898
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
* FIELD VERIFY. 6 14" FOR 4"Ø POSTS
PROVIDE 12" Ø
STEEL U-BOLT W/
PL (TYP OF 4 @
EACH POST). SEE
DETAIL A1/C-516
PROVIDE LOCK
WASHER & HEX
NUT (TYP)
STRIP EXPOSED THREADS AFTER
TIGHTENING NUT OR TACK WELD (TYP
EVERY 4th POST)
4" NOMINAL Ø POST (TYP)
TO DEADMAN
GROUND LEVEL
PROVIDE 3 4" Ø
STRUCTURAL
WIRE ROPE
(TYP)
1 2"
/4
(7 ) S
PA
C
ES
11 4"
4"
11 4"
1 4"
"A" CABLES
"B" CABLES
11 4"
"B" CABLES
"A" CABLES
1 2 "
1 2"
3/8" FLAT BAR, 1 1/2" WIDE;
PROVIDE HOLES AS
REQUIRED TO RECEIVE
U-BOLTS
ADJUST CABLE
HEIGHTS AS
INDICATED
WHERE CABLES
OVERLAP
CONT CABLE @
ANC POST
A
A
SECTION A - A
3/4" DIAMETER
WIRE ROPE
PROVIDE GALV. EXTRA HEAVY-DUTY WIRE ROPE
THIMBLE, EXCEPT WHERE ENCIRCLING GATE/FENCE
POST OR TURNBUCKLE EYE.
PROVIDE GALV WIRE ROPE
CABLE CLAMP (TYPICAL OF
4) W/ LOCK NUTS. USE 5
CLAMPS FOR 1" DIA WIRE
ROPE.
(TYP.)(MIN.)
ORNAMENTAL FENCE NOTE: STRIP VINYL COATING OFF WIRE
ROPE IN AREA OF CLIPS AND THIMBLE (APPROX. LAST 4'-6").
2" 5" 1'-0"
6'-0" TO 8'-0"
1 1/2" DIA GALV STEEL ROD
TO DEADMAN
5"
GROUND LEVEL
PROVIDE 3 4" Ø
GALV
STRUCTURAL
WIRE ROPE
CROSS SECTION THRU POST
11 4" 11 4"
4"
PROVIDE 12" Ø
STEEL U-BOLT W/ PL
(TYP OF 2 @ EACH
POST). SEE "FENCE
U-BOLT DETAIL"
THIS SHEET
PROVIDE LOCK
WASHER & HEX
NUT (TYP)
4" NOMINAL
Ø POST
(TYP)
STRIP EXPOSED THREADS AFTER
TIGHTENING OR TACK WELD (TYP
EVERY 4th POST)
B
B
CONT CABLE @
ANCHOR POST
OR STANDARD
LINE POST
NOTE (ALL FENCE TYPES): INSTALL SADDLE OF CLIPS ON LIVE
SIDE (AS SHOWN), SEIZE CUT END OF WIRE ROPE, AND TORQUE
NUTS PER MANUFACTURER'S RECOMMENDATIONS (TYP).
CABLE CLAMP SEE
DETAIL B2 THIS
SHEET
3/8" FLAT BAR, 1 1/2" WIDE;
PROVIDE HOLES AS
REQUIRED TO RECEIVE
U-BOLTS
SEE SEIZING
NOTE
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.
* 5 14" or 6 14"
2"Ø
12"Ø
FENCE U-BOLT DETAILA1 NTS
THREADED REGION
TYPICAL TURNBACK AND CLAMP DETAILB1 NTS
3"
5"
18" MINIMUM TURN BACK
26" MINIMUM TURNBACK FOR 1" CABLE
CABLE ANCHORAGE DETAIL @ PULL &
ANCHOR POST W/ OVERLAPPING CABLESC2 NTS
CABLE ANCHORAGE DETAIL @ PULL & ANCHOR POST
C4 NTS
DEADMAN ANCHOR RODB3 NTS
CLAMP DETAILB2 NTS
3/16"
1/4"x4"x0'-4" PL (W/ 1 516" DIA IN CENTER FOR ROD)
DE
TA
IL
S
GDH EAA DTB
NTS
C-516
FI
LE
N
AM
E:
C
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A ut o Sa ve \A cP ub lis h_
0\ C
U I-1
-C
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.d w g L
AY
O
U T
N
AM
E:
C
-5
D
ET
AI
LS
P
LO
TT
ED
: T ue sd ay
, D ec em be r 0 9,
- 1
2:
pm U
SE
R
: E
AR
R O
W O
O D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934899
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
MULTICORELINK:CUI-1786799-C-500-C-515 DETAILS
DOUBLE GATE LEAF LOCK DETAILA1 NTS
4"
2"
CL
1 2"
1 2"
2" C L
R 12"
LOCKING BAR TAB
PLATE, PL- 4" x 0'-4 12" x 12"
2" Ø HOLE FOR
LOCKING BAR
NOTE: POSTS THAT ARE
TO RECEIVE LOCKING BAR
TAB PLATES WILL NOT
REQUIRE SHOULDER NUT
EYE BOLTS, AS
FENCE/GATE CABLING
(STRUCTURAL WIRE ROPE
W/ BLACK VINYL COATING)
WILL REST ON PLATES TO
KEEP FROM SAGGING OR
SLIPPING.
(TYP)
FENCE GATE
(*) MODIFY
PLATE AS
NECESSARY TO
FIT FACE OF
POST
0"
2"
NOTE: THRU ANY PICKET W/IN 5'-0"± OF GATE
POST TO ALLOW FOR FLEXIBILITY IN CABLE WHEN
OPERATING THE GATE.
PROVIDE ROOM FOR GATE REINF TO SLIDE
GALV 1/4" or 3/8" CHAIN LANYARD (24" LONG).
SECURE TO CABLE (TYP)
5"
PROVIDE 12" Ø x 2" HOT-DIP GALV. SHOULDER NUT EYE BOLT W/ LOCK
WASHER (TYP. @ 24"± ALONG GATE LEAF FOR ORNAMENTAL).
PROVIDE 12" Ø U-BOLT W/ PL THROUGH GATE LEAF FRAME
(TYP.) SEE "GATE POST DETAIL" ABOVE.
ALIGN FOUR THIMBLES TO
ENSURE LOCKING BAR
SHAFT CAN EASILY PASS
THROUGH FOR SECURING
GATE. SEE DETAIL A5/C-517
NOTE: RIGHT SIDE NOT
SHOWN FOR CLARITY.
UPRIGHT OF GATE
LEAF FRAME (TYP)
24" ±
PROVIDE GALV EXTRA HEAVY-DUTY WIRE ROPE
THIMBLE (NOTE: LOCKING BAR NOT SHOWN)
12" Ø SHOULDER
NUT EYE BOLT
CL
GATE
OPENING
CL
CL
1" SQ FENCE
PICKET
GATE
OPENING
CL
PROVIDE CHAIN LANYARDS, SECURE TO CABLE.
4"
NOTE: ALL WELDS SHALL BE CONTINUOUS.
1 2"
14" THICK PL
12" THICK
STEEL PL
12" THICK STEEL PL
3 4" Ø HOLE FOR
PADLOCK
1 3 4" Ø GALV.
STEEL BAR
* 3 12"
316"
STEEL GATE POST
1" SQ. FENCE
PICKET
2" UPRIGHT, GATE LEAF
FRAME (TYP)
PROVIDE WIRE ROPE
CLAMP (TYP OF 4, EACH
CABLE END)
CLPROVIDE LOCKING BAR TAB PLATE,
PL- 4" x 0'-4 12" x 12".
SEE DETAIL A2 ON THIS SHEET.
PROVIDE GATE U-BOLT
TO HOLD CABLE TO GATE
UPRIGHT (TYP)
D4
3/16TYP.
PROVIDE LOCKING
BAR TAB PLATE. SEE
DETAIL A2 ON THIS
SHEET.
STEEL GATE POST
(DIMENSIONS VARY)
2" SQ. UPRIGHT, GATE LEAF FRAME (TYP.)
3 4" Ø CABLE W/ WIRE ROPE
THIMBLE (TYP.)
LOCK BAR & LOCK PL
GATE U-BOLT (TYP.)
DIRECTION OF
GATE SWING
(O
PEN)
FENCE/GATE
CABLING
TURNBACK (TYP). SEE DETAIL B1/C-516
TURNBACK (TYP). SEE
DETAIL B1/C5-16
TURNBACK (TYP). SEE DETAIL
B1/C-516
A3
4" SQ
4"
2"
1"
1/2" PL
LANDYARD CONNECT TO FENCE (TYP)
24"± LANYARD. TACK WELD TO LOCK PL AND
SECURE TO BOTTOM CABLE. TO BE USED AT
BOTTOM OF LOCK BAR
LOCK BAR & LOCK PL
W/LANYARDS TO GATE
LANYARD. TACK WELD
TO FENCE STRUCTURE
STEEL GATE POSTPICKET SWING GATE
LEAF FRAME
NOTE: SEE
DETAIL A4,
THIS SHEET
FOR BOTTOM
LOCK PL.
SECTIONA3 NTS
GATE POST DETAILD1 NTS CABLE LASHINGD2 NTS
LOCKING BAR TAB PLATE DETAILA2 NTS
LOCK PLATEA4 NTS
1 5 8"
LOCK BAR DETAILA5 NTS
PERSONNEL GATE POST DETAIL (TYP.)
B4 NTS
D4
PERSONNEL GATE POST SECTIOND4 NTS
RI
ES
MI
NI
MU
M
DE
TA
IL
S
GDH EAA DTB
NTS
C-517
FI
LE
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AM
E:
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A ut o Sa ve \A cP ub lis h_
0\ C
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pm U
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EN
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TH
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N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934900
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
TYPICAL ELEVATION OF END POST DEADMAN AND LINE POST LAYOUTA1 NTS
1. REINFORCING CABLES SHALL BE U.S. DOMESTIC MINIMUM 3/4" Ø 6x19
CLASS WIRE ROPE, REGULAR LAY, EXTRA IMPROVED PLOW STEEL (EIP),
INDEPENDENT WIRE ROPE CORE (IWRC), CLASS A CONFORMING TO ASTM
A1023 AND GALVANIZED IN ACCORDANCE WITH ASTM A475, & HAVE A
MINIMUM BREAKING STRENGTH OF 40,000 POUNDS (20 TONS). CABLES
SHALL HAVE A BLACK VINYL COATING, BUT SHALL NOT BE IMPREGNATED.
2. CABLES SHALL BE CONTINUOUS FROM DEADMAN TO DEADMAN. NO
SPLICES IN CABLE SHALL BE ALLOWED. CABLE BARRIER SHALL BE
INSTALLED BETWEEN FENCE POST AND FENCE FABRIC AS PER PLANS.
U-BOLTS SHALL BE INSTALLED PERPENDICULAR TO THE LAY OR THE
STRANDS OF THE WIRE ROPE AND SHALL BE TIGHTENED AFTER SAG IN
CABLE BARRIER HAS BEEN REMOVED. CONCRETE DEADMAN SPACING
SHALL BE AT MAXIMUM 200' INTERVALS & TURNING POINTS (EXTERNAL
CORNERS).
3. WIRE ROPE ENDS SHALL TERMINATE 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. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING
MATERIALS.
5. DEADMEN TO BE INSTALLED ON THE SECURED SIDE (INTERIOR) OF THE
FENCE; WHILE CABLES SHOULD BE INSTALLED ON THE EXTERIOR SIDE
OF POST.
6. PROVIDE NECESSARY SLACK IN CABLES (GATES ONLY) TO ALLOW FOR
FULL SWING OF ALL GATE LEAVES.
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. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1. ALL
WELD MATERIAL SHALL BE E70XX ELECTRODES.
10. STRUCTURAL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE NINTH EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION FOR
ALLOWABLE STRESS DESIGN.
11. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND SHALL HAVE A
MINIMUM YIELD STRESS OF 36000 PSI.
12. ALL STRUCTURAL STEEL MEMBERS AND HARDWARE USED IN CABLE
ANCHORING SYSTEM SHALL BE HOT-DIPPED GALVANIZED. ANY AREAS
WHERE COATING IS DAMAGED OR REMOVED SHALL BE COVERED WITH A
ZINC RICH COMPOUND.
13. TURNBUCKLES SHALL BE 114"x18", TYPE I, GALVANIZED IN ACCORDANCE
WITH ASTM F1145.
14. WIRE ROPE CLAMPS SHALL BE TYPE I, GALVANIZED, IN ACCORDANCE
WITH FS FF-C-450.
15. ALL THREADED RODS, U-BOLTS, AND BOLTS SHALL CONFORM TO ASTM
A307 AND SHALL BE INSTALLED WITH F844 WASHERS AND A563 NUTS.
ENTIRE BOLT ASSEMBLY SHALL BE GALVANIZED. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.
16. ZINC RICH COMPOUND FOR REPAIRS SHALL BE 95% METALLIC ZINC, BY
WEIGHT IN DRIED FILM; CONFORMING TO FED SPEC DOD-P-21035A &
MEETING MILITARY SPEC MIL-P-26915A. INSTALL AT LEAST TWO COATS, 4
MILS MIN TOTAL THICKNESS.
17. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF ACI 318. CONCRETE SHALL HAVE A MINIMUM 28-DAY
COMPRESSIVE STRENGTH OF 4000 PSI. THE MINIMUM CONCRETE COVER
SHALL BE 3", UNLESS OTHERWISE NOTED.
18. ALL ITEMS NOT NOTED AS "EXIST" OR "EXISTING" SHALL BE PROVIDED
AND INSTALLED UNDER THE REQUIREMENTS OF THIS CONTRACT.
19. DESIGN CRITERIA:
UFC 4-022-03 "SECURITY ENGINEERING: FENCES, GATES AND GUARD
FACILITIES"
UFC 4-022-02 "SELECTION AND APPLICATIONS OF VEHICLE BARRIERS."
20. IF CABLE REINFORCING GATES, PROVIDE EYEBOLTS TO SECURE CABLE
TO GATE PICKETS @ 24" OC & U-BOLTS TO SECURE TO GATE UPRIGHTS.
MODIFY AS NEEDED FOR OPERATION.
REINFORCING NOTES
ATTACK SIDE
PROTECTED SIDE
PULL POST (CORNER POST, END POST, OR
LAST LINE POST TO RECEIVE CABLE
REINFORCING)
LINE POST
2' -6
5"
TY
PI
C
AL
PROVIDE 3 4" Ø GALV STRUCTURAL
WIRE ROPE PER NOTE 1 (TYP)
PROVIDE MIN 18" TURNBACK.
SEE DETAIL B1 ON SHEET
C-516.
C4 C-516
ANCHOR
POST
3'-0"
BOLLARDS (PER
DETAIL B3/C-515)
MAY BE PLACED
AT END OF CABLE
REINFORCING TO
PROTECT
SECTIONS OF
FENCE THAT ARE
NOT HARDENED.
C4 C-516
TYPICAL
DEADMAN. SEE
SHEET C-519
PROVIDE CABLE ON
ATTACK SIDE OF ALL
POSTS AND FENCE UON
END OF
LINE POST
ANCHOR
POST
LINE POST
A1
PROVIDE 1.5" Ø x 6'-0"± LONG, RIGHT-HAND THREADED ROD
(GALV) SEE DETAIL B3/C-516
FOR FOOTING
DETAILS, SEE DETAIL
A1/C-519
7'-6"
BOLLARDS
1'
-0
OFFSET CONCRETE BLOCK OF DEADMAN
SYSTEM A MINIMUM DISTANCE AND ANGLE TO
AVOID CONFLICT WITH LINE POST FOUNDATION
(TYP). CONCRETE DEADMAN & POST OR
BOLLARD FOUNDATION CAN BE PLACED
MONOLITHICALLY. MAX ANGLE 45 DEGREES.
4'-0"
TYPICAL PLAN OF END POST DEADMAN AND LINE POST LAYOUTC1 NTS
DE
TA
IL
S
GDH EAA DTB
NTS
C-518
FI
LE
N
AM
E:
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A ut o Sa ve \A cP ub lis h_
0\ C
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AM
E:
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D
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: T ue sd ay
, D ec em be r 0 9,
- 1
2:
pm U
SE
R
: E
AR
R O
W O
O D
D
EP
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TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934901
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
TYPICAL ELEVATION OF DEADMAN AND LINE POST LAYOUTA1 NTS
ANCHOR POST
(OR CORNER
POST*)
PROVIDE 3 4" Ø GALV
STRUCTURAL WIRE
ROPE (TYP CABEL
REINF UON)
TY
P
5" 2'
-6
LINE POSTPULL POST
'A' CABLES
'B' CABLES
CONCRETE
DEADMAN 'A'
CONCRETE
DEADMAN 'B'
7'-6"± 7'-6"±
7'-6" 7'-6"
OFFSET CONCRETE BLOCK OF DEADMAN
SYSTEM A MINIMUM DISTANCE TO AVOID
CONFLICT WITH LINE POST (TYP).
ATTACK SIDE
PROTECTED SIDE
1' -6
PROVIDE TYPICAL
3'-0" x 3'-0" x 1'-6"
CONC DEADMAN
2' - 3 3 4"
5"
TYPICAL POST SPACING
UON
FOOTING DIA. SHALL BE 4
TIMES THE WIDTH OF THE
POST. EMBED POST 36"
INTO 42" DEEP FOOTING.
PROVIDE GALV LEFT-HAND
THREADED TURNBUCKLE
EYE END (FOR 1 14" Ø x 18"
TAKE-UP)
PROVIDE 1.25" TURN- BUCKLE
BODY WITH 18" TAKE-UP (GALV)
PROVIDE 1.25" Ø x 6'-0"± LONG, RIGHT-HAND THREADED ROD
(GALV) SEE DETAILS B3/C-516
PULL POST
6"
3' -0
3' -0
PROVIDE MIN 18" TURNBACK.
SECURE W/ (4)-WIRE ROPE
CLIPS (TYP). SEE DET
B1/C-516
C2 C-516
C2 C-516
C4 C-516
'A' CABLE 'B' CABLE
CONCRETE
DEADMAN 'B'
A1
CONCRETE DEADMAN 'A'
'B' CABLE
'A' CABLE
8'-0" TYP UON
(INTERNAL CORNER
SHOWN)
'A ' C
AB
LE
DEADMAN 'B'
'B' CABLE
ANCHOR
POST
PULL POST
DEADMAN 'B'
PULL POST
DEADMAN 'A'
[PROTECTED SIDE]
[ATTACK SIDE]
D
EAD
M
AN
'A'
DEADMAN SHOWN FOR
ILLUSTRATION ONLY. ACTUAL
DEADMAN LOCATION AS PER
SPACING REQUIREMENTS DETAILED
IN REINF NOTE 2 ON SHEET C-518
(TYP).
PROTECTED SIDE
NOTE: THERE IS NO REQUIREMENT TO
TERMINATE CABLE RUNS AROUND
INTERIOR CORNERS. THE DEADMAN
SYSTEMS SHOULD BE PLACED AS THE
SPACING DICTATES.
FENCE
PICKET
[PROTECTED SIDE]
[A
TT
AC
K
SI
D
E]
[ATTACK SIDE]
(EXTERNAL CORNER SHOWN)
3' -4
" T
YP
3' -4
" T
YP
DEADMAN MAY BE
DOUBLED IN SIZE FROM
STANDARD SIZE WHERE
APPLICABLE
1'-0"
BOLLARD
TYP
45°
TYP
PROVIDE CABLE ON ATTACK SIDE OF ALL POSTS AND FENCE UON.
8' -0
TYPICAL PLAN OF TURNING POINT POST LAYOUTA4 NTS
TYPICAL PLAN OF DEADMAN AND LINE POST LAYOUTC1 NTS
TYPICAL PLAN OF TURNING POINT POST LAYOUTA4 NTS
DE
TA
IL
S
GDH EAA DTB
NTS
C-519
FI
LE
N
AM
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A ut o Sa ve \A cP ub lis h_
0\ C
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-C
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: T ue sd ay
, D ec em be r 0 9,
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pm U
SE
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: E
AR
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D
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TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934902
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
ELEVATION - TYP CABLE REINFORCING DOUBLE FOR SWING GATEA1 NTS
GATE POST
B1* C-517
WELD HINGES TO POST AFTER
LOCATING CORRECT HEIGHT OF
GATE FOR NORMAL OPERATIONS
(TYP EACH HINGE)
A1 C-517
B1* C-517
GATE LEAFSFENCE PICKETS FENCE
PICKETS
GATE LEAF
B4 C-517
TURNBACK (TYP).
SEE DETAIL B1 ON
SHEET C-516
TURNBACK (TYP)
SEE DETAIL
B1/C-516
POST TOP
PICKET AREA
L (NOT TO SCALE)
PROVIDE CONCRETE FOOTING.
DIAMETER OF FOOTING SHALL BE
NO LESS THAN 4(X) POST
DIAMETER (TYP).
POST
TOPS
FL
AT
6" H
4" SQ POST
KEEPER
LENGTH (L) GATE POSTS (G)NOM HEIGHT (H)OPENING (F/F)
12'-0" 8'-0" 30'-0" 5 42'-3"
OVERHANG
GUIDE ROLLER ASSEMBLY
BAYS
(OMIT PICKETS)
3" NOM
ALUM TRACK
TRUCK ASSEMBLY
CABLE REINFORCING (IF
REQUIRED). PROVIDE U-BOLTS
TO SECURE TO UPRIGHTS &
EYE-BOLTS TO SECURE TO
PICKETS @ 24" OC.
2" SQ ALUM
UPRIGHT
4" SQ POST
1" x 2" ALUM
UPRIGHT
(TYP)
2" x 4" ALUM
BOTTOM RAIL
1" SQ PICKET WITH
PRESSED POINT
(TYP)
2" SQ
ALUM
UPRIGHT 2" SQ ALUM
UPRIGHT
EXTEND CABLE (IF
REQ'D) BEYOND
OVERHANG AND
WRAP/TERMINATE
AROUND FENCE
REINF. (TYP).
B4
6"
1 3/8" x 1 1/2"
U-CHANNEL
RAIL
INDUSTRIAL
DRIVE RIVET
4"
7/
8"
* NOTE: VERIFY SIZE OF OPENING WITH SITE PLANS. DIMENSIONS WILL VARY BASED
ON OPENING. DIMENSIONS ABOVE PROVIDED FOR BASELINE PURPOSES.
B5
FRAME HT
GATE OPENING (SIZE VARIES)
BAYS / OVERHANG
5(Pickets) / 2(w/o)
OPENING
TO OPEN
G FENCELINE
ALUM TRACK/ RAIL
2" SQ ALUM
UPRIGHT
2" x 4" ALUM
RAIL
INDUSTRIAL
DRIVE RIVET
WELDED
JOINT
1 3/8" x 1 1/2"
U-CHANNEL
RAIL
2" SQ ALUM
STIFFENER
ALUM
TRACK/ RAIL
POST
11" x 6" x 3/8" PLATE (MAY
VARY IF BOX FRAME)
*NOTE: SEE DETAIL D1 ON
SHEET C-517
*NOTE: SEE DETAIL D1 ON
SHEET C-517
2" SQ ALUM
UPRIGHT
ELEVATION - TYP CABLE REINFORCING SINGLE SWING GATEA3 NTS
TYPICAL SINGLE CANTILEVERED SLIDING GATE ELEVATION - (5) BAYS SHOWN
B1 NTS
GATE PLAND1 NTS
SECTION (TYP)
B4 NTS
SECTION (TYP)
B5 NTS
DE
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GDH EAA DTB
NTS
C-520
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A
B
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1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
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IE
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EN
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IN
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IN
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S
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S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
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NG
IN
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S
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M
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CO
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AN
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TL
AN
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PO
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T
CH
ER
RY
P
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NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
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N
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FO
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ID
LA
N
T D
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AL
D
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IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
15 DEC 2025
12934903
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
TYPICAL SEWER SERVICE CONNECTION
ELEVATIONA1 NOT TO SCALE
DEEP-CUT SEWER SERVICE ELEVATIONA2 NOT TO SCALE
TYPICAL IN-LINE WYEA3 NOT TO SCALE
TYPICAL PRECAST MANHOLEA4 NOT TO SCALE
TYPICAL MANHOLE OVER EXISTING
SEWER MAINC1 NOT TO SCALE
TYPICAL POLYPROPYLENE PLASTIC STEPC2 NOT TO SCALE
TYPICAL MANHOLE INVERTSC3 NOT TO SCALE
BEDDING FOR GRAVITY SEWER PIPEC4 NOT TO SCALE
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
DE
TA
IL
S
GDH EAA DTB
NTS
C-521
FI
LE
N
AM
E:
C
:\A ut oC
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0\ C
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-C
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E:
C
-5
D
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2:
pm U
SE
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: E
AR
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D
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TM
EN
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TH
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N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
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AN
D
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ID
-A
TL
AN
C
HE
RR
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PO
IN
T
CH
ER
RY
P
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NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
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O
AL
D
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IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
12934904
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
BEDDING FOR WATER MAINS AND
SEWER FORCE MAINSA1 NOT TO SCALE
AUTOMATIC AIR RELEASE VALVE - OFFSETA2 NOT TO SCALE
AUTOMATIC AIR RELEASE VALVE - DIRECTA3 NOT TO SCALE
WATER/SEWER MAIN CROSSING UNDER DITCHA4 NOT TO SCALE
WATER/SEWER MAIN CROSSING
UNDER STORM/UTILITY PIPEC1 NOT TO SCALE
WATER/SEWER MAIN OVER
STORM/UTILITY PIPEC2 NOT TO SCALE
LOWERING WATER/SEWER MAIN UNDER
A UTILITY CONFLICTC3 NOT TO SCALE
PIPE RESTRAINT CHARTSC4 NOT TO SCALE
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
HORIZONTAL & VERTICAL UP BENDS
PIPE SIZE (IN) BEND ANGLE
PIPELINE RESTRAINT
REQUIREMENT (FT)
4" 11.25° 2' 22.5° 5' 30° 6' 45° 10' 60° 14' 90° 24'
6" 11.25° 3' 22.5° 7' 30° 9' 45° 14' 60° 19' 90° 33'
8" 11.25° 4' 22.5° 9' 30° 11' 45° 18' 60° 25' 90° 43'
10" 11.25° 5' 22.5° 10' 30° 14' 45° 21' 60° 30' 90° 52'
12" 11.25° 6' 22.5° 12' 30° 16' 45° 25' 60° 35' 90° 60'
VERTICAL DOWN BENDS
PIPE SIZE (IN) BEND ANGLE
PIPELINE RESTRAINT
REQUIREMENT (FT)
4" 11.25° 4' 22.5° 8' 30° 11' 45° 17' 60° 24' 90° 41'
6" 11.25° 8' 22.5° 12' 30° 16' 45° 24' 60° 34' 90° 59'
8" 11.25° 7' 22.5° 15' 30° 20' 45° 31' 60° 44' 90° 76'
10" 11.25° 9' 22.5° 18' 30° 25' 45° 38' 60° 53' 90° 92'
12" 11.25° 11' 22.5° 21' 30° 29' 45° 44' 60° 62' 90° 107'
TEES. REDUCERS, CAPS
FITTING TYPE SIZE (IN) PIPELINE RESTRAINT
REQUIREMENT (FT)
TEE 4" 35'
6" 52' 8" 70' 10" 85' 12" 101'
REDUCER 6" X 4" 30'
8" X 6" 32' 10" X 4" 74' 10" X 6" 58' 10" X 8" 31' 12" X 4" 93' 12" X 6" 78' 12" X 10" 31'
CAP 4" 41'
6" 59' 8" 76' 10" 92' 12" 107'
DE
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NTS
C-522
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
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F
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IL
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S
EN
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IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
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TE
M
S
CO
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AN
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TL
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PO
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CH
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RY
P
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NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
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TI
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N
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ID
LA
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D
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N
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BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
12934905
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
GRAVITY SEWER CONNECTION
TO EXISTING GRAVITY SEWERC1 NOT TO SCALE
FORCE MAIN CONNECTION
TO EXISTING FORCE MAINC2 NOT TO SCALE
MANHOLE RING & COVERA1 NOT TO SCALE GRATING & SUPPORTA3 NOT TO SCALE
FORCE MAIN CONNECTION
TO EXISTING GRAVITY SEWERC3 NOT TO SCALE
1/4" MAX
1 3 /8"
"T
1/4" CLR
1 1/4" MIN
5"
L3x2x1/4 LEDGER ANGLE LLV MATERIAL
TO MATCH GRATING
1 -5/8" DIA POST-INSTALLED
ANCHOR W/ 5" MIN EMBED
@ 24" OC MAX
6" MAX FROM EA END
GRATING -SEE PLAN FOR DETAILS
1/2" DIA x 5" LONG HEADED ANCHOR OR
STRAP PLATE @ 18" OC MAX
MATERIAL TO MATCH GRATING
WELD TO ANGLE
ANGLE DEPTH AS REQD
FOR TOP OF GRATING
TO MATCH TOP OF
ADJACENT CONCRETE
NEW CONCRETE
CONT 1/4"
THICK ANGLE
MATERIAL TO
MATCH GRATING
ONLY TO BE USED AT CONT WALL ABOVE GRATING OR
AT PRE-EXISTING CONCRETE CONSTRUCTION
NOTES:
1. GRATING SIZE PER CONTRACT DOCUMENTS.
2. ALL ENDS AND OPENINGS SHALL BE BANDED, SEE SPECIFICATION.
3. ATTACH GRATING TO ALL SUPPORT ANGLES WITH BOLTED CLIPS, SPACED AT 2'-0" MAX CENTERS.
4. PROVIDE DISSIMILAR MATERIAL PROTECTION FOR ALUMINUM IN CONTACT WITH CONCRETE PER SPECIFICATION.
1 5/8"
1/4"
2"
1/4"
5/
8"
3/
8"
OUTSIDE DROP MANHOLEC4 NOT TO SCALE
SECTION B-BSECTION A-A
A
B B
A
DE
TA
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GDH EAA DTB
NTS
C-523
D
EP
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TM
EN
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TH
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N
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Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
CUI
DES DRW CHK
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
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AN
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ID
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TL
AN
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PO
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CH
ER
RY
P
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NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
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CE
NT
ER
N
AV
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TA
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N
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N
SU
BM
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TA
L
/16
/20
MCAS CHERRY PO
Approved by Sally Torgler, Deputy Director Facilities, w NSWDG, via Email.
KTB/SHHKTB/SHH
DLB
JWJ
HPN
12934906
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
WET WELL SUMP DETAILA2 NOT TO SCALE
45°
2:1 SLOPE
9' ∅ = 17"
10' ∅ = 20"
2:1 SLOPE
9' ∅ = 12"
10' ∅ = 14"
FORM CHANNEL FOR
BASE ELBOW
YARD HYDRANT DETAILC1 NOT TO SCALE
VALVE HOUSING
BELOW FROST LINE
8 CF 1/2"
DRAIN ROCK
LINE
2'x2'x6" THICK
CONCRETE PAD
(NOTE 3)
NIPPLE
3" LONG
GROUND
M
IN
1" CURB
STOP 1" K-COPPER
SUPPLY LINE
TOP OF
SLAB
SIPHON
BREAK
NOTE:
1. NON-FREEZE POST TYPE.
HOSE BIBB SHALL ACCOMODATE STANDARD
3/4" GARDEN HOSE.
MATCH DRAIN PORT SIZE PROVIDED BY
MANUFACTURER.
2.
3.
WOODFORD MODEL W34
OR APPROVED EQUAL
PIPE SUPPORT TYPE 1 DETAILC3 NOT TO SCALE
T/CONC. SLAB
A S
R E
Q U
IR
E
D
LC PIPE
4"Ø GALV. STD. PIPE
(4)-5/8"Ø CIP OR
EPOXY ANCHORS (DRILLED
& SET IN 6" EPOXY)
1" NON-SHRINK GROUT,
GALV. STEEL SHIMS
AS REQ'D
6" (MIN.)
1/4
GALV. BASE PL 5/8x9" SQ.
EQ. EQ.
ANVIL FIG. 264
(GALVANIZED) OR
APPROVED EQUAL
SECTION BYPASS RISERC2 NOT TO SCALE
DE
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GDH EAA DTB
NTS
C-524
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AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
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IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
HE
RR
Y
PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
M
ID
LA
N
T D
C C
O
AL
D
ES
IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
12934907
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
TYPICAL WATER SERVICE CONNECTIONA1 NOT TO SCALE
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
TYPICAL 2" WATER SERVICE CONNECTIONA2 NOT TO SCALE
TYPICAL FIRE HYDRANT ASSEMBLYA3 NOT TO SCALE
TYPICAL VALVE AND VALVE BOXA4 NOT TO SCALE
THRUST BLOCKING AND ANCHORING
SCHEDULEC1 NOT TO SCALE
TYPICAL THRUST COLLARC2 NOT TO SCALE
TYPICAL PIPE ENCASEMENTC3 NOT TO SCALE
PERMANENT 2" END-OF-LINE BLOW-OFFC4 NOT TO SCALE
NOTES:
1. HYDRANT SHALL BE MUELLER MODEL NO. 421, OR AMERICAN-DARLING MODEL MK73-5, 4-1/2".
2. HYDRANT SHALL BE PROVIDED WITH STANDARD NEW BERN STORZ
CONNECTION ON THE PLUMPER NOZZLE.
3. HYDRANTS SHALL BE SET EITHER 6' CLEAR TO EDGE OF PAVEMENT OR 4' CLEAR FACE OF CURB.
4. TOP OF HYDRANT MAY NOT EXCEED 30" IN AREAS SUBJECT TO AIRCRAFT MOVEMENTS TO INCLUDE
TAXIWAY AND TOWWAY. REFER TO UTILITY PLAN FOR ADDITIONAL INFORMATION.
DE
TA
IL
S
GDH EAA DTB
NTS
C-525
FI
LE
N
AM
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E:
C
-5
D
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AI
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: T ue sd ay
, D ec em be r 0 9,
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2:
pm U
SE
R
: E
AR
R O
W O
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D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 4 5
A
B
C
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
D
FOR COMMANDER NAVFAC
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
C
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RR
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PO
IN
T
CH
ER
RY
P
OI
NT
N40085-20-F-4290
FY
M
CO
N
P-
F-
S
US
TA
IN
M
EN
T
CE
NT
ER
N
AV
AL
S
TA
TI
O N
N
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T D
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SU
BM
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TA
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/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
12934908
APPROVED BY ERIK LEWIS, INFRASTRUCTURE
ENG. BRANCH HEAD WITH FRCE
12/16/2025
NEW BERN
N ORTHCA ROLIN A
NEW BERN
N ORTHCA ROLIN A
TYPICAL RESTRAINED END CAPA1 NOT TO SCALE
TYPICAL TAPPING SADDLEA2 NOT TO SCALE
TYPICAL 2" WATER MAIN CONNECTIONA3 NOT TO SCALE
STRAP DETAILA4 NOT TO SCALE
PIPE TRENCH DETAIL CLASS CC1 NOT TO SCALE
PIPE TRENCH DETAIL CLASS DC2 NOT TO SCALE
CONCRETE PENETRATIONC4 NOT TO SCALE
NEW BERN
N ORTHCA ROLIN A
CL
60° 60°
TOS EL
SEE PLANS
PIPE EL
SEE PLANS
3x3/8 STRAP PLATE
RADIUS OF BEND FOR
STRAP TO BE PIPE OD/2
+ 1/2"
STEEL PIPE-SEE PLANS
1/4" NEOPRENE PAD 60
DURAMETER, WIDTH = "W"
3/8" SADDLE PLATE
3/8" STIFFENER PLATE
3/8" BASE PLATE
3/4" DIA A325N BOLT
3/8" WEB PLATE
8-3/4" DIA A325N BOLTS
BEAM
BOTTOM OF PIPE
OMA-40 05
07 1
3"
EQ EQ 4"
STEEL PIPE
SLEEVE, SIZED
BY MFR
MODULAR
MECHANICAL SEAL
(TYP OF 2)
NOTES:
1. LOCATE BOLT HEADS ON ACCESSIBLE SIDE OF PENETRATION.
2. PROVIDE ONE MODULAR WALL SEAL AT WET-TO-WET PENETRATIONS
AND TWO MODULAR WALL SEALS AT WET-TO-DRY PENETRATIONS.
3. FOR EXISTING WALL OMIT PIPE SLEEVE. COREDRILL AS REQUIRED FOR
PASSING PIPE AND MODULAR WALL SEAL ASSEMBLY.
PASSING PIPE, SIZES
4 INCH AND LARGER
MODULAR SEAL
NUTS, BOLTS,
WASHERS AND
ANCILLIARY
HARDWARE TO
BE 316 SST
WEEP RING
PAVEMENT REPAIR DETAILC3 NOT TO SCALE
EXISTING ASPHALT,
ABC OR BACKFILL
EXISTING
SUBGRADE
EXISTING
PAVEMENT
NOTES:
1. IF NCDOT, USE ABC STONE. OTHERWISE, USE COMPACTED BACKFILL.
2. THE FINAL 12" OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED
TO A DENSITY EQUAL TO 100% OF THAT OBTAINED BY COMPACTING A
SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS
MODIFIED BY NCDOT.
3. SHORING REQUIRED IN ACCORDANCE WITH OSHA STANDARDS PART 1926,
SUBPART P.
4. ALL CONCRETE AND ASPHALT PAVEMENT, INCLUDING DRIVEWAYS, TO BE
SAW-CUT A MINIMUM DEPTH OF 3".
5. WHEN PAVEMENT REPAIR IS ADJACENT TO THE CURB, SAW-CUT MUST
BE 2' FROM LIP OF CURB.
6. 12" MINIMUM CUT OUTSIDE TRENCH IS REQUIRED FOR SLOPED WALLS.
7. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.
8. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE
REINSTALLED, BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 3".
9. THE ASPHALT MATERIAL SHALL BE INSTALLED AND COMPACTED
THOROUGHLY AND ROLLED WITH A SMOOTH DRUM ROLLER TO ACHIEVE
A SMOOTH, LEVEL PATCH.
SAW-CUT AND TACK COAT
SEE NOTE 1
FOR MATERIAL
DE
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NTS
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1 2 3 4 5
1 2 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
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DRAWFORM REVISION: 25 AUGUST 2020
SEAL
A/E INFO
OF
EPROJECT NO.:
CU
I
CUI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
DES DRW CHK
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
HDR ENGINEERING INC.
440 S. CHURCH STREET, SUITE 1200
CHARLOTTE, NC 28202
TEL (704)338-6700
SY
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SC
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PT
IO
N
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PR
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FOR COMMANDER NAVFAC
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PO
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N40085-20-F-4290
FY
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ID
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T D
C C
O
AL
D
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IG
N
SU
BM
IT
TA
L
/16
/20
KTB/SHHKTB/SHH
DLB
JWJ
HPN
Approved by Sally Torgler, Deputy Director Facilities, with NSWDG, via Email.
12934909
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