Amendment 07 - Ad_0008_Drawings_04.01.2025.pdf
PDF 14 MB Posted
- Solicitation number
- W9128F25R0014
About this file
This document is a set of detailed electrical engineering drawings for the USDA Dairy Forage Research Center (DFRC) project, focusing specifically on electrical power and lighting plans for various building areas. The drawings include comprehensive electrical schedules, panel layouts, service and distribution elevations, and lighting fixture details for multiple building sections such as B1, B2, B3, B5, B6, and B7, covering areas like Special Needs and Maternity, Advanced Animal Nutrition, Conventional Freestall Area, Robotic Milking Freestall Area, and Calf Barn.
The electrical drawings provide intricate technical specifications including panel configurations, voltage specifications, amperage ratings, circuit details, and lighting fixture schedules. Key electrical components include multiple distribution panels (e.g., EPB1, EPB2, EPB5, EPB6, EPB7, EPB9) with varying voltage configurations (120/208V and 277/480V), main breaker ratings, and detailed load calculations. The drawings also feature specific mounting details for light fixtures, cable tray installations, and power pole configurations, indicating a highly structured and methodical approach to the electrical infrastructure design for this comprehensive research facility.
View the file
Other files
Show 40 more
50 files listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
6"
2'
8"
3' 6"
4"
4" DIA GATE POST
LW-2
2" 12 GA. RAIL 4" DIA GATE POST
4" CONCRETE WATERER PAD
2' - 6"
2' - 7"
T-CLAMP
2' 9"
1' - 0"
1' 0"
FROM INSIDE (PEN SIDE) GRAVEL BASE
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B 7.
rv t
2/ /2 :4 0:
A M
Q-501-B7
EQ
U
IP
M
EN
T D
ET
AI
LS
AR
EA
B
- C
AL
F
BA
R N
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NORTH
KEY PLAN
B7
G7-32 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A W F E TWIN GATE LATCH W/ CHAIN G7-31 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A E F W TWIN GATE LATCH W/ CHAIN G7-30 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A W F E TWIN GATE LATCH W/ CHAIN G7-29 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A E F W TWIN GATE LATCH W/ CHAIN G7-28 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A W F E TWIN GATE LATCH W/ CHAIN G7-27 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A E F W TWIN GATE LATCH W/ CHAIN G7-26 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A W F E TWIN GATE LATCH W/ CHAIN G7-25 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A E F W TWIN GATE LATCH W/ CHAIN
G7-24 BEDDED PEN E 14'-8" 14'-3" 38" 2" 46" 6'-10" 4" A N C S
G7-23 BEDDED PEN E 11'-1" 10'-4" 38" 2" 46" 6'-10" 4" A N C S
G7-22 BEDDED PEN E 14'-8" 14'-3" 38" 2" 46" 6'-10" 4" A N C S
G7-21 BEDDED PEN E 11'-1" 10'-4" 38" 2" 46" 6'-10" 4" A N C S
G7-20 HEADGATE E 2'-7" 2'-3" 38" 2" 46" 6'-10" 4" A S A --
G7-19 HEADGATE E 2'-7" 2'-3" 38" 2" 46" 6'-10" 4" A S A --
G7-18 HEADGATE E 2'-7" 2'-3" 38" 2" 46" 6'-10" 4" A S A --
G7-17 HEADGATE E 2'-7" 2'-3" 38" 2" 46" 6'-10" 4" A S A --
G7-16 HEADGATE E 2'-7" 2'-3" 38" 2" 46" 6'-10" 4" A N A --
G7-15 HEADGATE E 2'-7" 2'-3" 38" 2" 46" 6'-10" 4" A N A --
G7-14 HEADGATE E 2'-7" 2'-3" 38" 2" 46" 6'-10" 4" A N A --
G7-13 HEADGATE E 2'-7" 2'-3" 38" 2" 46" 6'-10" 4" A N A --
G7-12 BEDDED PEN E 14'-8" 14'-3" 38" 2" 46" 6'-10" 4" A S C N
G7-11 BEDDED PEN E 11'-1" 10'-4" 38" 2" 46" 6'-10" 4" A S C N
G7-10 BEDDED PEN E 14'-8" 14'-3" 38" 2" 46" 6'-10" 4" A S C N
G7-9 BEDDED PEN E 11'-1" 10'-4" 38" 2" 46" 6'-10" 4" A S C N
G7-8 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A W F E TWIN GATE LATCH W/ CHAIN G7-7 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A E F W TWIN GATE LATCH W/ CHAIN G7-6 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A W F E TWIN GATE LATCH W/ CHAIN G7-5 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A E F W TWIN GATE LATCH W/ CHAIN G7-4 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A W F E TWIN GATE LATCH W/ CHAIN G7-3 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A E F W TWIN GATE LATCH W/ CHAIN G7-2 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A W F E TWIN GATE LATCH W/ CHAIN G7-1 BEDDED PEN/DROVER LANE E 15'-8" 7'-6" 38" 2" 46" 6'-10" 4" A E F W TWIN GATE LATCH W/ CHAIN
GATE
MARK LOCATION TYPE
OPENING
(INSIDE OF POST TO
INSIDE OF POST)
LENGTH HEIGHT SIZE DETAIL
TOP
ELEVATION ABOVE
FLOOR/CURB
POST
LENGTH
POST
DIAMETE
R
HINGE
TYPE
HINGE
POSITION
LATCH
TYPE
LATCH
POSITION REMARKS
GATE HINGE POST HINGE LATCH
GATE SCHEDULE
1" 1'-0"2
PANEL TYPE B - WATER TANK FENCE
DETAIL
3/4" 1'-0"1 PANEL TYPE C
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E
M
AR
K
D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S _M
EP
-B 7.
rv t
2/ /2 :3 9:
A M
Q-601-B7
EQ
U
IP
M
EN
T
SC
H
ED
U
LE
S
- A R
EA
B
- C
AL
F
BA
R N
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NORTH
KEY PLAN
B7
P7-24 WEST PEN G 7'-6" 38" 2" 46" 6'-10" 4"
P7-23 WEST PEN G 7'-6" 38" 2" 46" 6'-10" 4"
P7-22 CENTER ALLEY C 10'-4" 32" 2" 34" 5'-10" 2"
P7-21 CENTER ALLEY/WATER TANK G 2'-9" 32" 2" 34" 5'-10" 4"
P7-20 WATER TANK B 3'-7" SINGLE RAIL 2" 34" 5'-10" 4"
P7-19 CENTER ALLEY/WATER TANK G 2'-9" 32" 2" 34" 5'-10" 4"
P7-18 CENTER ALLEY C 10'-4" 32" 2" 34" 5'-10" 2"
P7-17 CENTER ALLEY C 10'-4" 32" 2" 34" 5'-10" 2"
P7-16 CENTER ALLEY/WATER TANK G 2'-9" 32" 2" 34" 5'-10" 4"
P7-15 WATER TANK B 3'-7" SINGLE RAIL 2" 34" 5'-10" 4"
P7-14 CENTER ALLEY/WATER TANK G 2'-9" 32" 2" 34" 5'-10" 4"
P7-13 CENTER ALLEY C 10'-4" 32" 2" 34" 5'-10" 2"
P7-12 CENTER ALLEY C 10'-4" 32" 2" 34" 5'-10" 2"
P7-11 CENTER ALLEY/WATER TANK G 2'-9" 32" 2" 34" 5'-10" 4"
P7-10 WATER TANK B 3'-7" SINGLE RAIL 2" 34" 5'-10" 4"
P7-9 CENTER ALLEY/WATER TANK G 2'-9" 32" 2" 34" 5'-10" 4"
P7-8 CENTER ALLEY C 10'-4" 32" 2" 34" 5'-10" 2"
P7-7 CENTER ALLEY C 10'-4" 32" 2" 34" 5'-10" 2"
P7-6 CENTER ALLEY/WATER TANK G 2'-9" 32" 2" 34" 5'-10" 4"
P7-5 WATER TANK B 3'-7" SINGLE RAIL 2" 34" 5'-10" 4"
P7-4 CENTER ALLEY/WATER TANK G 2'-9" 32" 2" 34" 5'-10" 4"
P7-3 CENTER ALLEY C 10'-4" 32" 2" 34" 5'-10" 2"
P7-2 WEST PEN G 7'-6" 38" 2" 46" 6'-10" 4"
P7-1 WEST PEN G 7'-6" 38" 2" 46" 6'-10" 4"
PANEL
MARK LOCATION TYPE
OPENING
(CENTER LINE OF
POST/COLUMN TO CENTER
LINE OF POST/COLUMN)
HEIGHT SIZE DETAIL
TOP
ELEVATION ABOVE
FLOOR/CURB
POST
LENGTH
POST
DIAMETER REMARKS
PANEL POST
PANEL SCHEDULE
C-2L 140'-11"x8'-0" BOTTOM UNINSULATED CURTAIN OPENS UP A CENTER C-2H 140'-11"x6'-0" TOP UNINSULATED CURTAIN OPENS UP A CENTER C-1L 140'-11"x8'-0" BOTTOM UNINSULATED CURTAIN OPENS UP A CENTER C-1H 140'-11"x6'-0" TOP UNINSULATED CURTAIN OPENS UP A CENTER
TYPE POSITION
MARK SIZE SIDEWALL
POSITION TYPE OPERATING
DIRECTION
OPERATOR REMARKS
CURTAIN SCHEDULE
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
LENGTH - SEE SCHEDULE
WELD
WELD
RUST SHIELD (TYP)
4" DIA GATE POST
1' 1/ 2"
1' 1/ 2"
3' 2"
GALVANIZED STEEL TUBE 4 RAIL GATE.
INSTALL TOP OF GATE LEVEL WITH TOP OF
HINGE POST UNLESS OTHERWISE NOTED.
GALVANIZED STEEL POST WITH WELDED
OR DRIVE ON END CAP. POST TO BE
SCHEDULE 40 PIPE UNLESS OTHERWISE
NOTED. NOMINAL PIPE SIZE AS PER SCHEDULE.
POST HEIGHT
PER SCHEDULE
RUST SHIELD (TYP.)
LENGTH - SEE SCHEDULE
HINGE BRACKET
HINGE BRACKET
RUST SHIELD (TYP.)
1 3/4"
CHAIN WELDED TO GATE
AND LATCHED. CHAIN WRAPPED
AROUND ADJOINING GATE
CHAIN WELDED TO
GATE AND LATCHED
RUST SHIELD (TYP.)
SELF-LATCH
CHAIN WELDED TO
GATE AND LATCHED
RUST SHIELD (TYP.)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B 7.
rv t
2/ /2 :3 9:
A M
Q-602-B7
EQ
U
IP
M
EN
T D
ET
AI
LS
AR
EA
B
- C
AL
F
BA
R N
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NTS2 Q-PANEL TYPE G
NTS4 GATE TYPE E
NTS3 HINGE TYPE A
NTS5 Q-LATCH TYPE F
NTS1 LATCH TYPE C
NORTH
KEY PLAN
B7
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
3/4" 1'-0"6 LATCH TYPE A
LED LIGHT FIXTURE
4" JUNCTION BOX
MC CABLE
26 GA METAL LINER OR
1/2" PLYWOOD WITH FRP
LAMINATE
SECURE TO STRUCTURE PER
MANUFACTURERS PRINTED
INSTRUCTIONS
LED LIGHT FIXTURE
4" JUNCTION BOX
SO CORD
MOUNTING CHAIN
3/8" STAINLESS STEEL EYE BOLT
PRE-ENGINEERED METAL BUILDING
STRUCTURE OR 26 GA METAL LINER
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E
M
AR
K
D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S _M
EP
-B 9.
rv t
2/ /2 3:
:4
PM
E-501-B9
LI
G H
TI
N G S C H
ED
U
LE
A N D D
ET
AI
LS
AR
EA
B
FE
ED
M
IX
IN
G C
EN
TE
R
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
L4 B15 Front Exterior wall pack LED 70 ND 120V/3P L3 Exterior Door Entrances Exterior wall pack LED 41 ND 120V/3P
L2 Office B9-102 Dust-proof, water-tight, reinforced fiberglass body LED 120 Full Dimming 120V/3P
L1 Feed Center B-100 Dust-proof, water-tight, reinforced fiberglass body LED 120 Full Dimming 120V/3P
Mark Location Description Manufacturer Model Lamp Wattage (Nominal) Driver Type Electrical Data Acceptable Manufactureres Notes
Lighting Fixture Schedule
TH-1 MOLASSESS TANK EMERSSION
HEATER EPB9-21,23 208/1 (10KW) NF NEMA 3R LOCAL
THERMOSTAT LOCATE DISCONNECT AT TANK
PUMP-1 MOLASSES PUMP EPB9-20,22 208/1 5 NF NEMA 3R SWITCH LOCATE DISCONNECT AT TANK HM-1 HAMMER MILL EPB9S1-19,21,23 480/3 25 NF NEMA 4x SWITCH MS-1 MINI SPLIT EPB9-4,6 208/1 1 NF NEMA 4x THERMOSTAT OH-4 OVERHEAD DOOR EPB9F-13,15 208/1 3/4 NF NEMA 4x PUSH BUTTON CONTROL ON BOTH SIDES OF DOOR OH-3 OVERHEAD DOOR EPB9F-13,15 208/1 3/4 NF NEMA 4x PUSH BUTTON CONTROL ON BOTH SIDES OF DOOR OH-2 OVERHEAD DOOR EPB9-5,7 208/1 3/4 NF NEMA 4x PUSH BUTTON CONTROL ON BOTH SIDES OF DOOR OH-1 OVERHEAD DOOR EPB9-5,7 208/1 3/4 NF NEMA 4x PUSH BUTTON CONTROL ON BOTH SIDES OF DOOR APU-1 AIR POWER UNIT EPB9S1-8,10,12 480/3 10 NF NEMA 4x SWITCH CL-1 COOLER EPB9S1-13,15,17 480/3 10 NF NEMA 4x B-1 BLOWER/DRYER EPB9S1-14,16,18 480/3 15 NF NEMA 4x SWITCH GS-1 GRAIN SPREADER EPB9-8,10 208/1 1/2 NF NEMA 4x SWITCH EF-2 FAN EPB9-9,11 208/1 1/4 NF NEMA 4x SWITCH EF-1 FAN EPB9-9,11 208/1 1/4 NF NEMA 4x SWITCH A-2 CORN FILL AUGER EPB9S1-2,4,6 480/3 7.5 NF NEMA 4x SWITCH A-1 BIN FILL AUGER EPB9S1-1,3,5 480/3 7.5 NF NEMA 4x SWITCH IBD-12 INGREDIENT BIN DISCHARGE EPB9S2F-14,16,18 208/1 7.5 NF NEMA 4x SWITCH IBD-11 INGREDIENT BIN DISCHARGE EPB9S2F-14,16,18 208/1 7.5 NF NEMA 4x SWITCH IBD-10 INGREDIENT BIN DISCHARGE EPB9S2F-13,15,17 208/1 7.5 NF NEMA 4x SWITCH IBD-9 INGREDIENT BIN DISCHARGE EPB9S2F-13,15,17 208/1 7.5 NF NEMA 4x SWITCH IBD-8 INGREDIENT BIN DISCHARGE EPB9S2F-8,10,12 208/1 7.5 NF NEMA 4x SWITCH IBD-7 INGREDIENT BIN DISCHARGE EPB9S2F-8,10,12 208/1 7.5 NF NEMA 4x SWITCH IBD-6 INGREDIENT BIN DISCHARGE EPB9S2F-7,9,11 208/1 7.5 NF NEMA 4x SWITCH IBD-5 INGREDIENT BIN DISCHARGE EPB9S2F-7,9,11 208/1 7.5 NF NEMA 4x SWITCH IBD-4 INGREDIENT BIN DISCHARGE EPB9S2F-2,4,6 208/1 7.5 NF NEMA 4x SWITCH IBD-3 INGREDIENT BIN DISCHARGE EPB9S2F-2,4,6 208/1 7.5 NF NEMA 4x SWITCH IBD-2 INGREDIENT BIN DISCHARGE EPB9S2F-1,3,5 208/1 7.5 NF NEMA 4x SWITCH IBD-1 INGREDIENT BIN DISCHARGE EPB9S2F-1,3,5 208/1 7.5 NF NEMA 4x SWITCH AL-2 AIR LOCK EPB9-14 208/1 1 NF NEMA 4x SWITCH AL-1 AIR LOCK EPB9-14 208/1 1 NF NEMA 4x SWITCH D-7 DIVERTER EPB9-17 120/1 (180) NF NEMA 4x SWITCH D-6 DIVERTER EPB9-17 120/1 (180) NF NEMA 4x SWITCH D-5 DIVERTER EPB9-17 120/1 (180) NF NEMA 4x SWITCH D-4 DIVERTER EPB9-17 120/1 (180) NF NEMA 4x SWITCH D-3 DIVERTER EPB9-17 120/1 (180) NF NEMA 4x SWITCH D-2 DIVERTER EPB9-17 120/1 (180) NF NEMA 4x SWITCH D-1 DIVERTER EPB9-17 120/1 (180) NF NEMA 4x SWITCH
TYPE ENCLOSUREMARK DESCRIPTION
PANEL AND
CIRCUIT NO.
VOLTAGE/
PHASE HP (KW)
DISCONNECT
CONTROL REMARKS
EQUIPMENT CONNECTION SCHEDULE-B9
NTS1 LIGHT FIXTURE MOUNTING DETAIL
NTS2
LIGHT FIXTURE MOUNTING DETAIL (WITH
CHAIN)
NORTH
KEY PLAN
B9
R
TA
/0 8/
AD
D
EN
D U M
/0 2/
AD
D
EN
D U M
/2 5/
KEYNOTES:
BID OPTION 7: DO NOT INSTALL LIGHT
FIXTURES
RFI 11150288
RFI 11150290
RFI 11150299
PANEL EPB9S1
400A 480V
42 SPACES
150A 480V
ATS
(SERVES PANEL
EPB9)
PANEL EPB9S2F
225A 277/480V
30 SPACES 112.5 KVA
480V P TO 208V S
TRANSFORMER
PANEL EPB9
225A 120/208V
30 SPACES
FROM SITE
12" TROUGH
8 - 3/0, 1 - #4 (G) 2" C
FROM EMERGENCY
GENERATOR
4 - 3/0, 1 - #6 (G) 2" C
4 - 3/0, 1 - #6 (G) 2" C
MAIN DISTRIBUTION
PANEL
PA
N
EL
H
EI
G H T
6' 0" M
AX
IM
U M
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B 9.
rv t
2/ /2 3:
:3
PM
E-601-B9
O N E
LI
N E D
IA
G R
AM
A N D P
AN
EL
S C H
ED
U
LE
S
AR
EA
B
- F
EE
D M
IX
IN
G C
EN
TE
R
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
Notes:
Total Estimated Demand Current: 328 Total Connected Current: 324 Total Estimated Demand: 272650 Total Connected Load: 269000
Subpanel 174500 100% 174500 Motor 79900 100% 79900
LM 14600 125% 18250
Load... Connected Load Demand Factor Estimated Demand Panel Totals
Total Load: 281.0 281.0 281.0
233.6 233.6 233.6
41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 --- --- --- --- 126 48.5 --- --- --- --- 24 21 --- --- --- --- 126 48.5 --- --- --- --- 22
19 3/0 EPB9S2F 150 3 126 48.5 3 100 EPB9 1/0 20 1
17 --- --- --- --- 11.6 17.5 --- --- --- --- 18 15 --- --- --- --- 11.6 17.5 --- --- --- --- 16 13 6 Hammer Mill 30 3 11.6 17.5 3 50 Blower/Dryer 4 14 11 --- --- --- --- 9.2 11.6 --- --- --- --- 12 9 --- --- --- --- 9.2 11.6 --- --- --- --- 10 7 6 Corn Fill Auger 30 3 9.2 11.6 3 30 Air Power Unit 6 8 5 9.2 --- --- --- --- 6 3 9.2 --- --- --- --- 4 1 9.2 3 30 Bin Fill Auger 6 2
Key Note CKT Feeder Load Name Trip Rating Poles A (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note
Enclosure: Type 1 MCB Rating: 400A Mounting: Surface Wires: 4 Mains Rating: 300A
Supply From: Panel GDP Phases: 3 Mains Type:
Location: B9-100 Volts: 277/480V AIC Rating: 35 kaic
Panel: EPB9S1
Notes:
Total Estimated Demand Current: 152 Total Connected Current: 146 Total Estimated Demand: 125975 Total Connected Load: 121400
M 103100 100% 103100
LM 18300 125% 22875
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 146.0 146.0 146.0 Total Load: 121.4 121.4 121.4
59 60 57 58 55 56 53 54 51 52 49 50 47 48 45 46 43 44 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 --- --- --- --- 11.6 24 21 --- --- --- --- 11.6 22 19 6 Freezer 30 3 11.6 20 17 --- --- --- --- 18.3 18.3 --- --- --- --- 18 15 --- --- --- --- 18.3 18.3 --- --- --- --- 16
13 3 Ingredient Bin Discharge 50 3 18.3 18.3 3 50 Ingredient Bin
Discharge 3 14
11 --- --- --- --- 18.3 18.3 --- --- --- --- 12 9 --- --- --- --- 18.3 18.3 --- --- --- --- 10
7 3 Ingredient Bin Discharge 50 3 18.3 18.3 3 50 Ingredient Bin
Discharge 3 8
5 --- --- --- --- 18.3 18.3 --- --- --- --- 6 3 --- --- --- --- 18.3 18.3 --- --- --- --- 4
1 3 Ingredient Bin Discharge 50 3 18.3 18.3 3 50 Ingredient Bin
Discharge 3 2
Key Note CKT Feeder Load Name Trip Rating Poles A (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note
Enclosure: Type 1 MCB Rating: 200A Mounting: Surface Wires: 4 Mains Rating: 225A
Supply From: Panel EPB9S1 Through ATS Phases: 3 Mains Type:
Location: B9-100 Volts: 277/480 Wye AIC Rating: 35 kaic
Panel: EPB9S2F
Notes:
Total Estimated Demand Current: 135 Total Connected Current: 131 Total Estimated Demand: 48475 Total Connected Load: 47200
M 30100 100% 30100
LM 1700 125% 2125
Receptacles 12000 100% 12000 Lighting 3400 125% 4250 Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 76.9 88.3 76.9 Total Load: 27.7 31.8 27.7
59 60 57 58 55 56 53 54 51 52 49 50 47 48 45 46 43 44 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 --- --- --- --- 10 24 21 8 Molasses Heater 40 2 10 3.5 --- --- --- --- 22 19 10 Scale 20 1 1.6 3.5 2 30 Molasses Pump 10 20
17 10 Diverters 20 1
1.6 0.2
1 20 Fire Alarm Control Panel 12 18
15 --- --- --- --- 2.5 1.7 1 20 Lights 10 16 13 10 Overhead Doors 20 2 2.5 4.1 --- --- --- --- 14 11 --- --- --- --- 1.7 4.1 2 30 Air Locks 8 12 9 10 Fans 20 2 1.7 0.9 --- --- --- --- 10 7 --- --- --- --- 2.5 0.9 2 20 Grain Spreader 12 8 5 10 Overhead Doors 20 2 2.5 14.1 --- --- --- --- 6 3 12 Receptacles 20 1 0.9 14.1 2 50 Mini Split 4 4 1 10 Lights 20 1 1.7 0.9 1 20 Receptacles 12 2
Key Note CKT Feeder Load Name Trip Rating Poles A (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note
Enclosure: Type 1 MCB Rating: 200A Mounting: Surface Wires: 4 Mains Rating: 225A
Supply From: Panel EPB9S1 Phases: 1 Mains Type:
Location: B9-100 Volts: 120/208 AIC Rating: 22 kaic
Panel: EPB9
3/4" 1'-0"1
SERVICE AND DISTRIBUTION ELEVATION -
B9 NORTH
KEY PLAN
B9
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
RFI 11150288
RFI 1115085
RFI 1115085 8
RFI 1115085
KEY NOTES:
THROUGH ATS
RFI 11150309
RFI 11150309
RFI 11150309
RFI 11150309
RFI 11150321
HINGE BRACKET
RUST SHIELD (TYP.)
1 3/4"
HINGE BRACKET
HINGE BRACKET
WALL
CHAIN WELDED TO GATE AND
LATCHED
RUST SHIELD (TYP.)
CHAIN WELDED TO GATE AND
LATCHED CHAIN WRAPPED
AROUND ADJOINING GATE
CHAIN WELDED TO
GATE AND LATCHED
RUST SHIELD (TYP.)
SELF-LATCH
SELF-LATCH
WALL
CHAIN WELDED TO
GATE AND LATCHED
RUST SHIELD (TYP.)
SELF-LATCH
CHAIN WELDED TO GATE
AND LATCHED. CHAIN WRAPPED
AROUND ADJOINING GATE
SLIDING LATCH
GALVANIZED STEEL TUBE 6 RAIL GATE.
INSTALL TOP OF GATE LEVEL WITH TOP OF
HINGE POST UNLESS OTHERWISE NOTED.
GALVANIZED STEEL POST WITH WELDED
OR DRIVE ON END CAP. POST TO BE
SCHEDULE 40 PIPE UNLESS OTHERWISE
NOTED. NOMINAL PIPE SIZE AS PER SCHEDULE.
POST HEIGHT
PER SCHEDULE
RUST SHIELD (TYP.)
LENGTH - SEE SCHEDULE
RFI 11161550
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B 1.
rv t
2/ /2 1:
:2
PM
Q-601-B1
EQ
U
IP
M
EN
T
SC
H
ED
U
LE
S
- A
R
EA
B
- A
IR
EM
IS
SI
O N S
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A, D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
1/2" 1'-0"L11 Q-HINGE TYPE A
1/2" 1'-0"H15 Q-HINGE TYPE D
1/2" 1'-0"E11 Q-LATCH TYPE A
1/2" 1'-0"E15 Q-LATCH TYPE B
1/2" 1'-0"B11 Q-LATCH TYPE C
1/2" 1'-0"B15 Q-LATCH TYPE D
G1-9 COW/WORKERCIRCULATION A 5'-10" 5'-3" 48" 2" 62" 8'-2" 4" A E C W
G1-8 COW/WORKERCIRCULATION A 7'-4" 7'-0" 48" 2" 62" 8'-2" 4" D S C W
G1-7 COW/WORKERCIRCULATION A 8'-3" 8'-3" 48" 2" 62" -- -- D S E S
G1-6 COW/WORKERCIRCULATION A 5'-3" 4'-8" 48" 2" 62" 8'-2" 4" A W C E
G1-5 COW/WORKERCIRCULATION A 7'-7" 7'-0" 48" 2" 62" 8'-2" 4" A S A --
G1-4 COW/WORKERCIRCULATION A 8'-0" 7'-4" 48" 2" 62" -- -- D N A --
G1-3 COW/WORKERCIRCULATION A 8'-0" 7'-4" 48" 2" 62" -- -- D N A --
G1-2 COW/WORKERCIRCULATION A 8'-0" 7'-4" 48" 2" 62" -- -- D N A --
G1-1 COW/WORKERCIRCULATION A 8'-0" 7'-4" 48" 2" 62" -- -- D N A --
GATE
MARK LOCATION TYP
E
OPENING
(INSIDE OF POST TO
INSIDE OF POST)
LENGTH HEIGHT SIZE DETAIL
TOP
ELEVATION
ABOVE FLOOR
HINGE
POST
LENGTH
POST
DIAMETER
HINGE
TYPE
HINGE
POSITION
LATCH
TYPE
LATCH
POSITION REMARKS
GATE POST HINGE LATCH
GATE SCHEDULE
1/2" 1'-0"1 Q-LATCH TYPE E
1/2" 1'-0"2 Q-LATCH TYPE F
1/2" 1'-0"3 Q-GATE TYPE A
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
6' MATTRESS (3.5" THICK)
TIE STALL
RUST SHIELD
8" EMBEDMENT
FEED
MANGERTO
P O F M
AT
TR
ES
S
TO
T O P O F
TI
E
ST
AL
L
4' 0"
CURB
GRATE
(18" CLEAR)
1' - 9" GRATE
FLUSH FLUME
CONCRETE
6' - 1"
3/4" DIA WATER LINE
SEE LW-1 DETAIL
1"
MATTRESS CLIP
1" DIA. WATER LINE
WITH 4 BOLT CLAMP
HEAD RAIL WITH
4 BOLT CLAMP
WATER BOWL
ATTACH TO TIE STALL
5/8" POLYBOARD
BOARD DIVIDER
7" 4"
4"
1/ 2"
T.
O . W
AT
ER
B O W L
1' 6"
TOP OF MATTRESS
1' - 6"
CURVED PIPE
FOR "Y" CHAIN
VERTICAL SUPPORT
NOTE: WATER VALVE AND METER
BOX NOT SHOWN FOR CLARITY
1/4" THICK BY 36"
TROWLED ON EPOXY
GALVANIZED STEEL TUBE 6 RAIL GATE.
INSTALL TOP OF GATE LEVEL WITH TOP OF
HINGE POST UNLESS OTHERWISE NOTED.
GALVANIZED STEEL POST WITH WELDED
OR DRIVE ON END CAP. POST TO BE
SCHEDULE 40 PIPE UNLESS OTHERWISE
NOTED. NOMINAL PIPE SIZE AS PER SCHEDULE.POST HEIGHT
PER SCHEDULE
RUST SHIELD (TYP.)
LENGTH - SEE SCHEDULE
RFI 11161550
HINGE BRACKET
HINGE BRACKET
RUST SHIELD (TYP.)
1 3/4"
HINGE BRACKET
HINGE BRACKET
WALL
CHAIN WELDED TO GATE AND
LATCHED
RUST SHIELD (TYP.)
CHAIN WELDED TO GATE AND
LATCHED WRAPPED AROUND
ADJOINING GATE
MATTRESS
TIE STALL
FEED
MANGER
5/8" POLYBOARD
PO
LY
BO
AR
D
2' 8"
(OUT TO OUT)
4' - 0" POLYBOARD
3/16" THICK PLATE FOR U-CLAMP
CONNECTION WITH 1/2" BOLTS
PO
LY
BO
AR
D
2' 1"
4" 7"
FEED MANGER SIDE
3' - 0"
CURB
6" 6"
CURVED PIPE
FOR "Y" CHAIN
VERTICAL SUPPORT
TO
P O F M
AT
TR
ES
S
TO
T O P O F
TI
E
ST
AL
L
4' 0"
TOP OF MATTRESS
1" WATERLINE
HEAD RAIL
NOTE: WATER VALVE AND METER
BOX NOT SHOWN FOR CLARITY
1/4" THICK BY 36"
TROWLED ON EPOXY
WATER
BOWL
TIE STALL
DIVIDER
(2) 4 BOLT CLAMPS FOR HEAD
RAIL AND WATER LINE
HEAD RAIL 1" WATER LINE
WATER LINE
DROP, CONTINUOUS
WITH BRASS
BARB FITTINGS ON
EACH END
WATERER 2" U-CLAMP
CONFIGURE ACCORDING TO
WATER BOWL MANUFACTURER
5/8" POLYBOARD
U-CLAMP PLATE
WITH 1/2" BOLT
WATERER
MOUNTING
BRACKET
2" U-CLAMP
FEED MANGER
TOP OF TIE
STALL CURB
TOP OF TIE
STALL CURB
VERTICAL
SUPPORTS
FOR "Y" CHAIN
1.5"X1.5"X1/4"
ANGLE
CLEAR
1' - 4"
WATER VALVE AND
METER BOX (EACH STALL)
WATER VALVE AND
METER BOX (EACH STALL)
7"
1-1/2" SCH 40
GALVANIZED STEEL
PIPE & FITTINGS
1' 0"
8"
PO
LY
BO
AR
D
2' 8"
CURVED
SECTION
NECK RAIL
TIE STALL
FOUR BOLT CLAMP
CHAIN WELDED TO
GATE AND LATCHED
RUST SHIELD (TYP.)
SELF-LATCH
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B 2.
rv t
2/ /2 3:
:4
PM
Q-501-B2
EQ
IU
IP
M
EN
T D
ET
AI
LS
AR
EA
B
- A
D
VA
N C
ED
AN
IM
AL
N U
TR
IT
IO
N
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M .B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
1" 1'-0"B2 TIE STALL DETAIL
G2-6 B2 A 12'-1 1/2" 7'-0" 48" 2" 62" -- -- D S B -- G2-5 B2 A 12'-1 1/2" 7'-0" 48" 2" 62" -- -- D S B -- G2-4 B2 A 9'-0" 8'-4" 48" 2" 62" -- -- D W C E G2-3 B2 A 9'-0" 8'-4" 48" 2" 62" -- -- D W C E G2-2 B2 A 8'-1" 7'-6" 48" 2" 62" -- -- D E C W G2-1 B2 A 8'-1" 7'-6" 48" 2" 62" -- -- D E C W
GATE
MARK LOCATION TYPE
OPENING
(INSIDE OF POST TO
INSIDE OF POST)
LENGTH HEIGHT SIZE DETAIL
TOP
ELEVATION
ABOVE
FLOOR/CURB
POST
LENGTH
POST
DIAMETER
HINGE
TYPE
HINGE
POSITION
LATCH
TYPE
LATCH
POSITION REMARKS
GATE HINGE POST HINGE LATCH
GATE SCHEDULE
1/2" 1'-0"G2 GATE TYPE A 1/2" 1'-0"G8 HINGE TYPE A
1/2" 1'-0"G17 HINGE TYPE D
1/2" 1'-0"7 LATCH TYPE A
1/2" 1'-0"8 LATCH TYPE B
1" 1'-0"1
TIE STALL-POLYBOARD ATTACHMENT
DETAIL
1" 1'-0"2 TIE STALL- FRONT ELEVATION
NTS3
TIE STALL/NECK RAIL CONNECTION
DETAIL
1/2" 1'-0"4 LATCH TYPE C
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
6' MATTRESS (3.5" THICK)
TIE STALL
RUST SHIELD
8" EMBEDMENT
FEED
MANGERTO
P O F M
AT
TR
ES
S
TO
T O P O F
TI
E
ST
AL
L
4' 0"
CURB
GRATE
(18" CLEAR)
1' - 9" GRATE
FLUSH FLUME
CONCRETE
6' - 1"
3/4" DIA WATER LINE
SEE LW-1 DETAIL
1"
MATTRESS CLIP
1" DIA. WATER LINE
WITH 4 BOLT CLAMP
HEAD RAIL WITH
4 BOLT CLAMP
WATER BOWL
ATTACH TO TIE STALL
5/8" POLYBOARD
BOARD DIVIDER
7" 4"
4"
1/ 2"
T.
O . W
AT
ER
B O W L
1' 6"
TOP OF MATTRESS
1' - 6"
CURVED PIPE
FOR "Y" CHAIN
VERTICAL SUPPORT
NOTE: WATER VALVE AND METER
BOX NOT SHOWN FOR CLARITY
1/4" THICK BY 36"
TROWLED ON EPOXY
GALVANIZED STEEL TUBE 6 RAIL GATE.
INSTALL TOP OF GATE LEVEL WITH TOP OF
HINGE POST UNLESS OTHERWISE NOTED.
GALVANIZED STEEL POST WITH WELDED
OR DRIVE ON END CAP. POST TO BE
SCHEDULE 40 PIPE UNLESS OTHERWISE
NOTED. NOMINAL PIPE SIZE AS PER SCHEDULE.POST HEIGHT
PER SCHEDULE
RUST SHIELD (TYP.)
LENGTH - SEE SCHEDULE
RFI 11161550
HINGE BRACKET
HINGE BRACKET
RUST SHIELD (TYP.)
1 3/4"
HINGE BRACKET
HINGE BRACKET
WALL
CHAIN WELDED TO GATE AND
LATCHED
RUST SHIELD (TYP.)
CHAIN WELDED TO GATE AND
LATCHED WRAPPED AROUND
ADJOINING GATE
MATTRESS
TIE STALL
FEED
MANGER
5/8" POLYBOARD
PO
LY
BO
AR
D
2' 8"
(OUT TO OUT)
4' - 0" POLYBOARD
3/16" THICK PLATE FOR U-CLAMP
CONNECTION WITH 1/2" BOLTS
PO
LY
BO
AR
D
2' 1"
4" 7"
FEED MANGER SIDE
3' - 0"
CURB
6" 6"
CURVED PIPE
FOR "Y" CHAIN
VERTICAL SUPPORT
TO
P O F M
AT
TR
ES
S
TO
T O P O F
TI
E
ST
AL
L
4' 0"
TOP OF MATTRESS
1" WATERLINE
HEAD RAIL
NOTE: WATER VALVE AND METER
BOX NOT SHOWN FOR CLARITY
1/4" THICK BY 36"
TROWLED ON EPOXY
WATER
BOWL
TIE STALL
DIVIDER
(2) 4 BOLT CLAMPS FOR HEAD
RAIL AND WATER LINE
HEAD RAIL 1" WATER LINE
WATER LINE
DROP, CONTINUOUS
WITH BRASS
BARB FITTINGS ON
EACH END
WATERER 2" U-CLAMP
CONFIGURE ACCORDING TO
WATER BOWL MANUFACTURER
5/8" POLYBOARD
U-CLAMP PLATE
WITH 1/2" BOLT
WATERER
MOUNTING
BRACKET
2" U-CLAMP
FEED MANGER
TOP OF TIE
STALL CURB
TOP OF TIE
STALL CURB
VERTICAL
SUPPORTS
FOR "Y" CHAIN
1.5"X1.5"X1/4"
ANGLE
CLEAR
1' - 4"
WATER VALVE AND
METER BOX (EACH STALL)
WATER VALVE AND
METER BOX (EACH STALL)
7"
1-1/2" SCH 40
GALVANIZED STEEL
PIPE & FITTINGS
1' 0"
8"
PO
LY
BO
AR
D
2' 8"
CURVED
SECTION
NECK RAIL
TIE STALL
FOUR BOLT CLAMP
CHAIN WELDED TO
GATE AND LATCHED
RUST SHIELD (TYP.)
SELF-LATCH
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B 2.
rv t
2/ /2 3:
:4
PM
Q-501-B2
EQ
IU
IP
M
EN
T D
ET
AI
LS
AR
EA
B
- A
D
VA
N C
ED
AN
IM
AL
N U
TR
IT
IO
N
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M .B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
1" 1'-0"B2 TIE STALL DETAIL
G2-6 B2 A 12'-1 1/2" 7'-0" 48" 2" 62" -- -- D S B -- G2-5 B2 A 12'-1 1/2" 7'-0" 48" 2" 62" -- -- D S B -- G2-4 B2 A 9'-0" 8'-4" 48" 2" 62" -- -- D W C E G2-3 B2 A 9'-0" 8'-4" 48" 2" 62" -- -- D W C E G2-2 B2 A 8'-1" 7'-6" 48" 2" 62" -- -- D E C W G2-1 B2 A 8'-1" 7'-6" 48" 2" 62" -- -- D E C W
GATE
MARK LOCATION TYPE
OPENING
(INSIDE OF POST TO
INSIDE OF POST)
LENGTH HEIGHT SIZE DETAIL
TOP
ELEVATION
ABOVE
FLOOR/CURB
POST
LENGTH
POST
DIAMETER
HINGE
TYPE
HINGE
POSITION
LATCH
TYPE
LATCH
POSITION REMARKS
GATE HINGE POST HINGE LATCH
GATE SCHEDULE
1/2" 1'-0"G2 GATE TYPE A 1/2" 1'-0"G8 HINGE TYPE A
1/2" 1'-0"G17 HINGE TYPE D
1/2" 1'-0"7 LATCH TYPE A
1/2" 1'-0"8 LATCH TYPE B
1" 1'-0"1
TIE STALL-POLYBOARD ATTACHMENT
DETAIL
1" 1'-0"2 TIE STALL- FRONT ELEVATION
NTS3
TIE STALL/NECK RAIL CONNECTION
DETAIL
1/2" 1'-0"4 LATCH TYPE C
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
RUST SHIELD (TYP.)
1 3/4"
HINGE BRACKET
HINGE BRACKET
WALL
CHAIN WELDED TO GATE AND
LATCHED
RUST SHIELD (TYP.)
CHAIN WELDED TO GATE AND
LATCHED CHAIN WRAPPED
AROUND ADJOINING GATE
CHAIN WELDED TO
GATE AND LATCHED
RUST SHIELD (TYP.)
SELF-LATCH
SELF-LATCH
WALL
GALVANIZED STEEL TUBE 6 RAIL GATE.
INSTALL TOP OF GATE LEVEL WITH TOP OF
HINGE POST UNLESS OTHERWISE NOTED.
GALVANIZED STEEL POST WITH WELDED
OR DRIVE ON END CAP. POST TO BE
SCHEDULE 40 PIPE UNLESS OTHERWISE
NOTED. NOMINAL PIPE SIZE AS PER SCHEDULE.
POST HEIGHT
PER SCHEDULE
RUST SHIELD (TYP.)
LENGTH - SEE SCHEDULE
RFI 11161550
LENGTH - SEE SCHEDULE
WELD
WELD
RUST SHIELD (TYP)
VA
R
IE
S
4" DIA GATE POST
WELD
WELD
RUST SHIELD (TYP)
4" DIA GATE POST OR
8" BUILDING COLUMN
LENGTH - SEE SCHEDULE
UPPER AND LOWER SUPPORT FRAMES
NOTE: PROVIDE HEADLOCKS IN
GROUPS PER PLAN AND
OTHER DETAILS
U-BRACKET
1.9" DIA NECK RAIL
2 - 3/8" DIA. 10GA. END RAIL
4" DIA GATE POST
5' 0"
8"
8"
8" CONCRETE WALL
BACK OF
FREESTALL
FRONT OF
FREESTALL
4' 8"
1' 0"
4" DIA GATE POST
NECK RAIL
TIE STALL
FOUR BOLT CLAMP
SLIDING LATCH
GALVANIZED STEEL TUBE 6 RAIL GATE.
INSTALL TOP OF GATE LEVEL WITH TOP OF
HINGE POST UNLESS OTHERWISE NOTED.
GALVANIZED STEEL POST WITH WELDED
OR DRIVE ON END CAP. POST TO BE
SCHEDULE 40 PIPE UNLESS OTHERWISE
NOTED. NOMINAL PIPE SIZE AS PER SCHEDULE.
POST HEIGHT
PER SCHEDULE
RUST SHIELD (TYP.)
LENGTH - SEE SCHEDULE
BI-FOLD LENGTH - SEE SCHEDULE
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B 3.
rv t
2/ /2 1:
:3
PM
Q-603-B3
EQ
U
IP
M
EN
T
SC
H
ED
U
LE
S
- A
R
EA
B
C O N
VE
N
TI
O N
AL
F R
EE
ST
AL
L
AR
EA
D R Y C O W
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A, D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
1/2" 1'-0"2 HINGE TYPE A
1/2" 1'-0"5 HINGE TYPE D
1/2" 1'-0"6 LATCH TYPE A
1/2" 1'-0"7 LATCH TYPE B
1/2" 1'-0"8 LATCH TYPE C
1/2" 1'-0"9 LATCH TYPE D
1/2" 1'-0"1 GATE TYPE A
1/2" 1'-0"3 Q-PANEL TYPE A
1/2" 1'-0"4 Q-PANEL TYPE E
1/2" 1'-0"10 HEADLOCK ELEVATION
1/2" 1'-0"11 END FREESTALL DETAIL
NTS12
FREESTALL/NECK RAIL CONNECTION
DETAIL
P3-163 WATERER E 2'-11" SINGLE RAIL 2" 46" 7'-10" 4"
P3-162 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-161 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-160 WATERER E 2'-11" SINGLE RAIL 2" 46" 7'-10" 4"
P3-159 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-158 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-157 WATERER E 2'-11" SINGLE RAIL 2" 46" 7'-10" 4"
P3-156 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-155 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-154 WATERER E 2'-11" SINGLE RAIL 2" 46" 7'-10" 4"
P3-153 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-152 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-151 WATERER E 2'-11" SINGLE RAIL 2" 46" 7'-10" 4"
P3-150 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-149 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-148 WATERER E 2'-11" SINGLE RAIL 2" 46" 7'-10" 4"
P3-147 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-146 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-145 WATERER E 2'-11" SINGLE RAIL 2" 46" 7'-10" 4"
P3-144 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-143 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-142 WATERER E 2'-11" SINGLE RAIL 2" 46" 7'-10" 4"
P3-141 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-140 WATERER A 4'-4" 48" 2" 58" 7'-10" 4"
P3-139 WATERER E 2'-11" SINGLE RAIL 2" 46" 7'-10" 4"
PANEL
MARK LOCATION TYPE
OPENING
(CENTER LINE OF POST/COLUM... HEIGHT SIZE DETAIL
TOP
ELEVATION...
POST
LENGTH
POST
DIAMETER REMARKS
PANEL POST
PANEL SCHEDULE (PART 3)
1/2" 1'-0"13 GATE TYPE G
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
RFI 11161550
RFI 11161550
GALVANIZED STEEL TUBE 6 RAIL GATE.
INSTALL TOP OF GATE LEVEL WITH TOP OF
HINGE POST UNLESS OTHERWISE NOTED.
GALVANIZED STEEL POST WITH WELDED
OR DRIVE ON END CAP. POST TO BE
SCHEDULE 40 PIPE UNLESS OTHERWISE
NOTED. NOMINAL PIPE SIZE AS PER SCHEDULE.
POST HEIGHT
PER SCHEDULE
RUST SHIELD (TYP.)
LENGTH - SEE SCHEDULE
RFI 11161550
HINGE BRACKET
HINGE BRACKET
RUST SHIELD (TYP.)
1 3/4"
HINGE BRACKET
HINGE BRACKET
RUST SHIELD (TYP.)
4"
HINGE BRACKET
HINGE BRACKET
RUST SHIELD (TYP.)
9"
HINGE BRACKET
HINGE BRACKET
WALL
SELF-LATCH
WALL
CHAIN WELDED TO
GATE AND LATCHED
RUST SHIELD (TYP.)
SELF-LATCH
CHAIN WELDED TO GATE AND
LATCHED CHAIN WRAPPED
AROUND ADJOINING GATE
CHAIN WELDED TO GATE AND
LATCHED
RUST SHIELD (TYP.)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E
M
AR
K
D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S _M
EP
-B 4.
rv t
2/ /2 4:
:5
PM
Q-501-B4
EQ
U
IP
M
EN
T
SC
H
ED
U
LE
A N D D
ET
AI
LS
AR
EA
B
M
IL
KI
N G P
AR
LO
R
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
A
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NTS1 GATE TYPE A NTS2 HINGE TYPE A
NTS3 HINGE TYPE B
NTS4 HINGE TYPE C
NTS5 HINGE TYPE D
NTS9 LATCH TYPE D
G4-28 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 54" 7'-6" 4" A W C E
G4-27 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 54" 7'-6" 4" A W C E
G4-26 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 54" 7'-6" 4" A W C E
G4-25 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 54" 7'-6" 4" A W C E
G4-24 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 54" 7'-6" 4" A W C E
G4-23 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 62" 8'-2" 4" A E C W
G4-22 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 54" 7'-6" 4" A W C E
G4-21 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 54" 7'-6" 4" A W C E
G4-20 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 54" 7'-6" 4" A W C E
G4-19 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 54" 7'-6" 4" A W C E
G4-18 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 54" 7'-6" 4" A W C E
G4-17 RETURN LANE DIVIDER A 7'-8" 7'-0" 48" 2" 62" 8'-2" 4" A E C W
G4-16 RETURN LANE A 6'-5" 5'-9" 48" 2" 62" 8'-2" 4" A SW C NE
G4-15 RETURN LANE A 8'-1" 7'-6" 48" 2" 62" 8'-2" 4" A SE C NW
G4-14 RETURN LANE A 6'-5" 5'-9" 48" 2" 62" 8'-2" 4" A NW C SE
G4-13 RETURN LANE A 8'-1" 7'-6" 48" 2" 62" 8'-2" 4" A NE C SW
G4-12 COW TRAFFIC AREA A 11'-8" 11'-0" 48" 2" 62" 8'-2" 4" A N C S
G4-11 COW TRAFFIC AREA A 11'-8" 11'-0" 48" 2" 62" 8'-2" 4" A W C E
G4-10 COW TRAFFIC AREA A 12'-0" 11'-4" 48" 2" 62" 8'-2" 4" A W C E
G4-9 COW TRAFFIC AREA A 7'-6" 6'-9" 48" 2" 62" 8'-2" 4" A N C S
G4-8 COW TRAFFIC AREA A 9'-6" 8'-9" 48" 2" 62" 8'-2" 4" A N C S
G4-7 COW TRAFFIC AREA A 10'-6" 9'-9" 48" 2" 62" 8'-2" 4" A S C N
G4-6 B4/B12.1 A 11'-4" 10'-8" 48" 2" 62" 8'-2" 4" A E C W
G4-5 HOLDING AREA A 11'-4" 10'-8" 48" 2" 62" 8'-2" 4" A E C W
G4-4 HOLDING AREA A 11'-4" 10'-8" 48" 2" 62" 8'-2" 4" A E C W
G4-3 HOLDING AREA D CROWD GATE
G4-2 PARLOR C SLIDE GATE
G4-1 PARLOR C SLIDE GATE
GATE
MARK LOCATION TYPE
OPENING
(INSIDE OF POST TO
INSIDE OF POST) LENGTH HEIGHT SIZE DETAIL
TOP
ELEVATION ABOVE
FLOOR/CURB
POST
LENGTH
POST
DIAMETER
HINGE
TYPE
HINGE
POSITION
LATCH
TYPE
LATCH
POSITION REMARKS
GATE HINGE POST HINGE LATCH
GATE SCHEDULE
C-2L 52-4"x8'-0" BOTTOM UNINSULATED CURTAIN OPENS UP A CENTER C-2H 52'-4"x6'-0" TOP UNINSULATED CURTAIN OPENS UP A CENTER C-1L 52-4"x8'-0" BOTTOM UNINSULATED CURTAIN OPENS UP A CENTER C-1H 52'-4"x6'-0" TOP UNINSULATED CURTAIN OPENS UP A CENTER
TYPE POSITION
MARK SIZE SIDEWALL
POSITION TYPE OPERATING
DIRECTION
OPERATOR
REMARKS
CURTAIN SCHEDULE
NTS8 LATCH TYPE C
NTS7 LATCH TYPE B
NTS6 LATCH TYPE A
R
TA
/0 8/
AD
D
EN
D U M
/0 4/
AD
D
EN
D U M
/2 5/
WELD
RUST SHIELD (TYP)
VA
R
IE
S
4" DIA GATE POST
RFI 11161550
WELD
WELD
RUST SHIELD (TYP)
4" DIA GATE POST OR
8" BUILDING COLUMN
LENGTH - SEE SCHEDULE
OSHA APPROVED HANDRAIL
ANGLE PLATE, MINIMUM TWO
HOLE, 3/4" ANCHOR BOLTS CONNECTION
SINGLE PLATE, MINIMUM
ONE 3/4" ANCHOR BOLT CONNECTION
SERRATED TREADS, 8' WIDE
2' - 7"
3' 0"
9" R
IS
E
11" RUN
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E
M
AR
K
D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S _M
EP
-B 4.
rv t
2/ /2 4:
:5
PM
Q-502-B4
EQ
U
IP
M
EN
T
SC
H
ED
U
LE
A N D D
ET
AI
LS
AR
EA
B
M
IL
KI
N G P
AR
LO
R
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
A
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
P4-68 SOUTH EXTERIOR E 9'-9 1/2" SINGLE RAIL 2" 16" 3'-0" 4"
P4-67 SOUTH EXTERIOR E 9'-9 1/2" SINGLE RAIL 2" 16" 3'-0" 4"
P4-66 SOUTH EXTERIOR E 9'-0" SINGLE RAIL 2" 16" 3'-0" 4"
P4-65 SOUTH EXTERIOR E 9'-0" SINGLE RAIL 2" 16" 3'-0" 4"
P4-64 SOUTH EXTERIOR E 9'-2" SINGLE RAIL 2" 16" 3'-0" 4"
P4-63 SOUTH EXTERIOR E 9'-2" SINGLE RAIL 2" 16" 3'-0" 4"
P4-62 NORTH EXTERIOR E 9'-9 1/2" SINGLE RAIL 2" 16" 3'-0" 4"
P4-61 NORTH EXTERIOR E 9'-9 1/2" SINGLE RAIL 2" 16" 3'-0" 4"
P4-60 NORTH EXTERIOR E 9'-0" SINGLE RAIL 2" 16" 3'-0" 4"
P4-59 NORTH EXTERIOR E 9'-0" SINGLE RAIL 2" 16" 3'-0" 4"
P4-58 NORTH EXTERIOR E 9'-2" SINGLE RAIL 2" 16" 3'-0" 4"
P4-57 NORTH EXTERIOR E 9'-2" SINGLE RAIL 2" 16" 3'-0" 4"
P4-56 COW TRAFFIC AREA A 4'-2" 48" 2" 62" 8'-2" 4"
P4-55 COW TRAFFIC AREA A 7'-0" 48" 2" 62" 8'-2" 4"
P4-54 COW TRAFFIC AREA A 3'-10" 48" 2" 62" 8'-2" 4"
P4-53 HOLDING AREA A 7'-4" 48" 2" 62" 8'-2" 4"
P4-52 HOLDING AREA A 9'-9" 48" 2" 62" 8'-2" 4"
P4-51 HOLDING AREA A 9'-9" 48" 2" 62" 8'-2" 4"
P4-50 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-49 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-48 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-47 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-46 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-45 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-32 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-31 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-30 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-29 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-28 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-27 RETURN LANE DIVIDER A 8'-0" 48" 2" 54" 8'-2" 4"
P4-26 PARLOR A 3'-5" 48" 2" 62" 8'-2" 4"
P4-25 PARLOR A 3'-5" 48" 2" 62" 8'-2" 4"
P4-24 PARLOR A 3'-9" 48" 2" 62" 8'-2" 4"
P4-23 PARLOR A 6'-8" 48" 2" 62" 8'-2" 4"
P4-22 PARLOR A 2'-7" 48" 2" 62" 8'-2" 4"
P4-21 PARLOR A 4'-10 1/2" 48" 2" 62" 8'-2" 4"
P4-20 PARLOR A 4'-10 1/2" 48" 2" 62" 8'-2" 4"
P4-19 PARLOR A 2'-7" 48" 2" 62" 8'-2" 4"
P4-18 PARLOR A 6'-8" 48" 2" 62" 8'-2" 4"
P4-17 PARLOR A 3'-9" 48" 2" 62" 8'-2" 4"
P4-16 PARLOR A 3'-5" 48" 2" 62" 8'-2" 4"
P4-15 PARLOR A 3'-5" 48" 2" 62" 8'-2" 4"
P4-14 PARLOR A 8'-2" 48" 2" 62" 8'-2" 4"
P4-13 PARLOR A 6'-11" 48" 2" 62" 8'-2" 4"
P4-12 PARLOR A 6'-11" 48" 2" 62" 8'-2" 4"
P4-11 PARLOR A 6'-11" 48" 2" 62" 8'-2" 4"
P4-10 PARLOR A 6'-11" 48" 2" 62" 8'-2" 4"
P4-9 PARLOR A 8'-2" 48" 2" 62" 8'-2" 4"
P4-8 PARLOR A 3'-10" 48" 2" 56" 7'-8" 4"
P4-7 PARLOR A 5'-10" 48" 2" 56" 7'-8" 4"
P4-6 PARLOR A 5'-6" 48" 2" 56" 7'-8" 4"
P4-5 PARLOR A 3'-8" 48" 2" 62" 8'-2" 4"
P4-4 PARLOR A 3'-8" 48" 2" 62" 8'-2" 4"
P4-3 PARLOR A 5'-6" 48" 2" 56" 7'-8" 4"
P4-2 PARLOR A 5'-10" 48" 2" 56" 7'-8" 4"
P4-1 PARLOR A 3'-10" 48" 2" 56" 7'-8" 4"
PANEL
MARK LOCATION TYPE
OPENING
(CENTER LINE OF POST/COLUMN TO
CENTER LINE OF POST/COLUMN) HEIGHT SIZE DETAIL
TOP
ELEVATION ABOVE
FLOOR/CURB
POST
LENGTH
POST
DIAMETER REMARKS
PANEL POST
PANEL SCHEDULE
NTS1 Q-PANEL TYPE A
NTS2 Q-PANEL TYPE E
NTS3
PREMANUFACTURED STAIR DETAIL -
STAINLESS STEEL
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
5' 0"
WATERER
1' 1"
1' 1"
2" 12 GA. RAILS
7' - 10"
4" DIA
GATE POST
4" DIA
GATE POST
2' 0"
4' 6"
WATERER
T.O. RAIL
T.O. CONCRETE
HINGE BRACKET
HINGE BRACKET
RUST SHIELD (TYP.)
1 3/4"
HINGE BRACKET
HINGE BRACKET
WALL
CHAIN WELDED TO GATE AND
LATCHED WITH SNAP HOOK
RUST SHIELD (TYP.)
CHAIN WELDED TO GATE AND
LATCHED CHAIN WRAPPED
AROUND ADJOINING GATE
CHAIN WELDED TO
GATE .
RUST SHIELD (TYP.)
SELF-LATCH SELF-LATCH
WALL
GALVANIZED STEEL TUBE 6 RAIL GATE.
INSTALL TOP OF GATE LEVEL WITH TOP OF
HINGE POST UNLESS OTHERWISE NOTED.
GALVANIZED STEEL POST WITH WELDED
OR DRIVE ON END CAP. POST TO BE
SCHEDULE 40 PIPE UNLESS OTHERWISE
NOTED. NOMINAL PIPE SIZE AS PER SCHEDULE.
POST HEIGHT
PER SCHEDULE
RUST SHIELD (TYP.)
LENGTH - SEE SCHEDULE
LENGTH - SEE SCHEDULE
WELD
WELD
RUST SHIELD (TYP)
VA
R
IE
S
4" DIA GATE POST
WELD
WELD
RUST SHIELD (TYP)
4" DIA GATE POST OR
8" BUILDING COLUMN
2' 3"
1' 1/ 2"
1' 1/ 2"
LENGTH - SEE SCHEDULE
CHAIN WELDED TO
GATE
RUST SHIELD (TYP.)
SELF-LATCH
UPPER AND LOWER SUPPORT FRAMES
NOTE: PROVIDE HEADLOCKS IN
GROUPS PER PLAN AND
OTHER DETAILS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B 5.
rv t
2/ /2 :4 1:
A M
Q-501-B5
EQ
U
IP
M
EN
T D
ET
AI
LS
AR
EA
B
- S
PE
C
IA
L N
EE
D S
AN
D M
AT
ER
N
IT
Y
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A, D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
1/2" 1'-0"9 WATERER DETAIL TYPE B
1/2" 1'-0"10 WATERER DETAIL
1/2" 1'-0"2 HINGE TYPE A
1/2" 1'-0"3 HINGE TYPE D
1/2" 1'-0"4 LATCH TYPE A
1/2" 1'-0"5 LATCH TYPE B
1/2" 1'-0"6 LATCH TYPE C
1/2" 1'-0"7 LATCH TYPE D
1/2" 1'-0"1 GATE TYPE A
1/2" 1'-0"11 Q-PANEL TYPE A
1/2" 1'-0"12 Q-PANEL TYPE D
1/2" 1'-0"8 LATCH TYPE E
1/2" 1'-0"13 HEADLOCK ELEVATION
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
RFI 11161550
RFI 11161550
1 3/4"
HINGE BRACKET
RUST SHIELD (TYP.)
HINGE BRACKET
HINGE BRACKET
RUST SHIELD (TYP.)
4"
HINGE BRACKET
HINGE BRACKET
WALL
SELF-LATCH
WALL
GALVANIZED STEEL TUBE 6 RAIL GATE.
INSTALL TOP OF GATE LEVEL WITH TOP OF
HINGE POST UNLESS OTHERWISE NOTED.
GALVANIZED STEEL POST WITH WELDED
OR DRIVE ON END CAP. POST TO BE
SCHEDULE 40 PIPE UNLESS OTHERWISE
NOTED. NOMINAL PIPE SIZE AS PER SCHEDULE.
POST HEIGHT
PER SCHEDULE
RUST SHIELD (TYP.)
LENGTH - SEE SCHEDULE
CHAIN WELDED TO
GATE
RUST SHIELD (TYP.)
SELF-LATCH
CHAIN WELDED TO GATE AND
LATCHED
RUST SHIELD (TYP.)
CHAIN WELDED TO GATE AND
LATCHED CHAIN WRAPPED
AROUND ADJOINING GATE
CHAIN WELDED TO
GATE AND LATCHED
RUST SHIELD (TYP.)
SELF-LATCH
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B 6.
rv t
2/ /2 1:
:0
PM
Q-601-B6
G
AT
E
SC
H
ED
U
LE
A N D D
ET
AI
LS
A R
EA
B
R O
BO
TI
C M
IL
KI
N G F R
EE
ST
AL
L
AR
EA
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NTS1 HINGE - TYPE A
NTS2 HINGE - TYPE B
NTS4 HINGE - TYPE D
1/2" 1'-0"8 LATCH - TYPE D
1/2" 1'-0"9 GATE TYPE A
G6-86 SE ROBOT AREA A 3'-4" 3'-3" 48" 2" 58" 7'-10" 4" A W E S
G6-85 SE ROBOT AREA A -- 9'-6" 48" 2" 54" 7'-6" 4" A SW B --
G6-84 SE ROBOT AREA A -- 6'-0" 48" 2" 58" 7'-10" 4" A NE B --
G6-83 SE ROBOT AREA A 1'-9" 1'-3" 48" 2" 58" 7'-10" 4" A NW C SE
G6-82 SE ROBOT AREA A 5'-0 1/2" 4'-4" 48" 2" 58" 7'-10" 4" A W C E
G6-81 SE ROBOT AREA A 5'-8" 5'-0" 48" 2" 58" 7'-10" 4" A E C W
G6-80 SE ROBOT AREA A 5'-5 1/4" 4'-9" 48" 2" 58" 7'-10" 4" A SW C NE
G6-79 SE ROBOT AREA A 6'-6 3/4" 6'-0" 48" 2" 58" 7'-10" 4" A E C W
G6-78 SW ROBOT AREA A 12'-4 3/4" 11'-9" 48" 2" 58" 7'-10" 4" A SE C NW
G6-77 SW ROBOT AREA B 3'5" -- 48" 2" 58" 7'-10" 4" -- -- ONE-WAY
G6-76 SW ROBOT AREA A 5'-6" 4'-9" 48" 2" 58" 7'-10" 4" A S C N
G6-75 SW ROBOT AREA A 12'-6 1/2" 12'-0" 48" 2" 58" 7'-10" 4" A SE C NW
G6-74 SW ROBOT AREA B 3'-5" -- 48" 2" 58" 7'-10" 4" -- -- ONE-WAY
G6-73 SW ROBOT AREA A 5'-11" 5'-3" 48" 2" 58" 7'-10" 4" A E C W
G6-72 SW ROBOT AREA A 12'-11 3/4" 12'-4" 48" 2" 58" 7'-10" 4" A SE C NW
G6-71 SW ROBOT AREA A 3'-6" 3'-0" 48" 2" 58" 7'-10" 4" A SE C NW
G6-70 SW ROBOT AREA A 3'-4" 3'-3" 48" 2" 58" 7'-10" 4" A E E S
G6-69 SW ROBOT AREA A -- 9'-6" 48" 2" 54" 7'-6" 4" A SE B --
G6-68 SW ROBOT AREA A -- 6'-0" 48" 2" 58" 7'-10" 4" A NW B --
G6-67 SW ROBOT AREA A 1'-9" 1'-3" 48" 2" 58" 7'-10" 4" A NE C SW
G6-66 SW ROBOT AREA A 5'-0 1/2" 4'-4" 48" 2" 58" 7'-10" 4" A E C W
G6-65 SW ROBOT AREA A 5'-8" 5'-0" 48" 2" 58" 7'-10" 4" A W C E
G6-64 SW ROBOT AREA A 5'-5 1/4" 4'-9" 48" 2" 58" 7'-10" 4" A SE C NW
G6-63 SW ROBOT AREA A 6'-6 3/4" 6'-0" 48" 2" 58" 7'-10" 4" A W C E
G6-62 NE ROBOT AREA A 12'-4 3/4" 11'-9" 48" 2" 58" 7'-10" 4" A NW C SE
G6-61 NE ROBOT AREA B 3'5" -- 48" 2" 58" 7'-10" 4" -- -- ONE-WAY
G6-60 NE ROBOT AREA A 5'-6" 4'-9" 48" 2" 58" 7'-10" 4" A N C S
G6-59 NE ROBOT AREA A 12'-6 1/2" 12'-0" 48" 2" 58" 7'-10" 4" A NW C SE
G6-58 NE ROBOT AREA B 3'-5" -- 48" 2" 58" 7'-10" 4" -- -- ONE-WAY
G6-57 NE ROBOT AREA A 5'-11" 5'-3" 48" 2" 58" 7'-10" 4" A W C E
G6-56 NE ROBOT AREA A 12'-11 3/4" 12'-4" 48" 2" 58" 7'-10" 4" A NW C SE
G6-55 NE ROBOT AREA A 3'-6" 3'-0" 48" 2" 58" 7'-10" 4" A NW C SE
G6-54 NE ROBOT AREA A 3'-4" 3'-3" 48" 2" 58" 7'-10" 4" A W E N
G6-53 NE ROBOT AREA A -- 9'-6" 48" 2" 54" 7'-6" 4" A NW B --
G6-52 NE ROBOT AREA A -- 6'-0" 48" 2" 58" 7'-10" 4" A SE B --
G6-51 NE ROBOT AREA A 1'-9" 1'-3" 48" 2" 58" 7'-10" 4" A SW C NE
G6-50 NE ROBOT AREA A 5'-0 1/2" 4'-4" 48" 2" 58" 7'-10" 4" A W C E
G6-49 NE ROBOT AREA A 5'-8" 5'-0" 48" 2" 58" 7'-10" 4" A E C W
G6-48 NE ROBOT AREA A 5'-5 1/4" 4'-9" 48" 2" 58" 7'-10" 4" A NW C SE
G6-47 NE ROBOT AREA A 6'-6 3/4" 6'-0" 48" 2" 58" 7'-10" 4" A E C W
G6-46 NW ROBOT AREA A 12'-4 3/4" 11'-9" 48" 2" 58" 7'-10" 4" A NE C SW
G6-45 NW ROBOT AREA B 3'5" -- 48" 2" 58" 7'-10" 4" -- -- ONE-WAY
G6-44 NW ROBOT AREA A 5'-6" 4'-9" 48" 2" 58" 7'-10" 4" A N C S
G6-43 NW ROBOT AREA A 12'-6 1/2" 12'-0" 48" 2" 58" 7'-10" 4" A NE C SW
G6-42 NW ROBOT AREA B 3'-5" -- 48" 2" 58" 7'-10" 4" -- -- ONE-WAY
G6-41 NW ROBOT AREA A 5'-11" 5'-3" 48" 2" 58" 7'-10" 4" A E C W
G6-40 NW ROBOT AREA A 12'-11 3/4" 12'-4" 48" 2" 58" 7'-10" 4" A NE C SW
G6-39 NW ROBOT AREA A 3'-6" 3'-0" 48" 2" 58" 7'-10" 4" A NE C SW
G6-38 NW ROBOT AREA A 3'-4" 3'-3" 48" 2" 58" 7'-10" 4" A E E N
G6-37 NW ROBOT AREA A -- 9'-6" 48" 2" 54" 7'-6" 4" A NE B --
G6-36 NW ROBOT AREA A -- 6'-0" 48" 2" 58" 7'-10" 4" A SW B --
G6-35 NW ROBOT AREA A 1'-9" 1'-3" 48" 2" 58" 7'-10" 4" A SE C NW
G6-34 NW ROBOT AREA A 5'-0 1/2" 4'-4" 48" 2" 58" 7'-10" 4" A E C W
G6-33 NW ROBOT AREA A 5'-8" 5'-0" 48" 2" 58" 7'-10" 4" A W C E
G6-32 NW ROBOT AREA A 5'-5 1/4" 4'-9" 48" 2" 58" 7'-10" 4" A NE C SW
G6-31 NW ROBOT AREA A 6'-6 3/4" 6'-0" 48" 2" 58" 7'-10" 4" A W C E
G6-30 SOUTH FEED... A 14'-4" 13'-8" 48" 2" 58" 7'-10" 4" A S C N
G6-29 SOUTH FEED... A 14'-4" 13'-8" 48" 2" 54" 7'-6" 4" A S C N
G6-28 SOUTH FEED... A 14'-4" 13'-8" 48" 2" 54" 7'-6" 4" A S C N
G6-27 SOUTH FEED... A 14'-4" 13'-8" 48" 2" 58" 7'-10" 4" A S C N
G6-26 CENTER LANE A 12'-2" 11'-6" 48" 2" 62" 8'-2" 4" D S C N
G6-25 CENTER LANE A 12'-2" 11'-6" 48" 2" 62" 8'-2" 4" D S C N
G6-24 CENTER LANE A 12'-2" 11'-6" 48" 2" 62" 8'-2" 4" D N C S
G6-23 CENTER LANE A 12'-2" 11'-6" 48" 2" 62" 8'-2" 4" D N C S
G6-22 NORTH FEED... A 14'-4" 13'-8" 48" 2" 58" 7'-10" 4" A N C S
G6-21 NORTH FEED... A 14'-4" 13'-8" 48" 2" 54" 7'-6" 4" A N C S
G6-20 NORTH FEED... A 14'-4" 13'-8" 48" 2" 54" 7'-6" 4" A N C S
G6-19 NORTH FEED... A 14'-4" 13'-8" 48" 2" 58" 7'-10" 4" A N C S
G6-18 EAST END A 14'-4" 13'-8" 48" 2" 62" -- 4" D S C N
G6-17 EAST END A 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A S C N
G6-16 EAST END A 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A N C S
G6-15 EAST END A 14'-4" 13'-8" 48" 2" 62" -- 4" D N C S
G6-14 EAST END A 14'-4" 13'-8" 48" 2" 62" 8'-2" 4" A N C S
G6-13 EAST END A 12'-2" 11'-6" 48" 2" 62" 8'-2" 4" A S C N
G6-12 EAST END A 7'-10 1/2" 7'-3" 48" 2" 62" 8'-2" 4" A S C N
G6-11 EAST END A 12'-2" 11'-6" 48" 2" 62" 8'-2" 4" A N C S
G6-10 EAST END A 14'-4" 13'-8" 48" 2" 62" 8'-2" 4" A S C N
G6-9 WEST END A 14'-4" 13'-8" 48" 2" 62" -- 4" D S C N
G6-8 WEST END A 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A S C N
G6-7 WEST END A 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A N C S
G6-6 WEST END A 14'-4" 13'-8" 48" 2" 62" -- 4" D N C S
G6-5 WEST END A 14'-4" 13'-8" 48" 2" 62" 8'-2" 4" A N C S
G6-4 WEST END A 12'-2" 11'-6" 48" 2" 62" 8'-2" 4" A S C N
G6-3 WEST END A 7'-10 1/2" 7'-3" 48" 2" 62" 8'-2" 4" A S C N
G6-2 WEST END A 12'-2" 11'-6" 48" 2" 62" 8'-2" 4" A N C S
G6-1 WEST END A 14'-4" 13'-8" 48" 2" 62" 8'-2" 4" A S C N
GATE
MARK LOCATION TYPE
OPENING
(INSIDE OF
POST TO
INSIDE OF
POST)
LENGTHHEIGHT SIZE DETAIL
TOP
ELEVATION
ABOVE
FLOOR/CURB
POST
LENGTH
POST
DIAMETER
HINGE
TYPE
HINGE
POSITION
LATCH
TYPE
LATCH
POSITION REMARKS
GATE HINGE POST HINGE LATCH
GATE SCHEDULE (PART 1)
G6-94 SE ROBOT AREA A 12'-4 3/4" 11'-9" 48" 2" 58" 7'-10" 4" A SW C NE
G6-93 SE ROBOT AREA B 3'5" -- 48" 2" 58" 7'-10" 4" -- -- ONE-WAY
G6-92 SE ROBOT AREA A 5'-6" 4'-9" 48" 2" 58" 7'-10" 4" A S C N
G6-91 SE ROBOT AREA A 12'-6 1/2" 12'-0" 48" 2" 58" 7'-10" 4" A SW C NE
G6-90 SE ROBOT AREA B 3'-5" -- 48" 2" 58" 7'-10" 4" -- -- ONE-WAY
G6-89 SE ROBOT AREA A 5'-11" 5'-3" 48" 2" 58" 7'-10" 4" A W C E
G6-88 SE ROBOT AREA A 12'-11 3/4" 12'-4" 48" 2" 58" 7'-10" 4" A SW C NE
G6-87 SE ROBOT AREA A 3'-6" 3'-0" 48" 2" 58" 7'-10" 4" A SW C NE
GATE
MARK LOCATION TYPE
OPENING
(INSIDE OF
POST TO
INSIDE OF
POST)
LENGTHHEIGHT SIZE DETAIL
TOP
ELEVATION
ABOVE
FLOOR/CURB
POST
LENGTH
POST
DIAMETER
HINGE
TYPE
HINGE
POSITION
LATCH
TYPE
LATCH
POSITION REMARKS
GATE HINGE POST HINGE LATCH
GATE SCHEDULE (PART 2)
NTS3 Q-LATCH TYPE E
NTS5 LATCH TYPE A
NTS6 LATCH TYPE B
1/2" 1'-0"7 LATCH TYPE C
NORTH
KEY PLAN
B6
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
U-BRACKET
1.9" DIA NECK RAIL
2 - 3/8" DIA. 10GA. END RAIL
4" DIA GATE POST
5' 0"
8"
8"
8" CONCRETE WALL
BACK OF
FREESTALL
FRONT OF
FREESTALL
4' 8"
1' 0"
4" DIA GATE POST
U-BRACKET
1.9" DIA NECK RAIL
2 - 3/8" DIA. 10GA. END RAIL
4" DIA GATE POST
5' 4"
8"
8"
4"
8" X 8"
BUILDING
COLUMN
8" CONCRETE WALL
BACK OF
FREESTALL
FRONT OF
FREESTALL
U-BRACKET
1.9" DIA NECK RAIL
2 - 3/8" DIA.
10GA. END RAIL
3' 2"
8"
4"
8" X 8"
BUILDING
COLUMN
8" CONCRETE WALL
BACK OF
FREESTALL
FRONT OF
FREESTALL
6" X 6" X 3/16"
PLATE 2 - 3/8" DIA.
10GA. END RAIL
2 - 3/8" DIA.
10GA. END RAIL
1/2" HOLES
W/ 3/8" DIA
X 2-1/2"
CONCRETE
SCREWS
WELDED CAP
6" X 6" X 3/16" PLATE
U-BRACKET
1.9" DIA NECK RAIL
2 - 3/8" DIA.
10GA. END RAIL
3' 2"
4"
8"
8" CONCRETE WALL
BACK OF
FREESTALL
FRONT OF
FREESTALL
6" X 6" X 3/16"
PLATE 2 - 3/8" DIA.
10GA. END RAIL
2 - 3/8" DIA.
10GA. END RAIL
1/2" HOLES
W/ 3/8" DIA
X 2-1/2"
CONCRETE
SCREWS
WELDED CAP
6" X 6" X 3/16" PLATE
2 - 3/8" DIA.
10GA. END RAIL
WELDED CAP
6" X 6" X 3/16" PLATE LENGTH - SEE SCHEDULE
WELD
WELD
RUST SHIELD (TYP)
4" DIA GATE POST
1' 1/ 2"
1' 1/ 2"
3' 2"
LENGTH - SEE SCHEDULE
WELD
WELD
RUST SHIELD (TYP)
VA
R
IE
S
4" DIA GATE POST
WELD
WELD
RUST SHIELD (TYP)
4" DIA GATE POST OR
8" BUILDING COLUMN
LENGTH - SEE SCHEDULE
UPPER AND LOWER SUPPORT FRAMES
NOTE: PROVIDE HEADLOCKS IN
GROUPS PER PLAN AND
OTHER DETAILS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B 6.
rv t
2/ /2 1:
:1
PM
Q-602-B6
G
AT
E D
ET
AI
LS
AR
EA
B
- R
O
BO
TI
C M
IL
KI
N G
FR
EE
ST
AL
L
AR
EA
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
1/2" 1'-0"1 END FREESTALL DETAIL
1/2" 1'-0"2 END FREESTALL DETAIL (AT COLUMN)
1/2" 1'-0"3 END FREESTALL DETAIL (NO POSTS)
1/2" 1'-0"4 END FREESTALL DETAIL (WITH PLATES)
1/2" 1'-0"5 Q-PANEL TYPE G
1/2" 1'-0"6 Q-PANEL TYPE A
1/2" 1'-0"7 Q-PANEL TYPE E
1/2" 1'-0"8 HEADLOCK ELEVATION
NORTH
KEY PLAN
B6
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
WELD
RUST SHIELD (TYP)
VA
R
IE
S
4" DIA GATE POST GALVANIZED STEEL TUBE 6 RAIL GATE.
INSTALL TOP OF GATE LEVEL WITH TOP OF
HINGE POST UNLESS OTHERWISE NOTED.
GALVANIZED STEEL POST WITH WELDED
OR DRIVE ON END CAP. POST TO BE
SCHEDULE 40 PIPE UNLESS OTHERWISE
NOTED. NOMINAL PIPE SIZE AS PER SCHEDULE.
POST HEIGHT
PER SCHEDULE
RUST SHIELD (TYP.)
LENGTH - SEE SCHEDULE
WELD
WELD
RUST SHIELD (TYP)
4" DIA GATE POST OR
8" BUILDING COLUMN
2' 3"
1' 1/ 2"
1' 1/ 2"
LENGTH - SEE SCHEDULE
HINGE BRACKET
HINGE BRACKET
RUST SHIELD (TYP.)
1 3/4"
CHAIN WELDED TO
GATE AND LATCHED
RUST SHIELD (TYP.)
SELF-LATCH
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E
M
AR
K
D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S _M
EP
-B .2 .rv t
2/ /2 1:
:4
PM
Q-601-B12.2
EQ
U
IP
M
EN
T
SC
H
ED
U
LE
A N D D
ET
AI
LS
AR
EA
B1 2.
- C O N N
EC
TO
R A N D S O R
TI
N G
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NTS1 PANEL TYPE A
NTS3 GATE TYPE A
NTS2 PANEL TYPE D
NTS4 HINGE TYPE A
NTS5 LATCH TYPE C
NORTH
KEY PLAN
B12.2
R
TA
/0 8/
AD
D
EN
D U M
/2 5/
RFI 11161550
LW
B5.B B5.C B5.E B5.F B5.G
B5.1
B5.3
B5.2
B5.A B5.D
B4.K
B4.2
B4.3
M
AT
C H
LI
N E
- B
M
AT
C H
LI
N E
- B
W
ES
T
M
AT
C H
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .