Amendment 07 - Ad_0009_Drawings_04.01.2025.pdf
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- Solicitation number
- W9128F25R0014
About this file
This document is a set of architectural and engineering drawings for the USDA Dairy Forage Research Center (DFRC) project located in Prairie du Sac, Wisconsin. The drawings provide detailed structural, plumbing, electrical, and foundation plans for multiple building areas including B4 (Milking Parlor), B2 (Advanced Animal Nutrition), B3 (Freestalls), B9 (Ingredient Bins), B13 (Milk House), and B8 (Agronomy). The technical drawings include specific details such as concrete reinforcement, foundation layouts, electrical service entrance, plumbing systems, equipment sections, and structural concrete plans. Key design elements include concrete spread footings, metal building structures, trench drain sections, water storage tank foundations, and comprehensive infrastructure for supporting dairy research facilities with capacity for 452 lactating cows, 144 calves, and associated research personnel.
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LEVEL 3 B4 EAST ROOF
885' - 4"
LEVEL -1 B4 T.O.
FOOTING
860' - 4"
B4.1 B4.2 B4.3 B4.4
LEVEL 2 B4 T.O.
CURB-EAST
869' - 4"
RIDGE VENTILATOR OR
RIDGE CAP
24 GA. METAL ROOF
6" INSULATION
2" INSULATION
2'-0" METAL
ROOF OVERHANG
W/TRIM AND SOFFIT
26 GA. METAL SKIN
8" STAY IN PLACE
PLASTIC FORM
CONCRETE WALL
2" / 1'-0"2" / 1'-0"
14' - 4" 14' - 4"
EA
VE
H
EI
G H T
9' 0"
6' - 8" 10' - 4"
A-310-B4
5' - 0" 44' - 0"
5' - 0"
54' - 0"
1' 0"
5' 0"
27' - 0" 27' - 0"2' - 0"
5' 1"
S-503-B4
SUBWAY
/6 S-503-B4
TRUSS SEE DETAIL
2L TRUSSES @ 2'-0" O.C.
LEVEL 0 B4 T.O. FLUSH
FLUME
865' - 4"
LEVEL 3 B4 EAST ROOF
885' - 4"
LEVEL -1 B4 T.O.
FOOTING
860' - 4"
B4.2 B4.3
LEVEL 2 B4 T.O.
CURB-EAST
869' - 4"
A-310-B4
LEVEL -1 B4 T.O.
FOOTING
860' - 4"
B4.1 B4.4
LEVEL 1 B4 T.O.
CURB-WEST
865' - 8"
LEVEL 4 B4 WEST ROOF
879' - 8"
SHOP
B4-103
HALL
B4-102
OFFICE
B4-10110
ATTACH CEILING TO BOTTOM
OF ROOF GIRTS
CEILING. SEE FINISH
SCHEDULE FOR MATERIAL
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
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A M
A-301-B4
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/0 8/
W F2 0C
W F2 1C
3/16" 1'-0"A-301-B4
BUILDING CROSS SECTION - AREA B4 -
MILKING PARLOR1
3/16" 1'-0"A-301-B4
BUILDING CROSS SECTION - HOLDING2
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
AD
D
EN
D U M
/0 4/
3/16" 1'-0"A-301-B4
WEST SECTION3
OTHER
GOVERNMENT
INQUIRY
112.5 KVA
480V P TO
120/208V S
TRANSFORMER
PANEL
EPB2
400A 120/208V 3Ø
42 SPACES
200A 208V
ATS
PANEL
EPB2F
120/208V 3Ø
42 SPACES
4-3/0, 1#6 (G), 2 1/2" C
3"
FROM
MDP-1
7.5 KVA
480V P TO
120/208V S
TRANSFORMER
4-3/0, 1#6 (G), 2 1/2" C
3" C
FROM
6DP
8-3/0, 1#3 (G), 3" C
6' - 0" ABOVE
COW LEVEL
TRAPEZE HANGER, 316 STAINLESS
STEEL OR UNISTRUT
3-1/2" DEEP X 18" WIDE X 6" RUNG SPACING
316 STAINLESS STEEL CABLE TRAY
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
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G
IN
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R S
D R
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N B Y:
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3 5 7 9 11 13 15 17 19
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Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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/0 8/
W F2 0C
W F2 1C
Notes:
Total Estimated Demand Current: 314 Total Connected Current: 308 Total Estimated Demand: 113151 Total Connected Load: 111120
Subpanel 56700 100% 56700 Power 42700 103% 43981 Receptacles 8720 100% 8720 Lighting 3000 125% 3750 Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 101.9 111.8 105.1 Total Load: 84.74 92.94 87.34
41 42 39 --- --- --- --- 56.7 40 37 --- --- --- --- 56.7 5.6 --- --- --- --- 38 35 2 EPB2F 100 3 56.7 5.6 2 20 Overhead... 10 36
33 --- --- --- --- 4.5 4.5 --- --- --- --- 34 31 8 Fans 20 2 4.5 4.5 2 20 Fans 8 32 29 --- --- --- --- 4.5 4.5 --- --- --- --- 30 27 8 Fans 20 2 4.5 4.5 2 20 Fans 8 28 25 --- --- --- --- 4.5 4.5 --- --- --- --- 26 23 8 Fans 20 2 4.5 4.5 2 20 Fans 8 24 21 --- --- --- --- 4.5 4.5 --- --- --- --- 22 19 8 Fans 20 2 4.5 4.5 2 20 Fans 8 20 17 12 Receptacles 20 1 1.1 1.1 1 20 Spare 12 18 15 12 Receptacles 20 1 1.1 1.1 1 20 Receptacles 12 16 13 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 14 11 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 12 9 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 10 7 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 8 5 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 6 3 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 4 1 12 Lights 20 1 1.5 1.5 1 20 Lights 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: 400A Mounting: Surface Wires: 4 Mains Rating: 400A Supply... Panel GDP Phases: 3 Mains Type:
Location: Room B2-101 Volts: 120/208 Wye AIC Rating: 35 kaic
Panel: EPB2
Notes:
Total Estimated Demand Current: 157 Total Connected Current: 154 Total Estimated Demand: 56652 Total Connected Load: 55495
Receptacles 360 100% 360 Power 54900 102% 55998 Lighting 235 125% 293.75 Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 25.3 34.6 33.8 Total Load: 20.995 28.74 28.1
41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 --- --- --- --- 0.9 24 21 10 Overhead... 20 2 0.9 0.4 1 20 NAC Panel 12 22
19 --- --- --- --- 4.5 4.5 --- --- --- --- 20 17 8 Fans 20 2 4.5 4.5 2 20 Fans 8 18 15 --- --- --- --- 4.5 4.5 --- --- --- --- 16 13 8 Fans 20 2 4.5 4.5 2 20 Fans 8 14 11 --- --- --- --- 4.5 4.5 --- --- --- --- 12 9 8 Fans 20 2 4.5 4.5 2 20 Fans 8 10 7 --- --- --- --- 5.6 4.5 --- --- --- --- 8 5 8 Fans 20 2 5.6 4.5 2 20 Fans 8 6 3 12 Radiant... 20 1 0.42 0.42 1 20 Radiant... 12 4
1 12 Lights 20 1 0.235 0.36 1 20 Receptacles 12 2
Key Note CKT Feeder Load NameTrip 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... 225A Supply... Panel GDP Phases: 3 Mains Type:
Location: Room B2-101 Volts: 120/208 Wye AIC Rating: 35 kaic
Panel: EPB2F
L3 Night lighting Red LED light bulb in single bulb fixture LED 7 ND 120V/3P
L2 Exterior Door Entrances Exterior wall pack LED 41 ND 120V/3P
L1 Rooms Dust-proof, water-tight, reinforced fiberglass body LED 120 Full Dimming 120V/3P
Mark Location Description Manufacturer Model Lamp Wattage Driver Type Electrical Data Acceptable Manufactureres Notes
Lighting Fixture Schedule
1/2" 1'-0"1
SERVICE AND DISTRIBUTION ELEVATION -
B2
R
TA
/0 8/
AD
D
EN
D U M
/2 8/
AD
D
EN
D U M
/2 5/
AD
D
EN
D U M
/0 4/
NTS2 CABLE TRAY INSTALLATION DETAIL
RFI 11152931
RFI 11152936
RFI 11152931
RFI 11152936
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
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D B Y:
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N N O
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3 5 7 9 11 13 15 17 19
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Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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D R Y C O W
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R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
Notes:
Total Estimated Demand Current: 296 Total Connected Current: 291 Total Estimated Demand: 246478 Total Connected Load: 242038
Subpanel 64438 100% 64438 Power 177600 103% 182040
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 255.5 255.5 255.5 Total Load: 212.4 212.4 212.4
41 42
39 40
37 38
35 --- --- --- --- 64.4 36
33 --- --- --- --- 64.4 34
31 2 EPB3 100 3 64.4 32
29 --- --- --- --- 14.8 14.8 --- --- --- --- 30
27 --- --- --- --- 14.8 14.8 --- --- --- --- 28
25 6 Roof Ventilators 40 3
14.8 14.8
3 40 Roof Ventilators 6
23 --- --- --- --- 14.8 14.8 --- --- --- --- 24
21 --- --- --- --- 14.8 14.8 --- --- --- --- 22
19 6 Roof Ventilators 40 3
14.8 14.8
3 40 Roof Ventilators 6
17 --- --- --- --- 14.8 14.8 --- --- --- --- 18
15 --- --- --- --- 14.8 14.8 --- --- --- --- 16
13 6 Roof Ventilators 40 3
14.8 14.8
3 40 Roof Ventilators 6
11 --- --- --- --- 14.8 14.8 --- --- --- --- 12
9 --- --- --- --- 14.8 14.8 --- --- --- --- 10
7 6 Roof Ventilators 40 3
14.8 14.8
3 40 Roof Ventilators 6
5 --- --- --- --- 14.8 14.8 --- --- --- --- 6
3 --- --- --- --- 14.8 14.8 --- --- --- --- 4
1 6 Roof Ventilators 40 3
14.8 14.8
3 40 Roof Ventilators 6
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: NEMA 3R MCB Rating: 400A Mounting: Surface Wires: 4 Mains Rating: 400A
Supply From: Panel MDP-1 Phases: 3 Mains Type:
Location: Outdoor Volts: 277/480V AIC Rating: 35 kaic
Panel: EPB3S1
Notes:
Total Estimated Demand Current: 202 Total Connected Current: 198 Total Estimated Demand: 168297 Total Connected Load: 165009
Subpanel 55400 100% 55400 Power 109,609 103% 112897.27
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 196.8 196.8 196.8 Total Load: 163.6 163.6 163.6
59 60 57 58 55 56 53 54 51 52 49 50 47 --- --- --- --- 55.4 24 --- --- --- --- 48 45 --- --- --- --- 55.4 24 --- --- --- --- 46
43 2 EPB3F 100 3 55.4 24 3 50 SPECIAL OUTLET 4 44
41 --- --- --- --- 9.7 9.7 --- --- --- --- 42 39 --- --- --- --- 9.7 9.7 --- --- --- --- 40 37 8 Stir Fans 30 3 9.7 9.7 3 30 Stir Fans 8 38 35 --- --- --- --- 5.4 5.4 --- --- --- --- 36 33 --- --- --- --- 5.4 5.4 --- --- --- --- 34 31 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 32 29 --- --- --- --- 5.4 5.4 --- --- --- --- 30 27 --- --- --- --- 5.4 5.4 --- --- --- --- 28 25 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 26 23 --- --- --- --- 5.4 5.4 --- --- --- --- 24 21 --- --- --- --- 5.4 5.4 --- --- --- --- 22 19 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 20 17 --- --- --- --- 5.4 5.4 --- --- --- --- 18 15 --- --- --- --- 5.4 5.4 --- --- --- --- 16 13 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 14 11 --- --- --- --- 5.4 5.4 --- --- --- --- 12 9 --- --- --- --- 5.4 5.4 --- --- --- --- 10 7 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 8 5 --- --- --- --- 5.4 5.4 --- --- --- --- 6 3 --- --- --- --- 5.4 5.4 --- --- --- --- 4 1 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 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: NEMA 3R MCB Rating: 250A Mounting: Surface Wires: 4 Mains Rating: 250A
Supply From: Panel MDP-1 Phases: 3 Mains Type:
Location: Room B2-101 Volts: 277/480V Wye AIC Rating: 35 kaic
Panel: EPB3S2
L3 Freestall Area Red LED light bulb in single bulb fixture LED Red 7 ND 120V/3P
L2 Exterior Door Entrances Exterior wall pack LED 5000K 41 ND 120V/3P
L1 Freestall Area Round high bay fixture with 6' whip and eye bolt LED 5000k 194 Full Dimming 120V/3P
Mark Location Description Manufacturer Model Lamp Color Wattage Driver Type Electrical Data Acceptable Manufactureres Notes
Lighting Fixture Schedule
R
TA
/0 8/
AD
D
EN
D U M
/2 8/
AD
D
EN
D U M
/2 5/
AD
D
EN
D U M
/0 4/
RFI 11152938
RFI 11152942
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
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N B Y:
D
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D B Y:
AN
SI
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C O N
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T N O
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N N O
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3 5 7 9 11 13 15 17 19
L
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A
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AR
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D
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C R
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Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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3/ 4/ :0 1:
P M
E-603-B4
EL
EC
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S C H
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D U S
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/0 8/
W F2 0C
W F2 1C
Notes:
Total Estimated Demand Current: 285 Total Connected Current: 278 Total Estimated Demand: 102530
M 90780 100% 90780 Total Connected Load: 100180
LM 9400 125% 11750
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 107.1 103.6 84.0 Total Load: 38.59 37.33 30.26
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 --- --- --- --- 3.2 3.2 --- --- --- --- 36
33 10 Curtain Operator B4 20 2
3.2 3.2
2 20 CURTAIN
OPERATOR B4 10 34
31 --- --- --- --- 3.2 3.2 --- --- --- --- 32
29 10 Curtain Operator-B12.2 20 2
3.2 3.2 2 20 Curtain
Operator-B12.2 10 30
27 --- --- --- --- 3.2 3.2 --- --- --- --- 28
25 10 Curtain Operator-B12.1 20 2
3.2 3.2 2 20 Curtain
Operator-B12.1 10 26
23 --- --- --- --- 0.83 3.2 --- --- --- --- 24
21 12 Fabric Door 20 2
0.83 3.2
2 20 Curtain Operator-B12.1 10 22
19 --- --- --- --- 0.83 20
17 12 Fabric Door 20 2 0.83 6 18
15 --- --- --- --- 4.7
13 4 Fans 50 --- 4.7 14 11 --- --- --- --- 4.7 0.83 --- --- --- --- 12 9 4 Fans 50 2 4.7 0.83 2 20 Fabric Door 12 10 7 --- --- --- --- 4.7 4.7 --- --- --- --- 8 5 4 Fans 50 2 4.7 4.7 2 50 Fans 4 6 3 --- --- --- --- 4.7 1.7 --- --- --- --- 4
1 4 Fans 50 2 4.7 1.7 2 20 Overhead Door 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: 400A Mounting: Surface Wires: 4 Mains Rating: 400A Supply From: Panel EPB4S1 Phases: 3 Mains Type:
Location: B4-104 Volts: 120/208 Wye AIC Rating: 35 kaic
Panel: EPB4-2
R
TA
/0 8/
AD
D
EN
D U M
/0 4/
RFI 11152952
RFI 11152955
B4.F B4.H
B4.1
B4.CB4.B B4.I B4.J B4.K
B4.2
B4.3
B4.A B4.G
B12.1.A B12.1.B
B12.1.5
B12.2.1
B12.2.A B12.2.B
B5.3
B5.2
B5.A
B4.4
B12.1.A B12.1.B
B12.1.5
B4.D B4.E
SHOP
B4-103
UTILITY
ROOM/SUBWAY
ACCESS
B4-104
HALL
B4-102
OFFICE
B4-101
MANAGERS
OFFICE
B4-100
RESTROOM
B4-106
RESTROOM
B4-105
MILKING PARLOR
B4-109
CORRIDOR
B4-108
HOLDING
B4-110
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
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B Y:
SU
BM
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D B Y:
SI
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C H
EC
KE
D B Y:
AN
SI
D
IS
SU
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AT
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C O N
TR
AC
T N O
SO
LI
C
IT
AT
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N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
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C
A
D
AT
E M
AR
K D
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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
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F
D
B
N
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D
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FO
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AG
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//1 5_ U
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C _2 2/ A _S
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-B 4.
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3/ 3/ 1:
:5
AM
I-101-B4
R O O M F
IN
IS
H S C H
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PA
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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
B4
NTS1 ROOM FINISH PLAN - AREA B4
FINISH SCHEDULE
ROOM NO ROOM NAME
WALL FINISH FLOOR
CEILIN
G
NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST MAT FIN FIN
B4-100 MANAGERS OFFICE FRP FRP FRP FRP CONC LBRF FRP
B4-101 OFFICE FRP FRP FRP FRP CONC LBRF FRP
B4-102 HALL FRP FRP FRP FRP CONC LBRF FRP
B4-103 SHOP MTL MTL MTL MTL CONC LBRF MTL
B4-104 UTILITY ROOM/SUBWAY ACCESS MTL MTL MTL MTL CONC LBRF MTL
B4-105 RESTROOM FRP FRP FRP FRP CONC LBRF FRP
B4-106 RESTROOM FRP FRP FRP FRP CONC LBRF FRP
B4-107 JANITOR FRP FRP FRP FRP CONC LBRF FRP
B4-108 CORRIDOR FRP FRP FRP FRP CONC LBRF FRP
B4-109 MILKING PARLOR PLC OPEN PLC FRP CONC HBRF FRP PLC PLASTIC LINED CONCRETE FORM
B4-110 HOLDING CRT MTL CRT MTL CONC GR MTL
R
TA
/0 8/
AD
D
EN
D U M
/0 4/
OTHER
B2.B B2.C B2.D B2.E
B2.1
B2.2
B2.A/B1.F
LW-1LW-1
S1-D
S1-D
HB-F1
HB-F1
HB-F1
HB-F1
LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1LW-1
LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1 LW-1
B2.F B2.G B2.H
B2.I
B3.A
B3.2
B3.3
B3.6
B3.5
2" POLY GAS
RH - 2RH - 3
1-1/2" PVC
1-1/2" PVC
3/4" POLY GAS
RH - 1
1-1/2" PVC
SS - 11/2"
SS
1/ 2"
C W
HW
H W
1" H W
1" H W
1" C W
1" C W
LW LW LW LW LW
LWLWLWLWLW
RH - 4
2 1/2" LW
1 1/2" POLY GAS
HB-F1
VAC
VAC VAC VAC
VACVACVAC
VA
C
VACUUM LINE WITH
TAPS AT EACH STALL
LOCATE: IN CABLE TRAY
VACUUM LINE WITH
TAPS AT EACH STALL
LOCATE: IN CABLE TRAY
US Army Corps of Engineers ®
SHEET ID
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W F2 0C
W F2 1C
NORTH
KEY PLAN
B2
1/8" 1'-0"C3
PLUMBING PLAN - AREA B2 - ADVANCED
ANIMAL NUTRITION
KEYNOTES:
1" PVC HOT BLUFFVIEW WATER FROM B1
1" PVC COLD BLUFFVIEW WATER FROM B1
LIVESTOCK WATER LINE
2" POLYETHYLENE GAS LINE FROM B1
FLUSH FLUME, SEE STRUCTURAL
2 1/2" PVC WELL WATER FROM B1
7 1 1/2" PVC PIPE DRAIN TO FLUSH FLUME WITH
BACK WATER VALVE
R
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AD
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8 VACUUM LINE FROM ROOM B1-106
RFI 11161542
RFI 11161542
LEVEL 0 B9 FF
867' - 6"
LEVEL -1 B9 TOF
863' - 6"
B9.AB9.B
70' - 0"
INGREDIENT BINS
DISCHARGE AUGERS
HEAD DISCHARGES
(TYPICAL OF 12)
6 - 20 TON
HOPPER
BOTTOM
BINS
3,000
BUSHEL
HOPPER
BOTTOM
BEAN BIN
6 - 30 TON
HOPPER
BOTTOM
BINS
6" AUGERSLEVEL -2 B9 TOF
854' - 4"
1' 4"
4' 8"
GRADE
CUTOFF
GATE
CYCLONE WITH
ABRASION RESISTANT
STEEL, TYPICAL
AMONG ALL 20 AND 30
TON HOPPER BINS.
M
IN
IM
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' C
LE
AR
AN
C E
LEVEL 0 B9 FF
867' - 6"
LEVEL 2 B9 ROOF
887' - 6"
LEVEL -1 B9 TOF
863' - 6"
B9.A B9.B
HAMMER
MILL
ROTARY
AIRLOCK
VALVE ROTARY
AIRLOCK
VALVE
12 GA. RECIEVING
PIT, 21 CUBIC-FEET,
W/ TOP GRATING
COLLECTION
PIT
5" DIAMETER
PNEUMATIC
CONVEYOR
12 GA, 5' INSIDE
DIAMETER HAMMER
MILL SURGE HOPPER
16' - 0" 8' - 0" 14' - 6" 37' - 1" 18' - 5"
10" HORIZONTAL
AUGER TO DISCHARGE,
1200 BPH
70' - 0"
INGREDIENT BINS
DISCHARGE AUGERS
HEAD DISCHARGES
(TYPICAL OF 12)
BIN/LOADOUT FILL
AUGER DISCHARGE
CENTERED IN
DRIVEWAY
20,000 BUSHELS
CORN STORAGE BIN
AIR POWER UNIT
PNEUMATIC CONVEYOR
10" OFFSET VALVE
DROP INTO HAMMER
MILL SURGE BIN AND
HORIZONTAL AUGER
55' - 6 1/4"
10" INCLINE AUGER
INTO OFFSET VALVE
LEADING TO HAMMER
MILL AND HORIZONTAL
AUGER
LEVEL -2 B9 TOF
854' - 4"
PNUEMATIC
CONVEYING
/4
8' - 0"
6" AUGER;
40' LENGTH 6" AUGER;
25' LENGTH
CUTOFF
GATE
NOTE: ROTARY AIRLOCK VALVES TO START WHEN AI POWER UNIT TURNS ON
US Army Corps of Engineers ®
SHEET ID
U S
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M Y C O R
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N B Y:
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Q-302-B9
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W F2 0C
W F2 1C
NORTH
KEY PLAN
B9
1/8" 1'-0"J5 EQUIPMENT SECTION 4 - B9
1/8" 1'-0"B5 EQUIPMENT SECTION 2 - B9
R
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AD
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/0 4/
AD
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RFI 11163450
SHEET ID
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W F2 0C
W F2 1C
80G3-66 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-65 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-64 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-63 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-62 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A W D E
G3-61 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A W D E
G3-60 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A W D E
G3-59 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A W D E
G3-58 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A W D E
G3-57 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-56 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-55 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-54 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-53 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-52 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-51 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-50 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A W D E
G3-49 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A W D E
G3-48 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-47 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-46 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-45 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-44 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-43 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-42 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-41 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-40 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-39 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-38 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-37 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-36 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-35 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-34 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-33 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-32 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-31 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-30 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-29 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-28 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-27 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-26 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-25 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-24 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-23 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-22 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-21 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-20 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D N C S
G3-19 CENTER ALLEY A 12'-0" 11'-4" 48" 2" 62" 8'-2" 4" A E C W
G3-18 CENTER ALLEY A 11'-10" 11'-3" 48" 2" 62" -- -- D W C E
G3-17 CENTER ALLEY A 12'-0" 11'-4" 48" 2" 50" 7'-2" 4" A W C E
G3-16 CENTER ALLEY A 11'-10" 11'-3" 48" 2" 62" -- -- D W C E
G3-15 CENTER ALLEY A 12'-0" 11'-4" 48" 2" 62" 8'-2" 4" A W C E
G3-14 CENTER ALLEY A 11'-10" 11'-3" 48" 2" 62" -- -- D E C W
G3-13 CENTER ALLEY A 12'-0" 11'-4" 48" 2" 50" 7'-2" 4" A E C W
G3-12 CENTER ALLEY A 11'-10" 11'-3" 48" 2" 62" -- -- D E C W
G3-11 CENTER ALLEY A 14'-4" 13'-8" 48" 2" 62" 8'-2" 4" A N C S
G3-10 CENTER ALLEY A 9'-4" 8'-8" 48" 2" 62" 8'-2" 4" A N C S
G3-9 CENTER ALLEY A 12'-2" 11'-6" 48" 2" 62" 8'-2" 4" A N C S
G3-8 CENTER ALLEY A 9'-4" 8'-8" 48" 2" 62" 8'-2" 4" A N C S
G3-7 CENTER ALLEY A 11'-10" 11'-3" 48" 2" 62" 8'-2" 4" A N C S
G3-6 CENTER ALLEY A 11'-10" 11'-3" 48" 2" 62" 8'-2" 4" A N C S
G3-5 CENTER ALLEY A 9'-4" 8'-8" 48" 2" 62" 8'-2" 4" A N C S
G3-4 CENTER ALLEY A 12'-2" 11'-6" 48" 2" 62" 8'-2" 4" A N C S
G3-3 CENTER ALLEY A 9'-4" 8'-8" 48" 2" 62" 8'-2" 4" A N C S
G3-2 CENTER ALLEY A 14'-4" 13'-8" 48" 2" 62" 8'-2" 4" A N C S
G3-1 CENTER ALLEY A 17'-0" 16'-4" 48" 2" 62" 8'-2" 4" A N C S
GATE
MARK LOCATION
TYP
E
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 (PART 1)
G3-139 FEED SUB KITCHEN A 30'-1" 20'-0" 48" 2" 62" 7'-2" 4" A W A --
G3-138 FEED SUB KITCHEN A 30'-6" 11'-0" 48" 2" 62" -- -- D W A --
G3-137 FEED SUB KITCHEN A 30'-1" 20'-0" 48" 2" 62" 8'-2" 4" A E A --
G3-136 FEED SUB KITCHEN A 30'-6" 11'-0" 48" 2" 62" 8'-2" 4" A E A --
G3-135 DROVER LANE/EAST END A 11'-11" 11'-3" 48" 2" 58" 7'-10" 4" A N C S
G3-134 DROVER LANE/EAST END A 11'-11" 11'-3" 48" 2" 58" 7'-10" 4" A S C N
G3-133 DROVER LANE/CENTER ALLEY A 11'-9" 11'-0" 48" 2" 62" -- -- D N C S
G3-132 DROVER LANE/CENTER ALLEY A 11'-9" 11'-0" 48" 2" 50" 7'-2" 4" A N D S
G3-131 DROVER LANE/CENTER ALLEY A 11'-9" 11'-0" 48" 2" 62" -- -- D N C S
G3-130 DROVER LANE/CENTER ALLEY A 11'-9" 11'-0" 48" 2" 50" 7'-2" 4" A N D S
G3-129 DROVER LANE/WEST END A 11'-9" 11'-0" 48" 2" 62" -- -- D N C S
G3-128 DROVER LANE/WEST END A 11'-9" 11'-0" 48" 2" 62" -- -- D S C N
G3-127 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-126 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-125 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-124 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-123 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-122 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-121 DROVER LANE A 11'-8" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-120 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-119 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-118 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-117 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-116 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-115 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-114 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-113 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-112 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-111 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-110 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-109 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-108 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-107 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-106 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-105 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-104 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-103 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-102 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-101 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-100 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-99 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-98 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A E C W
G3-97 DROVER LANE A 11'-7" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-96 DROVER LANE A 11'-8" 11'-0" 48" 2" 50" 7'-2" 4" A W C E
G3-95 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-94 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-93 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-92 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-91 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-90 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-89 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-88 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-87 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-86 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-85 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-84 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-83 FEED LANE A 14'-2" 13'-6" 48" 2" 62" -- -- D S C N
G3-82 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-81 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-80 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-79 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-78 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-77 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-76 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NE C SE 4'-0" BI-FOLD
G3-75 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-74 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-73 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-72 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-71 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-70 FREESTALLS G 12'-2" 11'-6" 48" 2" 54" 7'-6" 4" A NW C SW 4'-0" BI-FOLD
G3-69 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-68 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
G3-67 FREESTALLS/DROVER LANE A 13'-2" 12'-6" 48" 2" 50" 7'-2" 4" A E D W
GATE
MARK LOCATION
TYP
E
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 (PART 2)
R
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AD
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/0 4/
OTHER
GOVERNMENT
INQUIRY
OTHER
20"
9"
1.5" COVER
1.5" COVER
1.5" COVER
3" COVER
FOOTING
#5 BARS @ 7"
O.C. BOTH WAYS
2 MATTS
FOUR #6 BARS
#3 TIES @ 9" O.C.
FOUR #6 HOOKS
1' 0"
4' 0"
1' 0"
1' - 0"
1' - 6"
16' LONG #5 HAIR PIN
TIES @ EACH
COL. LOCATION
GRADE
FLOOR SLAB
18" #4 DOWELS
@18" O.C.
6" CONCRETE APRON W/ #4 BARS @ 18 O.C.
EACH WAY CENTERED IN SLAB
#4 BARS @ 12" O.C.
EACH WAY
THICKEN EDGE
ON 3 SIDES
3'
0"12" FOUNDATION
. SLOPE 1/4"/FT
CONCRETE FLOOR
CAST IN PLACE
6" CONCRETE
AROUND TRENCH
DRAIN
PRECAST
TRENCH
DRAIN
1.5" COVER
1.5" COVER #3 TIES @ 9" O.C.
FOUR #6 BARS
1' 0"
9"#5 X 16'
HAIR PIN
#5 BARS @ 12" O.C.
BOTH WAYS, 2 MATTS
#6 HOOK
BARS 12" o.c.
#5 BARS @ 7" O.C.
BOTH WAYS 2 MATTS
3" COVER
1 1/2" COVER, BOTH SIDES
36"
9"
5' 0"
1' 0"
1' - 6"
1' - 0"
PRECAST 6'X2'X2' CONCRETE BLOCK
2' - 0"
#5 BARS @ 12" O.C.
#5 HOOKS @ 12" O.C.
24"
24"
1' 0"
4"
1' 4"
1' - 8"
6' - 0"
4" 1' 0"
#4 BARS VERT. @ 15" O.C.
(2) #4 BARS EQUALLY SPACED
#3 BARS @ 18" O.C. EACH WAY
#3 BARS @ 18" O.C. EACH WAY
(3) #4 BARS EQ. SPACED EACH WAY
ENCASE 14" X 8" DUCT IN
CONRETE
6" CONCRETE CONTAINMENT SLAB
WITH #4 BARS @ 18" O.C.
6" CONCRETE SUMP WALL
WITH #4 BARS @ 8" O.C.
BOTHWAYS
6" CONCRETE BASE
#4 BARS @ 8" O.C.
BOTHWAYS
3" X 1 1/2" X 1/2" KEYED JOINT
WITH BENTONITE SEAL (TYP)
2' - 0"
2' 0"
3' - 0"
1-1/2" X 1-1/2" NOTCH
(TYP.)
1 1/2"
1/ 2"
L1-1/2" x 1-1/2" x 1/4" ANGLE WITH 2" STUDS @ 12" o.c.
US Army Corps of Engineers ®
SHEET ID
U S
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M Y C O R
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S-501-B8
ST
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G R O N O M Y
PR
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M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NORTH
KEY PLAN
B8
1" 1'-0"1 COLUMN REINFORCEMENT
3/4" 1'-0"5 APRON & DOOR STOOP SECTION
1" 1'-0"4 TRENCH DRAIN SECTION
1" 1'-0"2 COLUMN REINFORCEMENT PLAN
1" 1'-0"3 WALL AND FOOTING DETAIL
1/2" 1'-0"6 BUNKER WALL DETAIL
1/2" 1'-0"7 WALL FOUNDATION DETAIL
1/2" 1'-0"8 DRYER B8-102, B8-103, B8-104 SECTION
LINE PENETRATION IN FOUNDATION WITH DUCT
1" 1'-0"9 SUMP DETAIL
GENERAL NOTES:
1. THE SHEET PERTAINS TO BID OPTION 4
R
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AD
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3' 6"
6" 6"
3'
8" 16' - 8"
8"
3' 6"
6" 6"
3'
#5 BARS @ 12" o.c
EACH WAY
#5 BARS @ 18" o.c
EACH WAY
8" SCREENINGS
6" SAND BASE 6" SAND BASE
FREESTALL
DIVIDERS (TYP)
1' 6"
1' 6"
(CROSS OVER) (CROSS OVER)(FREESTALL AREA)
#5 BARS @ 12" o.c
EACH WAY
8" SCREENINGS
#5 BARS @ 18" o.c
EACH WAY
#5 BARS @ 18" o.c
EACH WAY
6" SAND BASE
6" SAND BASE
#5 BARS @ 12" o.c
EACH WAY
8"
6"
2"4"
4" 4" 8"
6" 6"
8" 9' - 0 3/4"
1' 0"
1' 0"
6" 6"
1' 6"
1'
1" CHAMFERED
EDGE
10' - 2 3/4"
CROWN 1/2"
6" 6"
4" 6" 6"
#5 BARS @ 18" o.c
EACH WAY
6" SAND BASE
#5 BARS @ 18" o.c
EACH WAY
PREENGINEERED
METAL BUILDING
COLUMN
SIX #5 BARS
BOTH WAYS
TWO MATTS
1' 4"
3' - 6"
3"
3"
CROSS OVER
FLOOR
TOP OF DIVIDER WALL
(LOCATED BEHIND POST)
6"
TOP OF CURB AT
FREESTALL HEAD
2' 6"
6" 1' 0"
TOP OF ALLEY FLOOR
PREENGINEERED
METAL BUILDING
COLUMN
SIX #5 BARS
BOTH WAYS
TWO MATTS
6" 1' 4"
3' - 6"
3"
3"
CROSS OVER
FLOOR
TOP OF DIVIDER WALL
TOP OF CURB AT FREESTALL HEAD
(LOCATED BEHIND POST)
5' 0"
4"
ALLEY FLOOR
1' 6"
3' 6"
1' 0"
2' 1/ 4"
3' 1/ 4"
COW ALLEY
#5 BARS @ 12" O.C.
#5 HOOKS @ 12" O.C.
24"
24"
1' 0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
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IN
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D R
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N N O
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Pl ot D at e:
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AM
S-503-B3
ST
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VE
N
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AL
F R
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D R Y C O W
PR
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M . B ro w ns te in
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/0 8/
W F2 0C
W F2 1C
1/2" 1'-0"1 CONCRETE DIVIDER WALL - B3
1/2" 1'-0"2 FREESTALL CONCRETE DETAIL - B3
1/2" 1'-0"3 CONCRETE DETAIL 3 - B3
1.
NOTES:
PROVIDE CONTROL JOINTS @ 15' MAXIMUM
SPACING.
1" 1'-0"4 INTERNAL COLUMN FOOTING SECTION 2
1" 1'-0"5 INTERNAL COLUMN FOOTING SECTION 3
1" 1'-0"6 WATERER ENDWALL CONCRETE DETAIL
1/2" 1'-0"7 WALL FOUNDATION DETAIL
R
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OTHER
B12.1.A B12.1.B
B12.1.1
B12.1.2
B12.1.3
B12.1.4
B12.1.5
0' 0"
14' - 0"
S-301-B12.1
S-301-B12.1
6" CONCRETE FLOOR
B13.1
B13.3
B13.2
B13.C
MATCHLINE - B6
M
AT
C H
LI
N E
- B
MATCHLINE - B4
B6.F
B6.11B6.10
B4.1
B4.I B4.J
B4.2
S-302-B12.1
S-302-B12.1
1' - 0" 1' - 0"
+0"
+0"+1.5"
+0"+1.5"
+0"
SLOPE DOWN
SLOPE DOWN
SLOPE DOWN
FLUSH FLUME OPENING
S-501-B12.1
B6.F
B6.11
B4.1
B4.J B4.K
B4.2
9"
S-301-B12.1
S-301-B12.1
FL
U M E O
PE
N
IN
G
B5.1
B5.2
B5.1
B5.2
B5.A
18' - 0"
WATER STORAGE TANK
FOUNDATION PAD
WATER
STORAGE
TANK
S-501-B12.1
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
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D R
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N B Y:
D
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C O N
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Pl ot D at e:
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S-102-B12.1
ST
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PL
AN
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B .1
C O N N
EC
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M . B ro w ns te in
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/0 8/
W F2 0C
W F2 1C
NORTH
KEY PLAN
B12.1 1/8" 1'-0"1
STRUCTURAL CONCRETE PLAN - AREA
B12.1 - CONNECTOR
GENERAL NOTES:
1.
2.
3.
PROVIDE FLOOR CONTROL JOINTS @
MAXIMUM 15'-0" O.C.
PROVIDE BROOM FINISH ON ALL FLOORS
SEE EQUIPMENT DRAWINGS FOR POST
LOCATIONS
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RFI 11125834
#3 TIES @ 9" O.C.
FOUR #6 BARS
FOUR #6
HOOK BARS
#5 BARS @ 7" O.C.,
2 MATTS
#5 BARS @ 7" O.C.,
2 ,MATTS
20"
9"
6' 0"
1' 0"
1' - 6"
3" C O
VE
R
BOTH SIDES
1 1/2" COVER
1' - 0"
BOTH SIDES
1 1/2" COVER
FOUR #6 BARS
#3 TIES @ 9" O.C.
9"
BO
TH
S
ID
ES
1/ 2" C O
VE
R
1' 0"
#6 HOOK BARS
@ 7" O.C.
#5 BARS @ 12" O.C.,
2 MATTS
#5 BARS @ 12" O.C.,
2 MATTS
#5 BARS @ 7" O.C.,
2 MATTS
#5 BARS @ 7" O.C.,
2 ,MATTS
6' 0"
1' 0"
3" C O
VE
R
BOTH SIDES
1 1/2"
1' - 0"
1' - 6" BOTH SIDES
1 1/2" COVER
36"
9"
LEVEL 0 B12.1 T.O.
FLUSH FLUME
865' - 4"
B12.1.B
LEVEL 1 B12.1 T.O. CURB
867' - 4"
1 1/2" 7 1/2"
1' - 0"
CONCRETE COVER
4" MIN
9"
1/ 2"
VA
R
IE
S W
IT
H F
LU
SH
F
LU
M E
SL
O
PE
FL
U
SH
F
LU
M E
FO
U N D
AT
IO
N D
EP
TH
#4 BARS
6" GRANNULAR BASE
SEE CIVIL DRAWINGS FOR
PIPE SIZE AND DEPTH
GUTTER GRATES - GRATE ROD SPACING @ 2" O.C., 5/8" ⌀ ROD;
CROSS ROD SPACING @ 16" O.C., 3/4" ⌀ ROD.
#5 BARS @ 12" O.C.
#5 HOOKS @ 12" O.C.
24"
24"
1' 0"
#5 BAR @ 6" O.C. EACH WAY,
CENTER IN SLAB
18' - 0"
COMPACTED
SUBGRADE
COVER
1 1/2"
6"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
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D R
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N B Y:
D
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SI
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C O N
TR
AC
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AT
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N N O
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K D
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Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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C O N N
EC
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PR
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TR
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H D R
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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
B12.1
3/4" 1'-0"2
FOUNDATION COLUMN REINFORCEMENT
DETAIL
1 1/2" 1'-0"3
FOUNDATION COLUMN REINFORCEMENT
DETAIL - PLAN
3/4" 1'-0"1 FOUNDATION DETAIL
3/4" 1'-0"4 FLUSH FLUME OPENING DETAIL
1/2" 1'-0"5 WALL FOUNDATION DETAIL
R
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AD
D
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D U M
/0 4/
1/2" 1'-0"6
WATER STORAGE TANK FOUNDATION
DETAIL
FD
FD FD
FD
FD
FD
B13.A
B13.1
B13.3
6" CONCRETE FLOOR
B12.1.A
B12.1.3
B12.1.4
M
AT
C H
LI
N E
- B
.1
B13.2
B13.C
24' - 0"
1' - 0" 2' - 10" 6' - 4" 5' - 8" 6' - 4" 1' - 10"
1' 0"
3' 4"
4' 4"
1' 0"
+1.5" DOOR
+1.5" DOOR
+1.5" DOOR
PROVIDE SEPARATION FOUNDATIONS AS
REQUIRED FOR BULK TANK
6' 0"
CONCRETE APRON W/ BROOM FINISH
SET ALL FLOOR DRAINS @ +0
CONTINUOUS SLOPE FLOORS
FROM PERIMETER ELEVATION
OF +1.5
S-501-B13
S-501-B13
18' - 0"
WATER STORAGE TANK FOUNDATION
S-501-B13
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
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R S
D R
AW
N B Y:
D
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IG
N
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B Y:
SU
BM
IT
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D B Y:
SI
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C H
EC
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D B Y:
AN
SI
D
IS
SU
E D
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C O N
TR
AC
T N O
SO
LI
C
IT
AT
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N N O
N
3 5 7 9 11 13 15 17 19
L
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A
D
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AR
K D
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C R
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TI
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Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
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F
D
B
N
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D
AI
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FO
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AG
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//1 5_ U
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EP
-B .rv t
3/ 3/ :1 8:
P M
S-102-B13
ST
R U C
TU
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AL
C O N C R
ET
E
PL
AN
AR
EA
B M
IL
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H O U
SE
PR
AI
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D U S
AC
, W I
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A D
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TR
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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
B15
1/4" 1'-0"1
STRUCTURAL CONCRETE PLAN - AREA
B13 - MILK HOUSE
R
TA
/0 8/
AD
D
EN
D U M
/0 4/
RFI 1125834
1' 0"
6' 0"
3" C O
VE
R
BOITH SIDES
1 1/2" COVER,
1' - 0"
1' - 6"
9" 3' 0"
BOTH SIDES
1 1/2" COVER,
#5 BARS @ 12" O.C.,
2 MATTS
#5 BARS @ 12" O.C.,
2 MATTS
#6 HOOK BARS
@ 7" O.C.
#5 BARS @ 7" O.C.,
2 MATTS
#5 BARS @ 7" O.C.,
2 MATTS
1' 0"
6' 0"
3" C O
VE
R
1' - 0"
BOTH SIDES
1 1/2" COVER,
1' - 6"
BOTH SIDES
1 1/2" COVER,
1' 8"
9"
#3 TIES @ 9" O.C.
FOUR #6 BARS
FOUR #6 HOOK BARS
#5 BARS @ 7" O.C.,
2 MATTS
#5 BARS @ 7" O.C.,
2 MATTS
9"
BO
TH
S
ID
ES
1/ 2" C O
VE
R
1' 0"
FOUR #6 BARS
#3 TIES @ 9" O.C.
FLOOR SLAB
#4 X 18" DOWELS
@18" O.C.
6" CONCRETE APRON W/ #4 @ 18 O.C.
EACH WAY CENTERED IN SLAB
#4 @ 12" O.C.
EACH WAY
THICKEN EDGE
ON 3 SIDES
3' 0"
12" FOUNDATION
SLOPE 1/4"/FT
EL (-0'-8")
#4 BARS @18" O.C. BOTH WAYS
6" CONCRETE SLAB
TANK LEGS
CONCRETE SLAB - ELEVATION VARIES
(4) #5 BARS CONTINUOUS
#4 "U" BARS @ 24" O.C.
EL (0'-0")
(5 '-0
1' - 0"
#5 BARS @ 12" O.C.
#5 HOOKS @ 12" O.C.
24"
24"
1' 0"
#5 BAR @ 6" O.C. EACH WAY,
CENTER IN SLAB
18' - 0"
COMPACTED
SUBGRADE
COVER
1 1/2"
6"
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
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B Y:
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C O N
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N N O
N
3 5 7 9 11 13 15 17 19
L
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C R
IP
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Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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K
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FO
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Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
EP
-B .rv t
3/ 3/ :1 8:
P M
S-501-B13
ST
R U C
TU
R
AL
D
ET
AI
LS
AR
EA
B M
IL
K H O U
SE
PR
AI
R
IE
D U S
AC
, W I
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AH
A D
IS
TR
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H D R
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LI
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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
B15
3/4" 1'-0"1 FOUNDATION DETAIL
3/4" 1'-0"2
FOUNDATION COLUMN REINFORCEMENT
DETAIL
1 1/2" 1'-0"3
FOUNDATION COLUMN REINFORCEMENT
DETAIL - PLAN
3/4" 1'-0"5 APRON DETAIL
3/4" 1'-0"6 MILK TANK SUPPORT
1/2" 1'-0"4 WALL FOUNDATION DETAIL
R
TA
/0 8/
AD
D
EN
D U M
/0 4/
1/2" 1'-0"7
WATER STORAGE TANK FOUNDATION
DETAIL
FD FD
FD
FD
FD
B13.A
B13.1
B13.3
B12.1.A
B12.1.3
B12.1.4
M
AT
C H
LI
N E
- B
.1
B13.2
B13.C
TO FLUSH FLUME2" PVC
2" P
VC
FR
O M B
/4 " G
AS
SM-1
SK-2
RH-2 RH-1
3" W
EL
L W
AT
ER
1" CW
2" P
VC
1" H W
PC-1 PC-2
EWH-1
2" PVC
3" WELL WATER
TD-1
FD-1 FD-1
FD-1
FD-1 FD-1
FD-1
HR-2
HVLP-1
8,000 GAL RECYCLED
WATER STORAGETANK
MILK HOUSE
B13-100
UTILITY STORAGE
AND EQUIPMENT
ROOM
B13-101
P-1PRECAST CONCRETE WET
WELL 4' DIA X 6' DEEP
PT-1
S
5' 0"
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
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IG
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B Y:
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D B Y:
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D B Y:
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C O N
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N N O
N
3 5 7 9 11 13 15 17 19
L
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K D
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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
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F
D
B
N
EW
D
AI
R Y
FO
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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 .rv t
3/ 3/ :1 9:
P M
P-101-B13
SA
N
IT
AR
Y
PL
U M
BI
N G P
LA
N
AR
EA
B M
IL
K
H O U
SE
PR
AI
R
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D U S
AC
, W I
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AH
A D
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TR
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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
B15
1/4" 1'-0"1 PLUMBING PLAN - AREA B13 - MILK HOUSE
KEYNOTES:
GENERAL NOTES:
3" WELL WATER SERVICE ENTRANCE WITH
BACKFLOW PREVENTER
TO MILK SYSTEM CIP
TO WATERER TANK SYSTEM
HIGH VOLUME-LOW PRESSURE SYSTEM, SEE
DETAIL 3/P-501-B13
ANIMAL WATERING SYSTEM DETAIL, SEE
DETAIL 1/P-501-B13
R
TA
/0 8/
AD
D
EN
D U M
/0 4/
RFI 1125834
RFI 1125834
RFI 1125834
ISOLATION VALVE 1" TEMPERED WATER
TO HOSE BIBBS
THERMOMETER
DRAIN
CHECK VALVE, TYP.
DRAIN
MAKE-UP WATER VALVE WITH MANUAL BYPASS
2"
PRESSURE
SWITCH
2"
3"
PRESSURE
TANK
TO ANIMAL WATERING SYSTEM
PLATE
COOLER
8,000 GAL.
STORAGE
TANK
WELL WATER SERVICE
INSIDE B13 OUTSIDE B13
WET WELL 4'
DIA X 6' DEEP
LEVEL OFF SWITCH
FOR WATER FILL PIPE
TIE SWITCH TO VALVE
IN ROOM B13-101
80 GALLON
SURGE TANK
FROM SERVICE
2" SCH 40 PVC
2" BALL VALVE
WITH UNIONS PRESSURE RELIEF VALVE
SET AT 100 PSI
2" BALL VALVE
WITH UNIONS
P
39 PSI, 30 GPM
BOOSTER PUMP
F.F.
2" FREEZELESS
YARD HYDRANT
WITH 2" FPT OUTLET
2" SCH PVC
PIPE
FLOOR DRAIN WITH
REMOVEABLE SEDIMENT
BASKET, THREADED
ADOPTER
P TRAP
TO WASTE LINE
DRAINABLE SLOPE
FLOOR SLAB
NOTE: DO NOT INSTALL P TRAP IN
LIVESTOCK/ ANIMAL AREAS
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
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IG
N
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B Y:
SU
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D B Y:
SI
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N N O
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3 5 7 9 11 13 15 17 19
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K D
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C R
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TI
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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 .rv t
3/ 3/ :1 8:
P M
P-501-B13
PL
U M
BI
N G D
ET
AI
LS
AR
EA
B M
IL
K H O U
SE
PR
AI
R
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D U S
AC
, W I
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AH
A D
IS
TR
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T
H D R
AR
LI
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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
B15
NTS2 MIXING VALVE DETAIL
3/8" 1'-0"1 ANIMAL WATERING SYSTEM DETAIL
KEYNOTES:
1 80 GPM VERTICAL PUMP (MARK P-1)
3/4" 1'-0"3
HIGH VOLUME - LOW PRESSURE SYSTEM
SCHEMATIC
NTS4 FLOOR DRAIN DETAIL
R
TA
/0 8/
AD
D
EN
D U M
/0 4/
RFI 1125834
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
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D B Y:
SI
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C H
EC
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D B Y:
AN
SI
D
IS
SU
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AT
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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 .rv t
3/ 3/ :1 8:
P M
P-601-B13
PL
U M
BI
N G S C H
ED
U
LE
S
- A R
EA
B M
IL
K H O U
SE
PR
AI
R
IE
D U S
AC
, W I
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A D
IS
TR
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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
B15
NOTES:
1.) VALVE ALL FIXTURES ON INLET & OUTLET WITH UNIONS
PT-1 UTILITY STORAGE AND
EQUIPMENT ROOM PRESSURE TANK --
P-1 WET WELL PUMP -- 80 GPM VERTICAL PUMP FOR ANIMAL WATERING SYSTEM
TD-1 MILK HOUSE TRENCH DRAIN -- 1 1/2" PVC FF -- 3 FT TRENCH DRAIN WITH STRAINER AND TRAP
SM-1 MILK HOUSE MOP SINK 1" PVC CW
1" PVC HW 1 1/2" PVC FF -- 24"X24" MOP SINK
SK-2 MILK HOUSE SINK 1" PVC CW
1" PVC HW 1 1/2" PVC FF -- 24"X24"X12" DOUBLE COMPARTMENT
WITH DRAINBOARD
RH-2 UTILITY STORAGE AND
EQUIPMENT ROOM RADIANT HEATER -- -- 3/4" POLY SEE RH SCHEDULE
RH-1 MILK HOUSE RADIANT HEATER -- -- 3/4" POLY SEE RH SCHEDULE
PC-2 MILK HOUSE PLATE COOLER 2" PVC LW 2" PVC AW -- STAINLESS STEEL, CIP SYSTEM
PC-1 MILK HOUSE PLATE COOLER 2" PVC LW 2" PVC AW -- STAINLESS STEEL, CIP SYSTEM
HVLP-1 MILK HOUSE HVLP 2" PVC LW 2" PVC LW -- HIGH VOLUME-LOW PRESSURE SYSTEM
HR-2 MILK HOUSE HOSE REEL 2" PVC LW -- -- HIGH VOLUME-LOW PRESSURE HOSE REEL
FD-1 UTILITY STORAGE AND
EQUIPMENT ROOM FLOOR DRAIN -- 1 1/2" PVC FF -- THREADED WITH TRAP
FD-1 MILK HOUSE FLOOR DRAIN -- 1 1/2" PVC FF -- THREADED WITH TRAP
EWH-1 MILK HOUSE WATER HEATER -- -- -- ELECTRIC WATER HEATER, 100 GAL
SUPPLY OUTLET GAS
MARK LOCATION TYPE
UTILITIES
DESCRIPTION
PLUMBING SCHEDULE
R
TA
/0 8/
AD
D
EN
D U M
/0 4/
B13.A
B13.1
B13.3
100KVA, 277/480V TO 120/208V
TRANSFORMER FED FROM
BUILDING B4, XFR
120V/208V, 3PH 200A
DIST. PANEL EPB13
277/480V,3HP 200A DIST.
PANEL EPB13FS1 FED
FROM BUILDING B4
B12.1.A
M
AT
C H
LI
N E
- B
.1
B13.2
B13.C
GWH-1
EPB13- 6 CO-1
EPB13FS1- 7,9,11
CO-2
EPB13FS1- 8,10,12
CO-3
EPB13FS1- 13,15,17
CO-4
EPB13FS1- 19,21,23
EF-2
EPB13- 13,15
EF-1
EPB13- 13,15
PCP-1
EPB13- 20,22
PCP-2
EPB13- 21,23
VP-1
EPB13FS1- 1,3,5
RH-1
EPB13- 12
RH-2
EPB13- 12
CIP-1
EPB13- 16,18
CIP-2
EPB13- 17,19
3/4 3/4
55 55
3 3
7.5
F F
VFD-VP-1
BTC-1
FM-1
TC-1
TC-2
BULK TANK
EPB13- 2
EPB13- 3
EPB13- 3
EPB13- 4
EPB13- 5
EPB13- 6
EPB13- 5
EPB13- 5
EPB13- 4
EPB13- 3
EPB13- 2 EPB13- 2
EPB13- 3
EPB13- 4
EPB13- 4
EPB13- 5
EPB13- 4
EPB13- 2
EPB13- 5
MC-1
EPB13-11
AC-1
EPB13FS1- 2,4,6
AD-1
EPB13- 14
EPB13- 7
EPB13- 8
EPB13- 9
EPB13- 10
ATS
FLOAT CONTROL EPB13- 25,27
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
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D B Y:
SI
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C H
EC
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D B Y:
AN
SI
D
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SU
E D
AT
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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 .rv t
3/ 3/ :1 8:
P M
E-101-B13
EL
EC
TR
IC
AL
P O W
ER
P
LA
N
AR
EA
B M
IL
K
H O U
SE
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
B15 1/4" 1'-0"1
ELECTRICAL POWER PLAN - AREA B13 -
MILK HOUSE
KEYNOTES:
1 ELECTRICAL SERVICE ENTRANCE
R
TA
/0 8/
AD
D
EN
D U M
/0 4/
B8.A
B8.B
B8.C
B8.D
B8.E
1' - 0"
" O
U
TS
ID
E
FO
U N D
AT
IO
N
1' 0"
B8.1 B8.2
CONCRETE BUILDING FOUNDATION
CONCRETE SPREAD FOOTING
60' - 0" OUTSIDE FOUNDATION
60' - 6" OUTSIDE FOOTING
" O
U
TS
ID
E
FO
O
TI
N G
+1' - 0"
+5"
+1' - 0"
+5"
+1' - 0"
+1' - 0"
+1' - 0"
+5"
+1' - 0"
+1' - 0"
+1' - 0"
+1' - 0"
+1' - 0"
2' 6"
3' 8"
2' 6"
+5"
43' - 1" 4' - 4" 12' - 7"
S-501-B8
S-501-B8
S-501-B8
S-501-B8
15' - 0" 15' - 0" 15' - 0" 15' - 0"
15' - 0" 15' - 0" 10' - 0" 20' - 0"
COLUMN SPACING
COLUMN SPACING
C O
LU
M N S
PA
C
IN
G
FO
U N D
AT
IO
N C U
TO
U T
FO
U N D
AT
IO
N C U
TO
U T
FOUNDATION CUTOUT
S-501-B8
2' 3"
2'
2'
2' 3"
S-301-B8
S-301-B8
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
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C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
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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
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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 8.
rv t
3/ 4/ :2 8:
P M
S-101-B8
ST
R U C
TU
R
AL
F O U N D
AT
IO
N P
LA
N
AR
EA
B
AG
R O N O M 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
NORTH
KEY PLAN
B8
1/8" 1'-0"1
STRUCTURAL FOOTING & FOUNDATION
PLAN - AREA B8 - AGRONOMY
GENERAL NOTES:
1. THE SHEET PERTAINS TO BID OPTION 4
R
TA
/0 8/
AD
D
EN
D U M
/0 4/
RFI 11140761
B8.A
B8.B
B8.C
B8.D
B8.E
B8.1 B8.2
60' - 0"
6" CONCRETE FLOOR
+0"
+0"
+0"
+0"
+5"
+5"
+5"
. SLOPE
SLOPE
SLOPE
SLOPE
S-301-B8
S-301-B8
S-301-B8
S-301-B8
S-301-B8
S-301-B8
20' - 0" 20' - 0"
7' - 0" 11' - 3"
7' 0"
S-501-B8
S-501-B8
S-501-B8
TRENCH DRAIN
S-501-B8
4' "13
/2 "21
S-301-B8
S-301-B8
6' 3"
2' 1/ 2"
6' 3"
2' 1/ 2"
6' 3"
1/ 2"
6" 5' 2"
6"
6"
1' - 2"
8 1/2"
6' - 10"
RFI 11140761
US Army Corps of Engineers ®
SHEET ID
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W F2 0C
W F2 1C
NORTH
KEY PLAN
B8
1/8" 1'-0"1
STRUCTURAL CONCRETE PLAN - AREA B8
- AGRONOMY
GENERAL NOTES:
1.
2.
3.
PROVIDE FLOOR CONTROL JOINTS @
MAXIMUM 15" O.C. EACH WAY
PROVIDE FLOAT FINISH ON ALL INSIDE
CONCRETE BROOM FINISH APRONS
THE SHEET PERTAINS TO BID OPTION 4
GENERAL NOTES:
R
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/0 8/
AD
D
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D U M
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KEYNOTES:
1 2' X 2' SUMP WITH GRATE. SEE DETAIL 9/S-501-B8
LEVEL -1 B8 TO FOOTING
862' - 1"
B8.1 B8.2
LEVEL 1 B8 TO
CONCRETE
867' - 1"
LEVEL 0 B8 TOFF
866' - 6"
1' - 0" 19' - 0" 20' - 0" 19' - 0" 1' - 0"
6" CONCRETE FLOOR
W/ #4 BARS @18" O.C. EACH
WAY CENTERED IN SLAB
6" THICK SAND BASE
TRENCH DRAIN
5"
LEVEL -1 B8 TO FOOTING
862' - 1"
B8.AB8.BB8.CB8.DB8.E
LEVEL 1 B8 TO
CONCRETE
867' - 1"
LEVEL 0 B8 TOFF
866' - 6"
1' - 0" 87' - 0" 1' - 0"
6" CONCRETE FLOOR
W/ #4 BARS @18" O.C. EACH
WAY CENTERED IN SLAB
6" THICK SAND BASE
2" 11' - 3" 1' - 0" 11' - 3"
5"
LEVEL -1 B8 TO FOOTING
862' - 1"
B8.1 B8.2
LEVEL 1 B8 TO
CONCRETE
867' - 1"
LEVEL 0 B8 TOFF
866' - 6"
1' - 0" 58' - 0" 1' - 0"
6" CONCRETE FLOOR
W/ #4 BARS @18" O.C. EACH
WAY CENTERED IN SLAB
6" THICK SAND BASE
B8.DB8.E
8 1/2" 6' - 3" 2' - 0 1/2" 6' - 3" 2' - 0 1/2" 6' - 3"
-7" -7" -7"1' 0"
4"
+1' - 0" +5"
+5"+5" +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:
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S-301-B8
FO
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PR
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AH
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TR
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H D R
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LI
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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
B8
1/4" 1'-0"1 TRENCH DRAIN SECTION
1/4" 1'-0"2 LONGITUDINAL SECTION
1/4" 1'-0"3 FLOOR SECTION
GENERAL NOTES:
1. THE SHEET PERTAINS TO BID OPTION 4
R
TA
/0 8/
AD
D
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D U M
/1 8/
AD
D
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/0 4/
1/4" 1'-0"4 CART DRYER AREA CROSS SECTION
RFI 11140761
| A-301-B4 - BUILDING CROSS SECTIONS - AREA B4 - MILKING PARLOR |
| E-601-B2 - ELECTRICAL SCHEDULES - AREA B2 - ADVANCED ANIMAL NUTRITION |
| E-601-B3 - ELECTRICAL SCHEDULES - AREA B3 - CONVENTIONAL FREESTALL AREA & DRY COW |
| E-603-B4 - ELECTRICAL SCHEDULES - AREA B4 - MILKING PARLOR |
| I-101-B4 - ROOM FINISH SCHEDULE - AREA B4 - MILKING PARLOR |
| P-101-B2 - SANITARY PLUMBING PLAN - AREA B2 - ADVANCED ANIMAL NUTRITION |
| Q-302-B9 - EQUIPMENT SECTIONS - AREA B9 - FEED MIXING CENTER |
| Q-601-B3 - EQUIPMENT SCHEDULES - AREA B3 - CONVENTIONAL FREESTALL AREA & DRY COW |
| S-501-B8 - STRUCTURAL DETAILS - AREA B8 - AGRONOMY |
| S-503-B3 - STRUCTURAL DETAILS - AREA B3 - CONVENTIONAL FREESTALL AREA & DRY COW |
| S-102-B12.1 - STRUCTURAL CONCRETE PLAN - AREA B12.1 - CONNECTOR |
| S-501-B12.1 - STRUCTURAL DETAILS - AREA B12.1 - CONNECTOR |
| S-102-B13 - STRUCTURAL CONCRETE PLAN - AREA B13 - MILK HOUSE |
| S-501-B13 - STRUCTURAL DETAILS - AREA B13 - MILK HOUSE |
| P-101-B13 - SANITARY PLUMBING PLAN - AREA B13 - MILK HOUSE |
| P-501-B13 - PLUMBING DETAILS - AREA B13 - MILK HOUSE |
| P-601-B13 - PLUMBING SCHEDULES - AREA B13 - MILK HOUSE |
| E-101-B13 - ELECTRICAL POWER PLAN - AREA B13 - MILK HOUSE |
| S-101-B8 - STRUCTURAL FOUNDATION PLAN - AREA B8 - AGRONOMY |
| S-102-B8 - STRUCTURAL CONCRETE PLAN - AREA B8 - AGRONOMY |
| S-301-B8 - FOUNDATION SECTIONS - AREA B8 - AGRONOMY |
File details come from the government source that posted it. Updated .