Amendment 07 - Ad_0007_Drawings_04.01.2025.pdf
PDF 9 MB Posted
- Solicitation number
- W9128F25R0014
About this file
These architectural and engineering drawings for the USDA Dairy Forage Research Center (DFRC) provide detailed design specifications for a comprehensive dairy research facility in Prairie du Sac, Wisconsin. The drawings cover multiple building areas including milking parlors, calf barns, support rooms, feed facilities, equipment spaces, and infrastructure elements. Key architectural details include pre-engineered metal building structures, concrete foundations, specialized areas for livestock management, and interconnected systems for research and operational functions.
The design accommodates up to 452 lactating cows, 144 calves, and supports agricultural research across approximately 1300 acres of crop production and 900 acres of pasture. The facility will house 12 permanent researchers and staff, up to 12 operations and maintenance personnel, and 10 student researchers. The complex spans approximately 642,000 gross square feet across 18 buildings, with most structures featuring metal building construction on concrete spread footings, and a unique laminated wood structure for the Lab and Administration Building. The drawings demonstrate intricate planning for specialized research infrastructure, including milking stalls, feed management systems, animal housing, and supporting mechanical and electrical systems.
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B4.F
B4.1
A-301-B4
A-301-B4
B4.CB4.B
B4.2
B4.3
B4.A B4.G
B4.4
26' - 0" 26' - 0" 12' - 7" 10" 12' - 7 1/8" 26' - 0"
104' - 0"
10' - 5" 9' - 10" 9' - 10" 9' - 10" 9' - 9" 9' - 9"
9' - 4" 14' - 6" 6' - 1" 7' - 10" 21' - 8"
39' - 0"
B4.A B4.A
B4.A B4.A
SHOP
B4-103
UTILITY
ROOM/SUBWAY
ACCESS
B4-104
OFFICE
B4-101
MANAGERS
OFFICE
B4-100
RESTROOM
B4-106
RESTROOM
B4-105
JANITOR
B4-107
HALL
B4-102
C O R R
ID
O R
B4 -1
MILKING PARLOR
B4-109
B4.102
B4.03
B4.01
B4.101
B4.09
B4.11
B4.10B4.08
B4.07
B4.02 B4.12 B4.04 B4.06 B4.05
M
AT
C H
LI
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- B
EA
ST
M
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LI
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- B
W
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T
A-203-B4
A-203-B4
A-203-B4
SUBWAY
ACCESS
MILKING STALLS
MILKING STALLS
2' - 5 1/2" 2' - 9 1/2"
4' - 5"
6' - 9 1/2"
9' 2"
9' 5"
5' - 9" 4' - 1" 9' - 10"
5' 0"
0"
5' 0"
5' 0"
3' - 8 1/2"
7' - 2 1/2"
1' - 11" 5' - 6" 5' - 7"
2' - 0"
2' 1/ 2"
9' - 5"
2' - 10"
5' - 8 1/2"
2' - 9 1/2"
A-301-B4
A-301-B4
B4.D B4.E
B4.105
B4.104
B4.103
6'
EYE WASH
SEE DETAIL
/3 A-501-B4
A-302-B4
US Army Corps of Engineers ®
SHEET ID
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A-102-B4
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W F2 0C
W F2 1C
NORTH
KEY PLAN
B4
3/16" 1'-0"A-102-B4
ARCHITECTURAL AREA PLAN-WEST -
AREA B4 - MILKING PARLOR1
KEYNOTES:
1 OPEN WORK HEIGHT COUNTER. NO CASEWORK
COUNTER 34" HIGH.
2 DRINKING FOUNTAIN WITH WATER BOTTLE
REFILL
GENERAL NOTES:
1. SEE STRUCTURAL PLAN FOR WALL CURB
LOCATIONS
R
TA
/0 8/
AD
D
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/1 1/
AD
D
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/1 8/
RFI 11151670
RFI 11151670
24 GA, RIBBED METAL SKIN
26 GA, RIBBED WALL LINER PANEL
4" SCRIM FACED FIBER REINFORCED INSULATION
8" "ZEE" GIRTS
6" UNFACED BLANKET INSULATION
24 GA, METAL ROOF
8" PURLINS
26 GA, METAL LINER
2" FIBERGLASS INSULATION
WITH VINYL SCRIM FACE
INTERIOR WALL PANEL
INSULATION (SEE WALL DETAIL)
WALL GIRT
INSULATION (SPRAY FOAM)
EXTERIOR WALL PANEL
RIBBED CLOSURE STRIP
CORNER TRIM
INTERIOR WINDOW TRIM (HEAD, SUMB, SILL)
WINDOW
WINDOW
RIBBED CLOSURE STRIP INTERIOR WINDOW TRIM ( HEAD, SAMB, SILL)
INSUALTION (SPRAY FOAM)
SUB SILL (C-FRAMING)
INTERIOR WALL PANEL
INSULATION (SEE WALL DETAIL)
EXTERIOR WALL PANEL
UPPER CURTAIN
CURTAIN WIND GUIDE
HSS 5X4X1/4, SECURE TO METAL
BUILDING FRAMES WITH ANGLE
CLIPS, OUTSIDE FACE TO MATCH
PURLINS
LOWER CURTAIN
CONCRETE FOUNDATION
CURB HEIGHT VARIES
SOFFIT
METAL CEILING LINER
METAL ROOF PANEL
CURTAIN WIND GUIDE
PREENGINEERED METAL
BUILDING FRAME
OVERHANG, SEE
ARCHITECTURAL
ROOF PLAN FOR
DIMENSIONS
POLY BIRD SCREEN,
SECURE TO INSIDE
CURTAIN WIND GUIDE
6" O
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AV
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1/2" FRP FACED PLYWOOD
3 - 5/8" STEEL STUDS @ 16" O.C.
24 GA, RIBBED METAL SKIN
1/2" FRP FACED PLYWOOD
4" SCRIM FACED FIBER REINFORCED INSULATION
8" "ZEE" GIRTS
6" UNFACED BLANKET INSULATION
24 GA, METAL ROOF
8" PURLINS
1/2" FRP FACED PLYWOOD
2" FIBERGLASS INSULATION
WITH VINYL SCRIM FACE
US Army Corps of Engineers ®
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A-310-B7
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W F2 0C
W F2 1C
1" 1'-0"1
A-EXTERNAL WALL SECTION (TYPICAL) -
B7
1" 1'-0"2 ROOF SECTION - B7
3" 1'-0"4 WINDOW HEAD DETAIL
3" 1'-0"5 WINDOW DETAIL
1/2" 1'-0"3 WALL SECTION (CURTAIN)
3" 1'-0"6 A-INTERIOR WALL SECTION (TYPICAL) - B7
NORTH
KEY PLAN
B7
R
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AD
D
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/1 8/
1" 1'-0"7
EXTERNAL WALL SECTION - SUPPORT
ROOMS
1" 1'-0"8 ROOF SECTION - SUPPORT ROOMS
RFI 11151760
A A
A
B7.HB7.G
B7.1 B7.1
B7.2
B7.3
B7.4 B7.4
A-203-B7 F3 A-203-B7
F9
CALF
WARMING/HOSPITAL
B7-101
CALF BARN
B7-100
25' - 0"
W
AL
K W
AY
W
AL
K W
AY
TRENCH DRAIN
FEED CART
(BY OTHERS)
BOLLARDS
BOLLARD
B7.03B7.02
WS30A
BS
O E
5' - 11" 19' - 1"
W S3
0A W S3
0A W S3
0A W S3
0A
BS18B
BS
B
BS
B
BS
O
EMILK MIXING
B7-102
WH
B7.06
B7.104
16' - 2" 4' - 9 1/2" 4' - 9 1/2"
15' - 4"3' - 3"2' - 0"7' - 0"
5' - 0"
B7.01
1' - 10"
5' - 1"
11' - 3"
A-301-B7
A-301-B7
WASH ROOM
B7-103
US Army Corps of Engineers ®
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A-401-B7
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W F2 0C
W F2 1C
NORTH
KEY PLAN
B7
1/4" 1'-0"1 FLOOR PLAN ENLARGEMENT - CENTER
KEYNOTES:
1 MILK TAXI / PASTEURIZER
2 STORAGE RACKS/SHELVES
3 COUNTER, 30" DEEP
4 3 BAY SCULLERY SINK WITH DRAIN BOARDS
R
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D U M
/1 8/
RFI# 11151670
B11.1
B11.A
B11.2
B11.B
B11.C
B11.D
B11.E
B11.F
B11.H
B11.G
B11.I
BENCH AND
EQUIPMENT
B11.01
B11.08 B11.07
B11.02B11.108B11.106
B11.107
B11.110
B11.05
B11.109
BENCH AND
EQUIPMENT
6' 9"
TRENCH DRAIN
80' - 0"
DRIVE THRU
DRIVE THRU
SHOP
B11-105
LIQUID STORAGE
CONTAINMENT
AREA
B11-102
UTILITY
B11-104
DRY CHEMICAL
B11-103
MACHINE
STORAGE
(GRAVEL)
B11-101
9' 0"
0"
9'
B11.119
B11.120
B11.13
B11-NORTH
B11-SOUTH
B11.10
B11.09
1'
15' - 2"
3' 2"
6'
9' 6"
3' 1"
21' - 10"
EQ
1' - 1" 3' - 6"EQEQ
EQ
1' - 6"
1' 8"
10' - 6"
9" 1' 8"
2' 3"
1' 3"
9" 9"
10' - 9" 3' - 6" 10' - 5" 3' - 7" 10' - 5" 3' - 7" 10' - 5" 3' - 7" 10' - 5" 3' - 7" 9' - 9"
A-401-B11
K9 K15
A-401-B11
FTS72A30FTS72A30FTS72A30FTS72A30
FTS72A30 FTS72A30
8' - 0"
6' - 0" 3' - 0" 3' - 0" 6' - 0"
EMERGENCY SHOWER/EYE WASH
SEE
/1 A-501-B11
A-301-B11
RESTROOM
B11-106
OFFICE
B11-107
US Army Corps of Engineers ®
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B11
1/8" 1'-0"A2
ARCHITECTURAL AREA PLAN-NORTH -
AREA B11 - MACHINE STORAGE & SHOP &
PESTICIDE
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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
26 GA. METAL LINER
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 ®
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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
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WEST SECTION3
01_LEVEL_FF
864' - 6"
02_LEVEL_ROOF
878' - 6"
00_LEVEL_TOF
860' - 6"
B7.1 B7.2 B7.3 B7.4
01_LEVEL_TOC
866' - 6"
PRE-ENGINEERED METAL
ROOF & WALL SKINS ON
PRE-ENGINEERED METAL
FRAME
METAL FRAME
METAL ROOF
6" INSULATION
2" INSULATION
METAL LINER
2'-0" METAL ROOF
OVERHANG
W/TRIM & SOFFIT
METAL ROOF
CAP
2" / 1'-0"
57' - 0"
2" / 1'-0"
EA
VE
H
EI
G H T
7' - 0"15' - 0"11' - 0"15' - 0"7' - 0"
18 " DEEP PEA GRAVEL 18 " DEEP PEA GRAVEL
PIPE BOLLARDS
(TYP)
VENTILATION TUBE
TRENCH
DRAIN
VENTILATION TUBE
01_LEVEL_FF
864' - 6"
02_LEVEL_ROOF
878' - 6"
00_LEVEL_TOF
860' - 6"
B7.2 B7.3
01_LEVEL_TOC
866' - 6"
34' - 0"
2' - 0"17' - 0"17' - 0"2' - 0"
EA
VE
H
EI
G H T
2' - 9 1/2"8' - 0"10' - 5"8' - 0"2' - 9 1/2"
9'
10" 10"
18 " DEEP PEA GRAVEL 18 " DEEP PEA GRAVEL
VENTILATION
TUBE
TRENCH
DRAIN
A-310-B7
01_LEVEL_FF
864' - 6"
02_LEVEL_ROOF
878' - 6"
00_LEVEL_TOF
860' - 6"
B7.2B7.3
01_LEVEL_TOC
866' - 6"
MILK MIXING
B7-102
CALF BARN
B7-100
WASH ROOM
B7-103
CEILING. SEE FINISH
SCHEDULE FOR MATERIAL
SEE DETAIL:
CEILING. SEE FINISH
SCHEDULE FOR MATERIAL
SEE DETAIL:
CEILING. SEE FINISH
SCHEDULE FOR MATERIAL
SEE DETAIL:
A-310-B7
A-310-B7
/8 A-310-B7
/2 A-310-B7
/8 A-310-B7
US Army Corps of Engineers ®
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D B Y:
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D B Y:
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3 5 7 9 11 13 15 17 19
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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
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A-301-B7
BU
IL
D
IN
G C R O
SS
S
EC
TI
O N S
- A
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B
- C
AL
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BA
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PR
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D U S
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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
1/4" 1'-0"2 EAST CROSS SECTION
1/4" 1'-0"1
WEST CROSS SECTION - AREA B7 - CALF
BARN
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
1/4" 1'-0"3 SUPPORT ROOMS CROSS SECTION
LEVEL 1 B11 TOC
868' - 8"
LEVEL -1 TO FOOTING
863' - 8"
LEVEL 2 B11 ROOF
888' - 8"
B11.1 B11.2
A-302-B11
A-302-B11
2' - 0" 40' - 0" 40' - 0" 2' - 0"
80' - 0"
2" / 1'-0"
2" / 1'-0"
6" CONC FLOOR
OR GRAVEL FLOOR
24 GA. METAL SIDING
8" INSULATION
26 GA. METAL LINER
LEVEL 0 B11 TOFF
868' - 0"
24 GA. METAL ROOF
6" INSULATION
2" INSULATION
26 GA. METAL LINER
2'-0" METAL ROOF
OVERHANG
W/TRIM & SOFFIT
METAL FRAME
PRE-ENGINEERED METAL
ROOF & WALL SKINS ON
PRE-ENGINEERED METAL
FRAME
RIDGE VENTILATOR
7' 2"
5' 0"
1' 0"
A-310-B11
A-310-B11
LEVEL 1 B11 TOC
868' - 8"
B11.E
LEVEL 0 B11 TOFF
868' - 0"
8' 0"
OFFICE
B11-107
RESTROOM
B11-106
CEILING. SEE FINISH
SCHEDULE FOR MATERIAL
6"
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
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N B Y:
D
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D B Y:
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C O N
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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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Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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A-301-B11
BU
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B M
AC
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ST
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PR
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D U S
AC
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A D
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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
B11
1/4" 1'-0"1 BUILDING CROSS SECTION - AREA B11
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
1/4" 1'-0"2 OFFICE AND RESTROOM CROSS SECTION
LEVEL 3 B4 EAST ROOF
LEVEL -1 B4 T.O.
FOOTING
860' - 4"
B4.F B4.H
A-301-B4
B4.CB4.B B4.I B4.J B4.KB4.A B4.G
PERSONNEL DOOR
DOUBLE 8 RAPID EXIT
PARALLEL MILKING STALLS
STAIRS TO SUBWAY
SUBWAY
CONNECTING
CORRIDOR
ALLEYS
LEVEL 2 B4 T.O.
CURB-EAST
869' - 4"
LEVEL 1 B4 T.O.
CURB-WEST
865' - 8"
5' 4"
1' 0"
3' 8"
26' - 0" 26' - 0" 26' - 0" 26' - 0" 18' - 0" 18' - 0" 20' - 0" 26' - 0"
186' - 0"
SHOP
B4-103
UTILITY
ROOM/SUBWAY
ACCESS
B4-104
MILKING PARLOR
B4-109
HOLDING
B4-110
LEVEL 4 B4 WEST ROOF
879' - 8"
B4.D B4.E
CORRIDOR
B4-108
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.CB4.BB4.A
LEVEL 4 B4 WEST ROOF
879' - 8"
B4.D B4.E
OFFICE
B4-101
MANAGERS
OFFICE
B4-100
RESTROOM
B4-106
RESTROOM
B4-105
" CORRIDOR
B4-108
CEILING. SEE FINISH
SCHEDULE FOR MATERIAL
ATTACH CEILING TO
BOTTOM OF ROOF
GIRTS
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
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N B Y:
D
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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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PM
A-302-B4
BU
IL
D
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G L O N G
IT
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IN
AL
C R O
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S
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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
1/8" 1'-0"A-302-B4
BUILDING LONGITUDINAL CROSS SECTION
- AREA B4 - MILKING PARLOR1
R
TA
/0 8/
AD
D
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D U M
/1 8/
3/16" 1'-0"A-302-B4
SUPPORT ROOMS-EAST/WEST SECTION3
11151670
LEVEL 3 B5 ROOF-WEST
LEVEL -1 B5 T.O.
FOOTING
861' - 4"
B5.B B5.C B5.E B5.F B5.G B5.H B5.I B5.J B5.K B5.L
A-301-B5
A-301-B5
PROCEDURE AREA
HOUSING AREA
B5.MB5.A B5.D
LEVEL 4 B5 ROOF-EAST
885' - 4"
LEVEL 2 B5 T.O. CURB
869' - 4"
288' - 0"
25' - 0" 25' - 0" 26' - 0" 12' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"
4' 1/ 2"
8' 0"
1' 0"
A-301-B5
A-301-B5
CEILING
STORAGE
B5-101
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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D B Y:
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D B Y:
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3 5 7 9 11 13 15 17 19
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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
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R Y
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A-302-B5
BU
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D
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G L O N G
IT
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AL
C R O
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S
EC
TI
O N S
AR
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B
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IA
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D S
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D M
AT
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N
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PR
AI
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D U S
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A, D
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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
1/16" 1'-0"1
BUILDING LONGITUDINAL CROSS SECTION
- AREA B5 - SPECIAL NEEDS AND
MATERNITY
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI 11151670
LEVEL 0 B6 TO FLUSH
FLUME
865' - 4"
LEVEL 2 B6 ROOF
884' - 1"
LEVEL -1 B6 TO FOOTING
861' - 4"
LEVEL 1 B6 TO
CONCRETE
868' - 3"
B6.15B6.13B6.12B6.11B6.10B6.8
24 GA METAL ROOF
PRE-ENGINEERED
METAL BUILDING
ROBOT MILKER
B6.14B6.9
10' - 6"29' - 9"16' - 3"21' - 8"16' - 3"29' - 9 1/4"10' - 6"
MECH/ELEC
ROOM
B6-108
WORK ROOM
B6-102
ROBOTIC ROOM
B6-101
WORK ROOM
B6-103
MECH/ELEC
ROOM
B6-109
ROBOTIC ROOM
B6-104
+135" BOTTOM OF CEILING
LEVEL 0 REFERENCE.
+135" BOTTOM OF CEILING
LEVEL 0 REFERENCE.
CEILING. SEE FINISH
SCHEDULE FOR MATERIAL
CEILING. SEE FINISH
SCHEDULE FOR MATERIAL
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
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N B Y:
D
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B Y:
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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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Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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A-303-B6
BU
IL
D
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G C R O
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EC
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O N -C
EN
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EA
B
R O
BO
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N G F R
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ST
AL
L
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PR
AI
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D U S
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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
B6
1/8" 1'-0"1
BUILDING CROSS SECTION-CENTER -
AREA B6
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI# 11151670
RFI# 11151670
B3.1B3.2B3.3B3.6 B3.4B3.5
4" 4"
152' - 0"
FEED DRIVE
16' - 0"
FEED ALLEY
14' - 0"
CROSS OVER
10' - 2 3/4"
COW ALLEY
12' - 0"
CROSS OVER
10' - 2 3/4"
DROVERS LANE
11' - 6 1/2"
DROVERS LANE
11' - 6 1/2"8"8"
CROSS OVER
10' - 2 3/4"
COW ALLEY
12' - 0"
CROSS OVER
10' - 2 3/4"
FEED ALLEY
14' - 0"
FEED DRIVE
16' - 0"8" +34.0"+34.0"
4" 4"
4"
1' 6"
1' 0"
4' 2"
1' 6"
4' 2"3' 0"
4"
6" FLOORS W/ #5 BARS
@ 18" o.c. EACH WAY6" SAND BASE UNDER
ALL CONCRETE
SLABS
4" 4"
2' 1/ 2"
2' 1/ 2"
VA
R
IE
S
1' 1/ 2"
T.O. SLAB
BEYOND T.O. SLAB BEYOND
B3.1B3.2B3.3B3.6 B3.4B3.5
FEED DRIVE
16' - 0" 8"
FEED ALLEY
14' - 0" 8"
FREESTALLS
9' - 0 3/4" 6"
COW ALLEY
12' - 0" 6"
FREESTALLS
9' - 0 3/4" 8"
DROVERS LANE
11' - 6 1/2" 8"
DROVERS LANE
11' - 6 1/2" 8"
FREESTALLS
9' - 0 3/4" 6"
COW ALLEY
12' - 0" 6"
FREESTALLS
9' - 0 3/4" 8"
FEED ALLEY
14' - 0" 8"
FEED DRIVE
16' - 0"
1' 1/ 4"
1' 7"
VA
R
IE
S
6'
1' 0"
1' - 0"
1' 0"
1' 0"
8" 8" 8" 8"
1' 0"
1' 0"
1' 1"
1' 1"
1' 0"
1' 0"
8" 8" 8" 8"
1' 0"
1' 0"
1' 7"
1' 1/ 4"
VA
R
IE
S
6'
1' 0"
1' - 0" 152' - 0"
SCREENINGSSCREENINGS SCREENINGS SCREENINGS6" SAND BASE UNDER
ALL CONCRETE SLABS
6" FLOORS W/ #5 BARS
@ 18" o.c. EACH WAY
B3.1B3.2B3.3B3.6 B3.4B3.5
FEED DRIVE
16' - 0"
FEED SUB KITCHEN
118' - 0"
FEED DRIVE
16' - 0"
SMOOTH TRANSITION SMOOTH TRANSITION
9"
6'
1' 0"
9"
6'
1' 0"
152' - 0"
#5 BARS @ 18" o.c.
EACH WAY
6" SAND BASE UNDER
ALL CONCRETE
SLABS
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
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N B Y:
D
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C O N
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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
P
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C _2 2/ A _S
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2/ /2 9:
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S-301-B3
FO
U N D
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N S
EC
TI
O N S
- A
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B
C O N
VE
N
TI
O N
AL
F R
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ST
AL
L
AR
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D R Y C O W
PR
AI
R
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D U S
AC
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A, D
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TR
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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
1/8" 1'-0"1
FOUNDATION SECTION - THROUGH
CROSS OVER
1/8" 1'-0"2
FOUNDATION SECTION - THROUGH
FREESTALLS
1/8" 1'-0"3 FEED SUB KITCHEN SECTION
KEYNOTES:
1 FEED MANAGER: 36" X 1/4" TROWELED ON
EPOXY
1 1
GENERAL NOTES:
LEVEL 0' - 0" 865' - 4" (T.O. FLUSH FLUME)
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI 111306287
RFI 11130628 7
RFI 11159823
RFI 11159823
RFI 11159823
LEVEL -1 B4 T.O.
FOOTING
860' - 4"
B4.1 B4.4
1' - 0"1' - 0" 52' - 0"
1' - 6"
3" 3"
1' - 6"
3" 3"
6" CONCRETE OVER
6" SAND BASE
LEVEL 1 B4 T.O.
CURB-WEST
865' - 8"
4" 6"
6" CONCRETE FLOOR W/ #5
BARS @ 18" O.C. BOTH WAYS
LEVEL -1 B4 T.O.
FOOTING
860' - 4"
B4.1 B4.4
LEVEL 2 B4 T.O.
CURB-EAST
869' - 4"
1' - 0" 14' - 4" 6' - 8" 10' - 0" 6' - 8" 14' - 4" 1' - 0"
4' - 0" 1' - 0"1' - 8" 1' - 8"1' - 0" 4' - 0"
1' 0"
9' 0"
8" 2' 2"
1' - 6"
3" 3"
1' - 6"
3" 3"
2"2"
VA
R
IE
S
VA
R
IE
S
6"6"
6" CONCRETE FLOOR
6" CONCRETE FLOOR
10" CONCRETE FLOOR
10" CONCRETE FLOOR
1'-0" CONCRETE FLOOR
8" CONCRETE FLOOR
SEE DETAIL 1/S-502-B4 FOR REINFORCEMENT
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
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N B Y:
D
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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
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3 5 7 9 11 13 15 17 19
L
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K 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
M
K
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F
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B
N
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D
AI
R Y
FO
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R C H C
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C _2 2/ A _S
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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
1/4" 1'-0"S-301-B4
FOUNDATION SECTION THROUGH SHOP
AND OFFICE- AREA B4 - MILKING PARLOR1
1/4" 1'-0"S-301-B4
FOUNDATION SECTION THROUGH
MILKING PARLOR- AREA B4 - MILKING
PARLOR2
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
LEVEL -1 B5 T.O.
861' - 4"
B5.3B5.2
1' - 0"1' - 0"
6" CONCRETE FLOOR OVER
6" SAND FILL
CONCRETE FOUNDATION
CONCRETE
SPREAD FOOTING
VA
R
IE
S
VA
R
IE
S
1' - 6"
3" 3"
1' - 6"
3" 3"
10' - 0" 8" 22' - 8" 8" 8' - 0"
LEVEL 2 B5 T.O. CURB
869' - 4"
2" 2"
6"
6"
6"
6" CONCRETE FLOOR W/ #5
BARS @ 18" O.C. BOTH WAYS
LEVEL -1 B5 T.O.
FOOTING
861' - 4"
B5.1 B5.3B5.2
8"1' - 0" 1' - 0"
SCREENINGS IN PEN AREA - OTHER
AREAS 6" CONCRETE FLOOR
8" 8"
VA
R
IE
S
2' 6"
1' 6"
VA
R
IE
S
6"
6" 6"
1' - 6"
3"3"
1' - 6"
3" 3"
LEVEL 2 B5 T.O. CURB
869' - 4"
16' - 4" 10' - 0" 22' - 8" 8' - 0"
1' 8"
1' 8"
6" CONCRETE FLOOR OVER
6" SAND FILL
6" CONCRETE FLOOR W/ #5
BARS @ 18" O.C. BOTH WAYS
LEVEL -1 B5 T.O.
FOOTING
861' - 4"
B5.3B5.2
1' - 0"
CONCRETE FOUNDATION
CONCRETE SPREAD FOOTING
1' - 6"
3" 3"
VA
R
IE
S
VA
R
IE
S
6"
VA
R
IE
S
VA
R
IE
S
1' - 6"
3"
6"
6"
3"
LEVEL 2 B5 T.O. CURB
869' - 4"
1' - 0" 10' - 0" 8" 22' - 8" 8' - 0"8"
6" CONCRETE FLOOR OVER
6" SAND FILL
6" CONCRETE FLOOR W/ #5
BARS @ 18" O.C. BOTH WAYS
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
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
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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 5.
rv t
2/ /2 :2 1:
A M
S-301-B5
FO
U N D
AT
IO
N S
EC
TI
O N S
- A
R
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
1/4" 1'-0"1
FOUNDATION SECTION THROUGH
PROCEDURE AREA - AREA B5 - SPECIAL
NEEDS AND MATERNITY
1/4" 1'-0"2
FOUNDATION SECTION THROUGH
MATERNITY PENS - AREA B5 - SPECIAL
NEEDS AND MATERNITY
1/4" 1'-0"3
FOUNDATION SECTION THROUGH
MATERNITY PENS - AREA B5 - SPECIAL
NEEDS AND MATERNITY
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI 11159823
RFI 11159823
865' - 4"
LEVEL -1 B6 TO FOOTING
861' - 4"
LEVEL 1 B6 TO
CONCRETE
868' - 3"
B6.FB6.E
1' - 0" CURB
1' 0"
1' - 6"
FOUNDATION
8"
FEED ALLEY
14' - 0" 8"
FEED LANE
16' - 1 1/4"
1' 6"
1/ 2"
/4
1' 1/ 2"
3' 0"
1' 6"
1' 2"
1'
VA
R
IE
S
#5 @ 12" EA WAY
#5 @ 12" EA WAY
#5 @ 18" EA WAY
#5 @ 18" EA WAY
6" CONCRETE OVER
6" SAND BASE
6" CONCRETE OVER
6" SAND BASE
FREESTALL
SAND
1/4" THICK BY 36"
TROWELED ON EPOXY
LEVEL 0 B6 TO FLUSH
FLUME
865' - 4"
LEVEL -1 B6 TO FOOTING
861' - 4"
LEVEL 1 B6 TO
CONCRETE
868' - 3"
B6.EB6.D
1' 6"
1' 1/ 2"
1' 6"
8"8"
FREESTALL
9' - 0 3/4" 6"
MANURE SCRAPE ALLEY
12' - 0" 6"
FREESTALL
9' - 0 3/4"
WALKWAY
1/ 2"
1' 0" 8 1/ 2"
1' 1/ 2"
1/ 2"
1' 1/ 2"
SCREENINGS SCREENINGS
#5 @ 12" EA WAY #5 @ 18" EA WAY #5 @ 18" EA WAY #5 @ 12" EA WAY
#5 @ 18" EA WAY 6" CONCRETE OVER
6" SAND BASE
SAND SAND
LEVEL 0 B6 TO FLUSH
FLUME
865' - 4"
LEVEL -1 B6 TO FOOTING
861' - 4"
LEVEL 1 B6 TO
CONCRETE
868' - 3"
B6.FB6.E
VA
R
IE
S
1/2" CROWN
1' 6"
5"
1/ 4"
1/ 4"
CROSS OVER
10' - 2 3/4"
FEED ALLEY
14' - 0" 8"
FEED DRIVE
16' - 1 1/4" 1' - 0"
#5 @ 18" EA WAY
#5 @ 18" EA WAY
#5 @ 18" EA WAY
#5 @ 18" EA WAY1'
5"
6" CONCRETE OVER
6" SAND BASE
1/4" THICK BY 36"
TROWELED ON EPOXY
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
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 :4 7:
A M
S-301-B6
FO
U N D
AT
IO
N S
EC
TI
O N S
- 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
1/2" 1'-0"1 FEED LANE / FEED DRIVE SECTION
1/2" 1'-0"2
FREESTALL / MANURE SCRAPE ALLEY
SECTION
1/2" 1'-0"3 CROSS OVER SECTION
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI 11159823
RFI 11159823
RFI 11159823
01_LEVEL_FF
864' - 6"
00_LEVEL_TOF
860' - 6"
01_LEVEL_TOC
866' - 6"
6' - 5 1/2" 6' - 5 1/4"12' - 9 1/4"
34' - 0"
18" PEA GRAVEL
3' - 2" 3' - 2 1/4"
ALL CONC. SLABS 6" W/
#5 BARS @ 18" O.C. EACH WAY
ALL CONC. OVER 6" SAND
BASE THICKEN ALL CONC. EDGES TO 8" X 1'-6"
1' - 0"
2' - 10"
4 1/4"
6' - 5 1/2"
4"
12' - 1"
4"
6' - 5 1/2"
4"
2' - 10"
1' - 0"
18" PEA GRAVEL
1 1
+24"
+4"
+0" +4"
+0"
+4"
+24"
2' 0"
4' 0"
1' 0"
+4"
-3/4" TRENCH DRAIN+0" +0"+0"
+0"
SLOPE DOWN SLOPE DOWN
01_LEVEL_FF
864' - 6"
00_LEVEL_TOF
860' - 6"
B7.1 B7.2 B7.3 B7.4
01_LEVEL_TOC
866' - 6"
14' - 6" 11' - 6" 14' - 6"
57' - 0"
15" DEEP PEA GRAVEL
7' - 3" 7' - 3"
ALL CONC. SLABS 6" W/
#5 BARS @ 18" O.C. EACH WAYALL CONC. OVER 6" SAND BASE
1' - 0" 21' - 9" 6" 10' - 6" 6" 21' - 9" 1' - 0"
15" DEEP PEA GRAVEL
2' 0"
4' 0"
1' 0"
+0" +8"
+0"
+8"
+24" +24"
5' - 3" 5' - 3"
+0" +0" +0"-3/4" TRENCH DRAIN
SLOPE DOWNSLOPE DOWN
+0"
3" LIMESTONE SCREENINGS 3" LIMESTONE SCREENINGS
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
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
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A_ D
FR
C _2 2/ A _S
_M
EP
-B 7.
rv t
2/ /2 :0 9:
A M
S-301-B7
FO
U N D
AT
IO
N S
EC
TI
O N 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
3/8" 1'-0"1 WEST CONCRETE CROSS SECTION
3/8" 1'-0"2 EAST CONCRETE CROSS SECTION
KEYNOTES:
1 COORDINATE CURB PLACEMENT WITH CALF
STALL MANUFACTURER
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI 11159823
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
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
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 8.
rv t
2/ /2 :5 1:
A M
S-301-B8
FO
U N D
AT
IO
N S
EC
TI
O N S
- A
R
EA
B
- A
G 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
1/4" 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
EN
D U M
/1 8/
RFI 11159823
RFI 11159823
LEVEL 1 B11 TOC
868' - 8"
LEVEL -1 TO FOOTING
863' - 8"
B11.1 B11.2
1' - 0" 78' - 0" 1' - 0"
5' 0"
1' 0"
1' - 6"
6" T
YP
8"
6" CONC. FLOOR W/ #5 BARS @ 18" O.C.
EACH WAY OVER 6" SAND BASE
LEVEL 1 B11 TOC
868' - 8"
LEVEL -1 TO FOOTING
863' - 8"
B11.1 B11.2
1' - 0" 11' - 2" 8" 66' - 2" 1' - 0"
1' - 6"
1' 0"
5' 0"
6" T
YP
8"
8" X 24"
CURB
6" CONC. FLOOR W/ #5 BARS @ 18" O.C.
EACH WAY OVER 6" SAND BASE
LEVEL 1 B11 TOC
868' - 8"
LEVEL -1 TO FOOTING
863' - 8"
B11.1 B11.2
1' - 0" 78' - 0" 1' - 0"
4' 4"
1' - 6"
1' 0"
TRENCH DRAIN
6" CONC. FLOOR W/ #5 BARS @ 18" O.C.
EACH WAY OVER 6" SAND BASE
LEVEL 1 B11 TOC
868' - 8"
LEVEL -1 TO FOOTING
863' - 8"
B11.1 B11.2
1' - 0" 78' - 0" 1' - 0"
1' 0"
1' - 6"
4' 4"
6" T
YP
. 8" GRAVEL FLOOR
8"
LEVEL 1 B11 TOC
868' - 8"
LEVEL -1 TO FOOTING
863' - 8"
B11.AB11.BB11.CB11.DB11.EB11.FB11.H B11.GB11.I
10' - 6" 23' - 8" 29' - 8" 28' - 5" 11' - 9" 1' - 0" 11' - 3" 27' - 6" 1' - 0"
6" T
YP
TRENCH DRAIN TRENCH DRAIN8" X 36" CONC CURB
W/ #5 BARS @ 12" O.C.
EACH WAY
6" CONC. FLOOR W/ #5 BARS @ 18" O.C.
EACH WAY OVER 6" SAND 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 .rv t
2/ /2 :0 0:
P M
S-301-B11
FO
U N D
AT
IO
N S
EC
TI
O N S
- A
R
EA
B M
AC
H
IN
E
ST
O R
AG
E
SH
O P
PE
ST
IC
ID
E
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
1/8" 1'-0"1 FLOOR SECTION
1/8" 1'-0"2 CONTAINMENT AREA SECTION
1/8" 1'-0"3 TRENCH DRAIN SECTION
1/8" 1'-0"4 STORAGE SECTION
1/8" 1'-0"5 NORTH LONGITUDINAL SECTION
NORTH
KEY PLAN
B11
R
TA
/0 8/
AD
D
EN
D U M
/0 2/
AD
D
EN
D U M
/1 8/
KEYNOTES:
1 BID OPTION 3: 6" CONCRETE, TROWEL FINISH
RFI 11159823
RFI 11159823
RFI 11159823
LEVEL 0 B12.1 T.O.
FLUSH FLUME
865' - 4"
LEVEL -1 B12.1 T.O.
FOOTING
861' - 4"
B12.1.AB12.1.B
LEVEL 1 B12.1 T.O. CURB
867' - 4"
6" CONCRETE FLOOR W/ #5 BARS
@ 18" O.C. BOTH WAYS CENTERED IN SLAB
CONCRETE FOUNDATION
3"3"
1' - 6"
6" CONCRETE OVER
6" SAND BASE
FLUSH FLUME
LEVEL 0 B12.1 T.O.
FLUSH FLUME
865' - 4"
LEVEL -1 B12.1 T.O.
FOOTING
861' - 4"
B12.1.AB12.1.B
LEVEL 1 B12.1 T.O. CURB
867' - 4"
1' - 6" 1' - 6"
3"3"3" 3"
6" CONCRETE FLOOR W/ #5 BARS
@ 18" O.C. BOTH WAYS CENTERED IN SLAB
CONCRETE FOUNDATION
EXTEND FOUNDATION AND FOOTING CROSS
WALL @ EACH COLUMN LOCATION
1' - 0"12' - 0"1' - 0"
6” CONCRETE OVER
6” SAND 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 .1 .rv t
2/ /2 1:
:3
PM
S-301-B12.1
FO
U N D
AT
IO
N S
EC
TI
O N S
- A
R
EA
B .1
C O N N
EC
TO
R
PR
AI
R
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D U S
AC
, W I
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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
B12.1
3/8" 1'-0"1
FOUNDATION SECTION - AREA B12.1 -
CONNECTOR
3/8" 1'-0"2
FOUNDATION SECTION - AREA B12.1 -
CONNECTOR
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI 11159823
LEVEL 0 B12.2 T.O.
865' - 4"
LEVEL -1 B12.2 T.O.
FOOTING
861' - 4"
LEVEL 1 B12.2 T.O. CURB
867' - 4"
CONCRETE FOUNDATION
6" CONCRETE FLOOR W/ #5 BARS @ 18"
O.C. BOTH WAYS CENTERED IN SLAB B12.2.AB12.2.B
1' - 0" 1' - 0"
6"
9"2' - 11 1/2"8"8' - 3"
1' - 6"
3" 3"
1' - 6"
3" 3"
11' - 4 1/2"
6" THICK SAND BASE
RFI 11159823
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
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D B Y:
SI
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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
E
C
A
D
AT
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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
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F
D
B
N
EW
D
AI
R Y
FO
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AG
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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:
:0
PM
S-301-B12.2
FO
U N D
AT
IO
N S
EC
TI
O N S
- A
R
EA
B .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
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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
B12.2
1/4" 1'-0"1
FOUNDATION SECTION - AREA B12.2 -
CONNECTOR AND SORTING
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
LEVEL -1 B13 T.O.
861' - 4"
B13.A
B12.1.A
FOUNDATION WALL
1' - 0"
3" 1' - 0"
LEVEL 1 B13 T.O. CURB
867' - 4"
B13.C
3" 1' - 0" 3"3"
6" CONCRETE FLOOR W/ #5 BARS
@ 18" O.C. BOTH WAYS
6" CONCRETE FLOOR W/ FLOAT
FINISH OVER 6" SAND BASE
23' - 0" 1' - 0"
PROVIDE CONTROL JOINTS @ 16" O.C. MAXIMUM
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
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D B Y:
SI
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C H
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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
2/ /2 1:
:2
PM
S-301-B13
FO
U N D
AT
IO
N S
EC
TI
O N S
- A
R
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
FOUNDATION SECTIONS - AREA B13 - MILK
HOUSE
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
LEVEL 0 B14 FF
868' - 0"
B14.A B14.B B14.C B14.D B14.E B14.F B14.G B14.H B14.I B14.J B14.K
40' - 0"
1' 0"
#4 BARS @ 12" o.c. BOTH WAYS, TWO LAYERS
6" GRANULAR BASE
4"
#4 VERTICAL BARS @ 12" o.c. 2' 0"
8"8"
#4 HOOK BARS
@ 12" o.c.
12"
12"
(2) - #4 HORIZONTAL
BARS CONTINUOUS
4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"
4' 0"
4' 0"
6"
3' 0"
ROUND CONCRETE AT THE TOP
6" DIAMETER NOMINAL, SCH. 40
GALVANIZED STEEL PIPE
FILL 6" DIAMETER NOMINAL,
SCH. 40 GALVANIZED STEEL
PIPE WITH CONCRETE
SLOPE CONCRETE AWAY
FROM BOLLARD
1' - 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
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
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A_ D
FR
C _2 2/ A _S
_M
EP
-B .rv t
2/ /2 1:
:5
PM
S-301-B14
FO
U N D
AT
IO
N S
EC
TI
O N S
- A
R
EA
B
FU
EL
ST
O R
AG
E
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
B14
1/2" 1'-0"J2 FOUNDATION CROSS SECTION - B14
1" 1'-0"B12 PIPE BOLLARD DETAIL - B14
1 INSTALL #4 HOOK BARS @ CORNERS
@ 12" o.c. 18" x 18"
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
LEVEL -1 B4 T.O.
860' - 4"
B4.2 B4.3
LEVEL 2 B4 T.O.
CURB-EAST
869' - 4"
1' - 0" 42' - 0" 1' - 0"
1' - 6"
3" 3"
1' - 6"
3"3"
6" CONCRETE OVER
6" SAND BASE
VA
R
IE
S
6"
6" CONCRETE FLOOR W/ #5
BARS @ 18" O.C. BOTH WAYS
8" 8"
VA
R
IE
S
6"
8"
2' - 6" 8" 3' - 4" 8" 27' - 8" 8" 3' - 4" 8" 2' - 6"
8"
LEVEL 0 B4 T.O. FLUSH
FLUME
865' - 4"
LEVEL -1 B4 T.O.
FOOTING
860' - 4"
B4.2 B4.3
1' - 0" 42' - 0" 1' - 0"
1' - 6"
3"3" 1' - 6"
3"3"
6"
6" CONCRETE OVER
6" SAND BASE
6" CONCRETE FLOOR W/ #5
BARS @ 18" O.C. BOTH WAYS
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
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 :0 0:
A M
S-302-B4
FO
U N D
AT
IO
N S
EC
TI
O N S
- A
R
EA
B
- M
IL
KI
N G
PA
R
LO
R
PR
AI
R
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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
NORTH
KEY PLAN
B4
1/4" 1'-0"S-302-B4
FOUNDATION SECTION THROUGH
HOLDING PEN - AREA B4 - MILKING
PARLOR1
1/4" 1'-0"S-302-B4
FOUNDATION SECTION THROUGH
CONNECTOR- AREA B4 - MILKING PARLOR2
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI 11159823
LEVEL -1 B5 T.O.
861' - 4"
B5.B B5.CB5.A
1' - 0" 8"
+11
+21
+19+14
STORAGE PROCEDURE AREA
1' - 6"
LEVEL 2 B5 T.O. CURB
869' - 4"TRENCH DRAIN TRENCH DRAIN
+14 +12.5 +12.5
SLOPE DOWNSLOPE DOWN
[No Slope]
6" CONCRETE FLOOR OVER
6" SAND FILL
6" CONCRETE FLOOR W/ #5
BARS @ 18" O.C. BOTH WAYS
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
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 :2 1:
A M
S-302-B5
FO
U N D
AT
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N S
EC
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O N S-
LO
N G
IT
U D
IN
AL
AR
EA
B5
SP
EC
IA
L N
EE
D S
AN
D M
AT
ER
N
IT
Y
PR
AI
R
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D U S
AC
, W I
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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
1/4" 1'-0"1
FOUNDATION SECTION-LONGITUDINAL
THROUGH STORAGE AND PROCEDURE
AREA - AREA B5 - SPECIAL NEEDS AND
MATERNITY
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
865' - 4"
LEVEL -1 B6 TO FOOTING
861' - 4"
LEVEL 1 B6 TO
CONCRETE
868' - 3"
B6.22B6.21 8"
SCRAPER DRIVE
10' - 0"
FEED SUB KITCHEN
20' - 0"
FREESTALLS
3' 5"
1' 1"
4"
#5 @ 18" O.C. EACH WAY
6" CONCRETE OVER
6" SAND BASE
#5 @ 12" O.C. EACH WAY
8" X 5'-0"
CONC. WALL
SAND
LEVEL 0 B6 TO FLUSH
FLUME
865' - 4"
LEVEL -1 B6 TO FOOTING
861' - 4"
LEVEL 1 B6 TO
CONCRETE
868' - 3"
B6.22B6.21
FEED SUB KITCHEN
20' - 0"
STALL LANE
#5 @ 18" O.C. EACH WAY 6" CONCRETE OVER
6" SAND BASE
4"
LEVEL 0 B6 TO FLUSH
FLUME
865' - 4"
LEVEL -1 B6 TO FOOTING
861' - 4"
LEVEL 1 B6 TO
CONCRETE
868' - 3"
B6.22B6.21
8"
CROSSOVER
16' - 0" 8"
SCRAPER DRIVE
10' - 0"
FEED SUB KITCHEN
20' - 0"
#5 @ 18" O.C. EACH WAY
6" CONCRETE OVER
6" SAND BASE
#5 @ 12" O.C. EACH WAY
8" X 5'-0"
CONC. WALL
3' 6"
1' 6"
#5 @ 12" O.C. EACH WAY
3' 1/ 4"
1' 3/ 4"
8" X 5'-0"
CONC. WALL
SCREENINGS
SAND
4"
FREESTALLS
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
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
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 6.
rv t
2/ /2 :4 7:
A M
S-302-B6
FO
U N D
AT
IO
N S
EC
TI
O N S
- 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
1/2" 1'-0"1 E LONG FREESTALL SECTION
1/2" 1'-0"2 E STALL LANE LONG SECTION
1/2" 1'-0"3 NE LONG CROWN SECTION
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI 11159823
RFI 11159823
LEVEL 0 B12.1 T.O.
865' - 4"
LEVEL -1 B12.1 T.O.
FOOTING
861' - 4"
B12.1.1B12.1.2B12.1.3B12.1.4B12.1.5
LEVEL 1 B12.1 T.O. CURB
867' - 4"
6" CONCRETE FLOOR W/ #5 BARS @ 18"
O.C. BOTH WAYS CENTERED IN SLAB
CONCRETE FOUNDATION
100' - 0"
6" THICK SAND 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 .1 .rv t
2/ /2 1:
:2
PM
S-302-B12.1
FO
U N D
AT
IO
N S
EC
TI
O N S-
LO
N G
IT
U D
IN
AL
AR
EA
B1
2.
- C
O N N
EC
TO
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
NORTH
KEY PLAN
B12.1
1/8" 1'-0"1
FOUNDATION SECTIONS-LONGITUDINAL -
AREA B12.1 - CONNECTOR
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
LEVEL -1 B13 T.O.
861' - 4"
B13.1B13.3
CONCRETE FOUNDATION
LEVEL 1 B13 T.O. CURB
867' - 4"
B13.2
1' - 0" 31' - 0" 1' - 0"
1' - 6" 3" 3"
1' - 6" 3" 3"
6" CONCRETE FLOOR W/ #5 BARS
@ 18" O.C. BOTH WAYS
6" CONCRETE FLOOR W/ FLOAT
FINISH OVER 6" SAND BASE
PROVIDE CONTROL JOINTS @ 16" O.C. MAXIMUM
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
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
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
2/ /2 1:
:1
PM
S-302-B13
FO
U N D
AT
IO
N S
EC
TI
O N S-
LO
N G
IT
U D
IN
AL
AR
EA
B1
- M
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K H O U
SE
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
B15
1/4" 1'-0"1
FOUNDATION SECTIONS-LONGITUDINAL -
AREA B13 - MILK HOUSE
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
LEVEL -2 B4 T.O.
CONCRETE (SUBWAY)
855' - 8"
B4.F B4.C
+31" +36"
+0"
-121" -116"
SLOPE DOWN
SLOPE DOWN
SLOPE DOWN
1' - 0" 31' - 2" 8" 19' - 9"
1'-0" CONCRETE FLOOR
8" CONCRETE FLOOR
10" CONCRETE FLOOR
(COW DECK)
6" CONCRETE
FLOOR
6" CONCRETE FLOOR
+29"
[No Slope]
LEVEL 1 B4 T.O.
CURB-WEST
865' - 8"
B4.DB4.E
OPERATOR PIT FLOOR
SUBWAY
MILKING PARLOR
B4-109
CORRIDOR
B4-108
UTILITY
ROOM/SUBWAY
ACCESS
B4-104
CORRIDOR
WALL
4"
SEE PLAN FOR LOCATION
6" CONCRETE CURB AT WALL
-5"
LEVEL -1 B4 T.O.
FOOTING
860' - 4"
B4.C B4.B B4.A
+0"
1' - 0"
1' - 6"
3" 3"
6" CONCRETE FLOOR W/ #5 BARS
@ 18" O.C. BOTH WAYS
LEVEL 1 B4 T.O.
CURB-WEST
865' - 8"
51' - 0"
6"6" CONCRETE OVER
6" SAND BASE
US Army Corps of Engineers ®
SHEET ID
U S
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M Y C O R
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J.
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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
1/4" 1'-0"S-303-B4
FOUNDATION
SECTIONS-LONGITUDINAL-CENTER - AREA
B4 - MILKING PARLOR2
1/4" 1'-0"S-303-B4
FOUNDATION
SECTIONS-LONGITUDINAL-WEST - AREA
B4 - MILKING PARLOR1
R
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/0 8/
AD
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D U M
/1 8/
LEVEL -1 B6 TO FOOTING
861' - 4"
LEVEL 1 B6 TO
CONCRETE
868' - 3"
B6.E
CROSSOVER / FOOTBATH AREA
10' - 2 3/4"
STALL LANE
12' - 0"
ROBOT CURB
4' - 1 3/4" 6"
ROBOT ROOM
18' - 8 1/2" 6"
ROBOT CURB
4' - 1 3/4"
#5 @ 18" EA WAY
6" CONCRETE OVER
6" SAND BASE
#5 @ 18" EA WAY
#5 @ 18" EA WAY
#5 @ 18" EA WAY
6" CONCRETE OVER
6" SAND BASE
#5 @ 18" EA WAY
#5 @ 18" EA WAY
#5 @ 18" EA WAY
6"
4" 1' 4"
1' 4"
6"
6"
6" [No Slope]
STALL LANE
12' - 0"
CROSSOVER / FOOTBATH AREA
10' - 2 3/4"
LEVEL -1 B6 TO FOOTING
861' - 4"
#5 @ 18" EA WAY6" CONCRETE OVER
6" SAND BASE
6"
#5 @ 18" EA WAY #5 @ 18" EA WAY
#5 @ 18" EA WAY
+20" +20"
LEVEL 0 B6 TO FLUSH
FLUME
865' - 4"
LEVEL 1 B6 TO
CONCRETE
868' - 3"
6"
WORK ROOM
15' - 3" 6"
ROBOT ROOM
31' - 1" 6"
MECH/ELEC ROOM
9' - 8" 6"
#5 @ 18" EA WAY
#5 @ 18" EA WAY
1' 8" 4"
[No Slope]
SLOPE DOWN
SLOPE DOWN
SLOPE DOWN
/8
1' 2"
+20" +20" +20"+20"
+6"
+16"CENTER ALLEY
ROBOTIC ROOM
B6-104
WORK ROOM
B6-103
MECH/ELEC
ROOM
B6-109
S-501-B6
FLUSH FLUME
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
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IN
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D R
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N B Y:
D
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N N O
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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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W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
3/8" 1'-0"1
ROBOT AREA / FOOTBATH CROSS
SECTION
1/2" 1'-0"2 WORK ROOM CROSS SECTION
3/8" 1'-0"3 WORK ROOM LONG SECTION
NORTH
KEY PLAN
B6
R
TA
/0 8/
AD
D
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D U M
/1 8/
RFI 11159823
RFI 11159823
4' -0
3' -0
4'
18"
SLAB OR GROUND LEVEL
6" DIA. GALV. STEEL PIPE
BOLLARD PAINTED YELLOW AND
FILLED WITH CONCRETE OR GROUT
SLOPE CONC. 1" ABOVE &
FINISH WITH STEEL TROWEL
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
#3 TIES 12" O.C.
4 #6 BARS
4 #6 HOOKS
TWO LAYERS OF
#5 BARS @ 7" O.C.
BOTHWAYS (2 MATTS)
36"
9"
1' 0"
6' 2"
1' - 6"
1' 0"
6"
1' - 0"
#5 HAIR PIN TIES
EXTEND 12'-0" INTO FLOOR SLAB
4 #6 BARS
#3 TIES 12" O.C.
1' - 0"
9"
1 1/2" 1 1/2"
#5 HAIRPIN TIES
EXTEND 12' INTO
FLOOR SLAB
# 5 BARS @ 12" O.C.
BOTHWAYS 2 MATTS
#6 HOOKS
@ 12" 0.C.
TWO LAYERS OF
#5 BARS @ 7" O.C.
BOTHWAYS (2 MATTS)
36"
9"
6' 2"
1' 0"
3"
1' - 6"
1' - 0"
1' 1/ 2"
2" CHAMFER
1' 6"
6" 7"
6"
4"
FEED MANGER
EXPOXY COATING
1/4" THICK X 36" WIDE
#4 BARS @ 18" O.C.
#4 TIES @ 18" O.C.
8" LONG
#4 TIES @ 18" O.C.
8" LONG
#4 BARS @ 12" O.C.
BOTHWAYS
#4 BARS @ 18" O.C.
BOTHWAYS
SLOPE DOWN
UNDISTURBED EARTH OR
COMPACTED FILL
6" GRANULAR FILL
6" GRANULAR FILL
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
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IN
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R S
D R
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N B Y:
D
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N N O
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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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:1
AM
S-501-B2
ST
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TR
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B
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VA
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AN
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TR
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AC
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TR
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J.
W ille
M .B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
1/16" 1'-0"H10 PIPE BOLLARD DETAIL
1" 1'-0"H6 COLUMN SECTION
1" 1'-0"H2 COLUMN DETAIL
1" 1'-0"H16 WALL & FOOTING DETAIL
1" 1'-0"1 FEED CURB DETAIL
R
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/0 8/
AD
D
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/1 8/
RFI 11159823
20"
9"
#3 TIES 9" O.C.
4 #6 BARS
4 #6 HOOKS
#5 BARS @ 7" O.C.
BOTHWAYS 2 MATTS
7' 4"
1' 0"
1' - 6"
1' - 0"
#5 HAIR PIN TIES EXTENDING 16'
INTO FLOOR SLAB
SE
E C
IV
IL
P
LA
N
VA
R
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S
4' 0"
GRADE
ANCHOR BOLTS PER
MANUFACTURER
#5 BARS @ 7" O.C.
BOTHWAYS 2 MATTS
#6 HOOKS @ 12" O.C.
#5 BARS @ 12" O.C.
BOTHWAYS 2 MATTS
20"
9"
7' 4"
1' 0"
1' - 6"
1' - 0"
SIX #5 BARS
BOTH WAYS
2 MATTS
3' 6"
3' - 6"
3"
3"
FOUR #6 BARS
TIES @ 9" O.C.
#5 HAIR PIN TIES EXTENDING 16'
INTO FLOOR SLAB
1/ 2"
9" 9"
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
PREENGINEERED
METAL BUILDING
COLUMN
SIX #5 BARS
BOTH WAYS
TWO MATTS
1' 4"
3' - 6"
3"
3"
2' 6"
8"
1' 1/ 2"
6" 1' 1/ 2"
8' - 3"
TOP OF SLAB
TOP OF CATTLE GUARD SLAB
TOP OF SLAB
1' 1/ 2"
6" 1' 1/ 2"
1' 2"
16' - 0" 8"
TOP OF SLAB BEYOND
VA
R
IE
S
1' 1/ 2"
6"
FEED MANGER CURB
FEED ALLEY
TOP OF CATTLE GUARD SLAB
OUTSIDE WALL
FOUNDATION
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
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IN
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R S
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N B Y:
D
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D B Y:
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C O N
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N N O
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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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A M
S-502-B3
ST
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B
C O N
VE
N
TI
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AL
F R
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ST
AL
L
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D R Y C O W
PR
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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"2 COLUMN SECTION
1" 1'-0"3 WALL & FOOTING DETAIL
1" 1'-0"4 INTERNAL COLUMN FOOTING
1" 1'-0"1 COLUMN DETAIL
3/4" 1'-0"5 APRON & DOOR STOOP SECTION
1" 1'-0"6 INTERNAL COLUMN FOOTING SECTION 1
R
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AD
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/1 8/
1/2" 1'-0"8 CATTLE GUARD CROSS SECTION 2
1/2" 1'-0"7 CATTLE GUARD CROSS SECTION 1
RFI 11130628
1' - 8" 5' - 0"
2"
8" 9' 0"
1' 0"
#6 HOOKS @ 6" O.C.
2' - 6"
2' 6"
COVER
2 1/2"
4"1' - 0" C O
VE
R 3"
C O
VE
R 1/ 2"
C O
VE
R 1/ 2"
SS SLEEVES SET IN CONCRETE
CURB FOR MILK LINES
SS PRE-FORMED PIT RAIL
6"
COW DECK
MILKER'S PIT
SUBWAY
#5 BARS @ 16" O.C.,
BOTH WAYS
#6 BARS @ 12" O.C.,
BOTH WAYS
#6 BARS @ 12" O.C.,
BOTH WAYS
#6 BARS @ 6" O.C.,
BOTH WAYS
2' 2"
2"
SEE CIVIL DRAWINGS
FOR PIPE SIZE AND
DEPTH
6"
(S
EE
S
IT
E D R
AW
IN
G S)
VA
R
IE
S
1 1/2"
1 1/2"
1/ 2"#3 BARS @ 18" o.c.
BOTH WAYS
#4 HOOK BARS
@ 18" o.c.
12"
12"
#4 VERTICAL
BARS @ 12" o.c.
#4 HORIZONTAL
BARS @ 12" o.c.
4" ROCK BASE
PVC PIPE, SEE
SITE DRAWINGS
L1 1/2 x 1 1/2 x 1/4"
ANGLE WITH 2"
STUDS @ 12" o.c.
GUTTER GRATES - GRATE ROD SPACING @ 2" O.C., 5/8" ⌀ ROD;
CROSS ROD SPACING @ 16" O.C., 3/4" ⌀ ROD.
11"1"
SEE ARCH. DWGS.
SE
E
AR
C H . D
W G S.
CONC. SLAB - SEE PLAN
CONST. JOINT
MTL. EDGE - SEE
ARCH. DWGS.
1 - #4 NOSING
BAR - TYP.
CONC. SLAB - SEE PLAN
1/2" EXP.
JOINT MAT.
#4 @ 16" O.C.
EA.
FACE
#4 @ 18" O.C.
EA.
FACE
EL.- SEE
PLAN
EL.- SEE
PLAN
1' - 0"
COMPACTED
GRANULAR FILL
5"
#4 @ 12" O.C.
EA. WAY
CON. FTG. - SEE
PLAN FOR SIZE &
REINF.
3" COVER
CLEAR
6" 2' - 0" 6"
1' 0"
1' 0"
6"
#4 BARS @ 12" O.C.
TWO LAYERS #6 BARS @
6" O.C. BOTHWAYS
3" X 1-1/2" KEYWAY
6" GRANULAR BASE
OVER COMPACTED FILL
BENTONITE SEAL
THREE #4 BARS @18"
O.C. BOTHWAYS
EL. VARIES - SEE PLAN
8" 1' 8"
8"
6" CONC SLAB- SEE PLAN
POST - SEE EQUIPMENT DWGS
3/4" CHAMFER
6" CONC SLAB- SEE PLAN
6" GRANULAR BASE OVER
COMPACTED FILL OR
UNDISTURBED EARTH
TWO #4 @ 16" O.C.
VERT EA FACE
THREE #4 HORIZ CONT SET TIGHT
TO SLEEVE FOR POSTS
#4 BARS @ 18" O.C.
BOTHWAYS
#5 BARS @ 8" O.C. BOTHWAYS
#4 BARS @ 18" O.C.
BOTHWAYS
16"
16"
#5 HOOK BAR
@ 12" O.C.
#4 BARS @ 12" O.C.
BOTHWAYS
FLOOR
8"
7"
#5 BARS @ 8" O.C. BOTHWAYS
#4 BARS @ 18" O.C.
BOTHWAYS
FLOOR
8"
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
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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
L
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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
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B
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D
AI
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FO
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AG
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R C H C
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//1 5_ U
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C _2 2/ A _S
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EP
-B 4.
rv t
2/ /2 :0 0:
A M
S-502-B4
ST
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TU
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D
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LS
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EA
B
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KI
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PA
R
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PR
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AC
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TR
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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"S-502-B4
SUBWAY/MILKER'S PIT DETAIL1
3/4" 1'-0"S-502-B4
FLUSH FLUME STRUCTURAL DETAIL3
3/4" 1'-0"S-502-B4
SECTION @ STAIR4
NTS5 SUMP DETAIL
NTS6 CURB DETAIL
NTS2 SUBWAY STAIRS CROSS SECTION
R
TA
/0 8/
AD
D
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D U M
/1 8/
RFI 11159823
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'
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
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M Y C O R
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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
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI 11159823
RFI 11159823
RFI 11159823
RFI 11159823
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 DESIMENT
BASKET, THREADED
ADOPTER
P TRAP
TO WASTE LINE
DRAINABLE SLOPE
FLOOR SLAB
NOTE: DO NOT INSTALL P TRAP IN
LIVESTOCK/ ANIMAL AREAS
VALVE HYDRANT
BOX FLANGE
BUILDING
WALL
3/4" HOSE CONNECTION
FROM SUPPLY
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
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R S
D R
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N B Y:
D
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/0 8/
W F2 0C
W F2 1C
NTS1
HIGH VOLUME - LOW PRESSURE
SCHEMATIC
1 1/2" 1'-0"2 LW-1 MOUNTING DETAIL
NTS4 FLOOR DRAIN DETAIL
NTS3 FLUSH MOUNT BOX HYDRANT
R
TA
/0 8/
AD
D
EN
D U M
/1 8/
RFI 11161583
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
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IN
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R S
D R
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N B Y:
D
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2/ /2 1:
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PM
P-601-B1
PL
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M . B ro w ns te in
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/0 8/
W F2 0C
W F2 1C
NOTES:
1.) SUPPLY SOURCES BLUFFVIEW
2.) VALVE ALL FIXTURES ON INLET & OUTLET WITH UNIONS
AHU-2 EXTERIOR AHU -- -- 1" POLY SEE AHU SCHEDULE
AHU-1 EXTERIOR AHU -- -- 1" POLY SEE AHU SCHEDULE
VP-1 LAB SPACE VACUUM PUMP 1" PVC -- -- VACUUM PUMP
WH-1 DIRTY LAB SPACE HYDRANT 3" PVC LW -- -- WALL HYDRANT
WH-1 WASH AREA HYDRANT 2" PVC LW -- -- WALL HYDRANT
WH-1
COW/WORKER
CIRCULATION SPACE HYDRANT 2" PVC LW -- -- WALL HYDRANT
HVLP-1…
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