Amendment 07 - Ad_0009_Drawings_04.01.2025.pdf

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 ®

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W F2 0C

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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

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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 ®

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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

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AD

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AD

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NTS2 CABLE TRAY INSTALLATION DETAIL

RFI 11152931

RFI 11152936

RFI 11152931

RFI 11152936

US Army Corps of Engineers ®

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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

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/0 8/

AD

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/2 8/

AD

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/2 5/

AD

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RFI 11152938

RFI 11152942

SHEET ID

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M Y C O R

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E-603-B4

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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

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AD

D

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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 ®

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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

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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 ®

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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

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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

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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 ®

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Q-302-B9

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W F2 0C

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B9

1/8" 1'-0"J5 EQUIPMENT SECTION 4 - B9

1/8" 1'-0"B5 EQUIPMENT SECTION 2 - B9

R

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RFI 11163450

SHEET ID

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Q-601-B3

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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)

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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 ®

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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

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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 ®

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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

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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

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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 ®

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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

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H F

LU

SH

F

LU

M E

SL

O

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FL

U

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F

LU

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N D

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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"

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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

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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

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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 ®

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1/4" 1'-0"1

STRUCTURAL CONCRETE PLAN - AREA

B13 - MILK HOUSE

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/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

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

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C O N

TR

AC

T N O

SO

LI

C

IT

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N N O

N

3 5 7 9 11 13 15 17 19

L

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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

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D

B

N

EW

D

AI

R Y

FO

R

AG

E R

ES

EA

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EN

TE

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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

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

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

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

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

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 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

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

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

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

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

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

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

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

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

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

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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

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

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 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

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 8.

rv t

3/ 4/ :3 0:

P M

S-102-B8

ST

R U C

TU

R

AL

C O N C R

ET

E

PL

AN

AR

EA

B

AG

R O N O M Y

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

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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 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

TA

/0 8/

AD

D

EN

D U M

/0 4/

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:

//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-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/

AD

D

EN

D U M

/0 4/

1/4" 1'-0"4 CART DRYER AREA CROSS SECTION

RFI 11140761