Am_0008_Dwgs_ARS01.pdf
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- Solicitation number
- W9128F25R0014
About this file
These architectural drawings (Am_0008_Dwgs_ARS01.pdf) detail the Metabolic Chambers (Building B1) for the new USDA Dairy Forage Research Center in Prairie du Sac, Wisconsin. The drawings provide comprehensive design specifications for a pre-engineered metal building measuring 105' 1-1/2" long by 53' wide, featuring multiple specialized spaces including metabolic chambers, lab spaces, circulation areas, and utility rooms. Key architectural elements include a 2:12 roof slope, mono-slope design, metal siding and roofing, and specific floor elevations at 865' 4" (top of flush flume), with dedicated areas for research functions such as data collection, equipment storage, and cow/worker circulation spaces.
The drawings include detailed plans for four metabolic chambers (B1-107A through B1-107D), each with specific design considerations like individual temperature and humidity controls (5-35°C, 90-35% humidity), specialized wall finishes, and precise dimensional layouts. Structural details highlight concrete foundations, floor slopes, and specific reinforcement requirements, with emphasis on coordinating final chamber dimensions and locations with the equipment manufacturer. The design integrates various technical specifications including electrical, mechanical, and plumbing systems, reflecting a comprehensive approach to creating a specialized research facility for dairy forage studies.
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Text version
DRAWING ABBREVIATIONS
INDEX OF DRAWINGS
BUILDING SUMMARY
NUMBERING SYSTEM:
XX100
DISCIPLINE:
C - CIVIL
L - LANDSCAPE
A - ARCHITECTURE
M - MECHANICAL
E - ELECTRICAL
P - PLUMBING
S - STRUCTURAL
K - FOOD SERVICE
DISCIPLINE MODIFIER
ANNOTATION CALLOUTS/DRAWING SYMBOLS
GENERAL NOTES
A ---------------------
A LABEL CLASS A DOOR
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ACC ACCESSIBLE
ACS AUTOMATIC CONTROL SYSTEM
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES ACT
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALTALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
AVG AVERAGE
AW ARCHITECTURAL WOODWORK
AWT ACOUSTICAL WALL TREATMENT
B ---------------------
B LABEL CLASS B DOOR
BALC BALCONY
BB BASEBOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE
MANUFACTURER'S ASSOCIATION
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BN BULLNOSE
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C CONC CAST CONCRETE
C LABEL CLASS C DOOR
CAB CABINET
CATW CATWALK
CAV CAVITY
CBB CEMENTITIOUS (BACKER) BOARD
CD CONSTRUCTION DOCUMENTS
CDW CHILLED DRINKING WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR
FURNISHED/CONTRACTOR INSTALLED
CFE CONTRACTOR FURNISHED EQUIPMENT
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL FRAMING
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CI CAST IRON
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLLCOLUMN LINE
CLO CLOSET
CLR COLOR
CLRM CLASSROOM
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CDR CARD READER
CO CLEANOUT
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONF CONFERENCE
CONT CONTINUE
COORD COORDINATE
CORR CORRIDOR
CP CONCRETE PIPE
CPT CARPET
CR CONTROL ROOM
CRT CURTAIN
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTR CENTER
CU FT CUBIC FEET
CWCASEMENT WINDOW
D ---------------------
D DEPTH
D LABEL CLASS D DOOR
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DGR DIAMOND GROOVE
DIA DIAMETER
DIRDIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
E ---------------------
E LABEL CLASS E DOOR
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION AND FINISH
SYSTEM
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ELEV ELEVATOR
ENTR ENTRANCE
EPS EXPANDED POLYSTYRENE BOARD
(INSULATION)
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPOSED
EXT EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR PANEL
FAS BD FASCIA BOARD
FC BRK FACE BRICK
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FED FEDERAL
FF FINISH FACE
FF EL FINISH FLOOR ELEVATION
FF INSUL FOIL BACKED INSULATION
FGL FIBERGLASS
FH FIRE HOSE
FHP FULL HEIGHT PARTITION
FIN FINISH
FIN BS FINISH BOTH SIDES
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLMT FLUSH MOUNT
FLR FLOOR
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED GYPSUM
FRMG FRAMING
FRP FIBERGLASS REINFORCED PLASTIC
FRTW FIRE RETARDANT TREATED WOOD
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
FWC FABRIC WALLCOVERING
G ---------------------
G NATURAL GAS
GALV GALVANIZED
GB GRAB BAR
GFCI GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GFGI GOVERNMENT INSTALLED
GOVERNMENT INSTALLED
GFRG GLASS-FIBER-REINFORCED GYPSUM
GLZ GLAZING
GR GROOVED
GR FL GROUND FLOOR
GUT GUTTER
GV GRAVEL
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
H ---------------------
HB HOSE BIBB
HBRF HEAVY BROOM FINISH
HDPE HIGH DENSITY POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY PARTICULATE AIR
(FILTER)
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HT HEIGHT
HYDR HYDRAULIC
I ---------------------
IBC INTERNATIONAL BUILDING CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
K ---------------------
KPD KEYPAD
KIT KITCHEN
KPL KICKPLATE
L ---------------------
LAM LAMINATE
LAV LAVATORY
LBR LUMBER
LBRF LIGHT BROOM FINISH
LBS POUND
LDG LANDING
LF LINEAR FEET (FOOT)
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LOC LOCATION
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MIDMIDDLE
MIL STD MILITARY STANDARD
MINMINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING (MOULDING)
MO MASONRY OPENING
MOD MODIFY
MB MOISTURE BARRIER
MTG MOUNTING
MTL METAL
MVBL MOVABLE
MWP MEMBRANE WATERPROOFING
N ---------------------
N NORTH
NANOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NICNOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTI
O -------------------
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OWSJ OPEN WEB STEEL JOIST
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PULL BOX
PBD PARTICLEBOARD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PRKG PARKING
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER AND
RECEPTACLE
PTN PARTITION
PWR POWER
Q --------------------
QT QUARRY TILE
QTY QUANTITY
R --------------------
RB RESILIENT BASE
RBM REINFORCED BRICK MASONRY
RBR RUBBER
RC REINFORCED CONCRETE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RDG INS RIGID INSULATION, SOLID
REC RECESSED
REC ROOM RECREATION ROOM
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
REFER TO A/E/C CAD STANDARD FOR
SHEET NUMBERINGSTANDARDS
REVISION
TAG
NORTH ARROW w/
TRUE NORTH
INDICATION
ROOM TAG
ELEVATION NUMBER
SECTION
EXTERIOR ELEVATION
ENLARGEMENT,
DETAIL
SPOT ELEVATION
LEVEL NAME
SHEET NUMBER
SHEET NUMBER
SHEET NUMBER
SHEET KEYNOTE
INTERIOR ELEVATION
SHEET NUMBER
PLAN NORTH
S --------------------
SAN SAND
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGL SINGLE
SHT MTL FLASH SHEET METAL (FLASHING)
SHTHG SHEATHING
SHV SHELVING
SIMSIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
SUB FL SUBFLOOR
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TC TERRA COTTA
TD TRENCH DRAIN
TELTELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFFTOP OF FINISH FLOOR
THK THICKNESS
TK BD TACKBOARD
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRTD TREATED
TV TELEVISION
TWL TROWEL
SHEET NUMBER WITHIN SERIES
A201
A204
A301
A401
ROOM
100'
LEVEL 01
100'
A
US Army Corps of Engineers ®
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ADVANCED
ANIMAL
NUTRITION
EQUIPMENT
B1 - 105
METABOLIC
CHAMBER
EQUIPMENT
B1 - 103
LAB SPACE
B1 - 106
HALLWAY TO ADMIN
LABS
(SEE A1 DRAWINGS)
B1.A B1.F
B1.1
B1.2
D6
A-301-B1
METABOLIC
CHAMBER DATA
COLLECTION
B1 - 104
B1.D B1.E
B1.6B1.4B1.3B1.2
UTILITY ROOM
B1 - 108
9' - 0 3/4" 23' - 0" 24' - 0"
/4
8' - 7"
19 19 19 19
B1.5
7'
/2
B1.C
/4
7'
/4
7'
3/
4"
6' - 2 1/2"
(CHAMBER WALL OUT TO OUT)
41' - 11"
20' - 11" 20' - 6" 20' - 6" 17' - 2 1/2" 26' - 0"
3' - 11" 9' - 0" 9' - 0"13' - 11" 10' - 0"
B1.B
2'
6"
B2.1
B2.2
B2.A/B1.F
3'
3/
4"
28' - 11"
A-203-B1
L12
E12 A-203-B1
H12
B12
/4
22' - 0"
B2
AAN
B1
METABOLIC
CHAMBERS
FLUSH FLUME FLUSH FLUME
B1.102
B1.103
B1.8
4'
B1.7
B1.1
B1.104
2'
6"
12' - 0"
5' - 2"
11' - 11"
40' - 1" 5' - 0 1/2"
5'
9"
A-401-B1 E8
1 1 1 1
A-202-B1 E5
A-201-B1 C7
A-201-B1 H7
17' - 3" 10' - 5" 10' - 5" 10' - 5"
19 19 19 19
WASH AREA
B1 - 102
DIRTY LAB SPACE
B1 - 100
METABOLIC
CHAMBER
B1 - 107A
METABOLIC
CHAMBER
B1 - 107B
METABOLIC
CHAMBER
B1 - 107C
METABOLIC
CHAMBER
B1 - 107D
COW/WORKER
CIRCULATION
SPACE
B1 - 101
7 1/2" 8' - 2 3/4" 17' - 1 3/4"
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ARCHITECTURAL FLOOR PLAN - AREA B1 -
METABOLIC CHAMBERS
KEYNOTES:
GENERAL NOTES:
1 FINAL METABOLIC CHAMBER LOCATION AND
DIMENSIONS TO COORDINATE WITH
MANUFACTURER
1.
2.
3.
COORDINATE WITH BUILDING A1 CORRIDOR
CONNECTION
B1 AND B2 ARE A SINGLE BUILDING SEPARATED
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BASELINE DIMENSIONS ARE FROM OUT TO OUT
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2 A1 CORRIDOR CONNECTION
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B1.1
B1.2
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RIDGELINE
ROOF SLOPE 2:12
ROOF SLOPPE 2:12
2' OVERHANG
2' OVERHANG
B1.CB1.B
B2.1
B2.2
B2.A/B1.F
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6'
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DOOR
AWNING
DOOR
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MATCHLINE - B2
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ROOF AREA PLAN - AREA B1 - METABOLIC
CHAMBERS
GENERAL NOTES:
1. AWINGS ARE MONO SLOPE
KEYNOTES:
1 A1 CORRIDOR CONNECTION
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B1.A B1.F
B1.1
B1.2
B1.D B1.EB1.C
17' - 2 1/2"61' - 11"
B1.B
B2.1
B2.2
B2.A/B1.F
COW/WORKER
CIRCULATION
SPACE
B1 - 101
0"
US Army Corps of Engineers ®
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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
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A_ D
FR
C
_2
2/
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/2
:3 8:
A
M
A-103-B1
R
EF
LE
C
TE
D
C
EI
LI
N
G P
LA
N
AR
EA
B
M
ET
AB
O
LI
C
C H
AM
BE
R S
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A, D
IS
TR
IC
T
H D
R
AR
LI
N
G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
NORTH
KEY PLAN
B1
1/8" = 1'-0"1
REFLECTED CEILING PLAN - AREA B1 -
METABOLIC CHAMBERS
R
TA
/0
8/
R ev is io n
/1
3/
B1.A B1.FB1.D B1.EB1.CB1.B
B2.A/B1.F
PREENGINEERED BUILDING
METAL SIDING
PREENGINEERED BUILDING
METAL ROOFING
B2
AA
N
B1
M
ET
AB
O
LI
C
C H
AM
BE
R S
5'
8"
1/
2" 2'
1/ 2"
107' - 3 3/4"
20' - 11" 20' - 6" 20' - 6" 17' - 2 1/2" 26' - 0"
LEVEL 2 B1 TO ROOF
44' - 0"
B1.AB1.F B1.DB1.E B1.C B1.B
B2.A/B1.F
T.O. FOUNDATION
28' - 0"
B2
AA
N
B1
M
ET
AB
O
LI
C
C H
AM
BE
R S
1 1 1 1
PREENGINEERED BUILDING
METAL ROOFING
PREENGINEERED BUILDING
METAL SIDING
/4
1'
1/
4"
3/
4" 5'
3/ 4"
107' - 3 3/4"
20' - 11"20' - 6"20' - 6"17' - 2 1/2"26' - 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
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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
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A
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A-201-B1
N O
R
TH
A N
D S
O U
TH
E
LE
VA
TI
O
N S
- A R
EA
B
M
ET
AB
O
LI
C
C H
AM
BE
R S
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A, D
IS
TR
IC
T
H D
R
AR
LI
N
G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
1/8" = 1'-0"C7 SOUTH ELEVATION - AREA B1
1/8" = 1'-0"H7 NORTH ELEVATION - AREA B1
KEYNOTES:
1 WINDOWS CENTERED ON CHAMBERS
2 AHU-1
3 CONNECTOR TO A1
4 3/0X7/0 PERSONNEL DOOR
GENERAL NOTES:
1. LEVEL 0' - 0" = 865' - 4" (T.O. FLUSH FLUME)
R
TA
/0
8/
R ev is io n
/1
3/
LEVEL 2 B2 TO ROOF
20' - 0"
B2.BB2.CB2.DB2.E B2.A/B1.FB2.FB2.GB2.HB2.I
B3.A
LEVEL_OO B2 T.O.
FOUNDATION
4' - 0"
B1 M
ET
AB
O
LI
C C H
AM
BE
R S
B2
AA
N
B2
AA
N
B3 C O N
VE
N
TI
O N
AL
F .S
161' - 8"
19' - 2"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"21' - 4 1/2"
B2.B B2.C B2.D B2.EB2.A/B1.F B2.F B2.G B2.H B2.I
B3.A
B1 M
ET
AB
O
LI
C C H
AM
BE
R S
B2
AA
N
B2
AA
N
B3 C O N
VE
N
TI
O N
AL
F .S
/2
161' - 8"
19' - 2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 21' - 4 1/2"
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
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A M
A-201-B2
N O R
TH
A N D S O U
TH
E
LE
VA
TI
O N S
- A
R
EA
B
AD
VA
N C
ED
A N
IM
AL
N U
TR
IT
IO
N
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M .B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
1/8" 1'-0"1
NORTH ELEVATION - AREA B2 -
ADVANCED ANIMAL NUTRITION
1/8" 1'-0"2
SOUTH ELEVATION - AREA B2 -
ADVANCED ANIMAL NUTRITION
GENERAL NOTES:
1. LEVEL 0' - 0" 865' - 4" (T.O. FLUSH FLUME)
R
TA
/0 8/
R ev is io n
/1 3/
LEVEL 2 B1 TO ROOF
44' - 0"
B1.1 B1.2
T.O. FOUNDATION
28' - 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
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B
Y:
SU
BM
IT
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D B
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SI
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C H
EC
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D B
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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
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A
M
A-202-B1
EA
ST
A N
D W
ES
T
EL
EV
AT
IO
N S
- A R
EA
B
M
ET
AB
O
LI
C
C H
AM
BE
R S
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A, D
IS
TR
IC
T
H D
R
AR
LI
N
G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
1/4" = 1'-0"E5 WEST ELEVATION - AREA B1
KEYNOTES:
GENERAL NOTES:
1 3/0X7/0 PERSONNEL DOOR
1. EAST ELEVATION NOT SHOWN SINCE THERE IS A
CONTINUATION OF THE BUILDING INTO B2
2 SECTIONAL DOOR
3 BOLLARD
2. LEVEL 0' - 0 = 865' - 4" (T.O. FLUSH FLUME)
R
TA
/0
8/
R ev is io n
/1
3/
17' - 2 1/4"
3'
0" 1'
6"
2'
6"
7'
0"
17' - 10 3/4"
3'
0" 1'
6"
2'
6"
7'
0"
1' - 6" 4' - 8" S1-D
2'
6" 1'
6"
3'
0"
7'
0" 7'
0"
3'
0" 1'
6"
2'
6"
17' - 5 3/4"
7'
0"
1'
6" 3'
0"
2'
6"
17' - 2 3/4"
3'
0"
5' - 4" 8' - 0" 3' - 10 3/4"
BS30BBS30B BSO
KNEE HOLE
3'
0"
2' - 6" 5' - 6" 6' - 0"
2'
6" 1'
6"
3'
0"
FILLER PANEL
7'
0"
3'
0"
5' - 6" 4' - 6" 3' - 0"
13' - 0"
CASEWORK GENERAL NOTE
1. REFER TO VOLUME 1, SHEET Q-001-A FOR
LABORATORY SYMBOLS AND GENERAL NOTES.
2. REFER TO VOLUME 1, SHEET Q-002-A AND Q-003-A
FOR WALL AND BASE CABINETS AND TABLE
NOMENCLATURE.
TC42C TC42C CYLINDER
RACK
2" 7' - 0"
7'
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
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A
M
A-203-B1
IN
TE
R
IO
R E
LE
VA
TI
O
N S
- A R
EA
B
- M
ET
AB
O
LI
C C
H
AM
BE
R
S
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A, D
IS
TR
IC
T
H D
R
AR
LI
N
G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
1/4" = 1'-0"E12
B1-103 - METABOLIC CHAMBERS
EQUIPMENT STORAGE - EAST ELEVATION
1/4" = 1'-0"L12
B1-103 METABOLIC CHAMBERS
EQUIPMENT STORAGE - SOUTH
ELEVATION
1/4" = 1'-0"B12 B1-106 LAB SPACE -WEST ELEVATION
1/4" = 1'-0"H12 B1-106 LAB SPACE -SOUTH ELEVATION
1/4" = 1'-0"L6
B1-104 - METABOLIC CHAMBERS DATA
COLLECTION - WEST ELEVATION
1/4" = 1'-0"H6
B1-104 - METABOLIC CHAMBERS DATA
COLLECTION - ISLAND - EAST ELEVATION
1/4" = 1'-0"E6
B1-104 - METABOLIC CHAMBERS DATA
COLLECTION - ISLAND - NORTH
ELEVATION
1/4" = 1'-0"B6
B1-100 - COW/WORKER CIRCULATION
SPACE ELEVATION
BS24B BS30B BS30B BS30B BS30B BS30BBS0E
WC24A WC30A WC30A WC30A WC30A WC30A WC30A
WC30A WC30A WC30A WC30A WC30A WS30A WC12A
BS30B BS30B BS30B BS30B BS27BBS0E
WC30A WC30A WC30A WC30A
BS30B BS30B BS30B
WC30A WC30A WC30A WC30A
WC30AWC30ABS30FBS30BBS30B BS30F
WC12A
WC30A WC30A WC30AWS30A WC12A
BS30B BS30F BS30B BS0E BS30B BS30B
BS36B BS30B BS30B
BS12B
1/4" = 1'-0"L1
B1-104 - METABOLIC CHAMBERS DATA
COLLECTION - EAST ELEVATION
R
TA
/0
8/
R ev is io n
/1
3/
LEVEL 2 B1 TO ROOF
44' - 0"
LEVEL 3 B1 TO FOOTING
21' - 10"
B1.1B1.2
METAL ROOF
6" INSULATION
2" INSULATION
METAL LINER
2'0" METAL ROOF
OVERHANG
W/TRIM & SOFFIT
METAL ROOF CAP
PRE-ENGINEERED METAL
ROOF & WALL SKINS ON
PRE-ENGINEERED METAL
FRAME
2" / 1'-0"
T.O. FOUNDATION
28' - 0"
53' - 0"
METABOLIC CHAMBERS WALLS AND
CEILING PER MANUFACTURER
FLUSH
FLUME
GRATE
METAL SKIN EXTERIOR WITH
4" INSULATION
3-5/8" STEEL STUD 16" O.C.
4" INSULATION
1/2" FRP INTERIOR
(APPLIES TO EXTERIOR
WALLS FOR ROOMS ON
SOUTH SIDE OF BLDG)
AAN EQUIPMENT STORAGE
3-5/8" STEEL STUDS @16"
O.C. WITH 1/2" FRP
FACED PLYWOOD BOTH
SIDES.
SEE DETAIL 1/A-310-B1
CHAMBER
FEED DOOR
CHAMBER COW
ENTRANCE DOOR
TIE STALL
STALL PAD
WITH
MATRESS
WINDOW
3'
0"
SLOPE DOWN[No Slope]
18' - 7 1/4" 5' - 7" 2' - 6" 4' - 9 1/4" 6' - 1" 6" 15' - 2 1/2"
A-310-B1 J13
A-310-B1 E13
4' - 0 1/4"
1/4" / 1'-0" [No Slope]
SLOPE DOWN
EA
VE
H
EI
G H
T
6'
2"
8' -2
" M
IN
C H
AM
BE
R H
EI
G
H T
METABOLIC CHAMBERS EQUIPMENT AREA ABOVE
EACH CHAMBER PER SELECTED MANUFACTURER
(IN
C
LU
D
ES
H
VA
C
E Q
U
IP
M
EN
T)
" M
AX
O
VE
R
AL
L
H
EI
G H
T
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
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SI
ZE
C H
EC
KE
D B
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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
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U
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A_ D
FR
C
_2
2/
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-B 1.
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5/
/2
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A
M
A-301-B1
BU
IL
D
IN
G C
R O
SS
S
EC
TI
O N
S
- A
R
EA
B
M
ET
AB
O
LI
C C
H
AM
BE
R
S
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A, D
IS
TR
IC
T
H D
R
AR
LI
N
G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
1/4" = 1'-0"D6
BUILDING CROSS SECTION - AREA B1 -
METABOLIC CHAMBERS
KEYNOTES:
1 FLUSH FLUME
GENERAL NOTES:
1. LEVEL 0' - 0" = 865' - 4" (T.O. FLUSH FLUME)
R
TA
/0
8/
AD
D
EN
D
U M
/1
1/
R ev is io n
/1
3/
6" UNFACED BLANKET INSULATION
24 GA, METAL ROOF
8" PURLINS
24 GA, METAL LINER
2" FIBERGLASS INSULATION
WITH VINYL SCRIM FACE
24 GA, RIBBED METAL SKIN
24 GA, RIBBED WALL LINER PANEL
4" SCRIM FACED FIBER REINFORCED INSULATION
8" "ZEE" GIRTS
1/2" FRP FACED PLYWOOD
3 - 5/8" STEEL STUDS @ 16" O.C.
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
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SI
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C H
EC
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D B
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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
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Au to de sk
D oc s:
//1
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A_ D
FR
C
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A
M
A-310-B1
SE
C
TI
O
N D
ET
AI
LS
AR
EA
B
- M
ET
AB
O
LI
C
C H
AM
BE
R S
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
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
1" = 1'-0"J13 A-ROOF SECTION - B1
1" = 1'-0"E13
A-EXTERIOR WALL SECTION (TYPICAL) -
B1
3" = 1'-0"1 A-INTERIOR WALL SECTION (TYPICAL) - B1
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D6
A-301-B1
4'
1/
4" 6"
6'
1" 4'
3/ 4"
W
IN
D O
W
7'
3/
4"
W
IN
D O
W
7'
/2
5' - 1" 10' - 5" 10' - 5" 10' - 5" 5' - 1"
4' - 9" 4' - 9" 4' - 9" 4' - 9"
LW-1 LW-1 LW-1 LW-1 1111
METABOLIC
CHAMBER
B1 - 107A
METABOLIC
CHAMBER
B1 - 107D
METABOLIC
CHAMBER
B1 - 107C
METABOLIC
CHAMBER
B1 - 107B
COW/WORKER
CIRCULATION
SPACE
B1 - 101
COW/WORKER
CIRCULATION
SPACE
B1 - 101
5' x 4' WINDOWS
PER MANUFACTURER
(OUT TO OUT OF CHAMBER WALLS)
41' - 11"
10' - 6 1/2" 10' - 5" 10' - 5" 10' - 6 1/2"
2' - 10" 4' - 9" 2' - 10"
5' x 4' WINDOWS
PER MANUFACTURER
5' x 4' WINDOWS
PER MANUFACTURER
5' x 4' WINDOWS
PER MANUFACTURER
FLUSH FLUME FLUSH FLUME
US Army Corps of Engineers ®
SHEET ID
U S
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A-401-B1
EN
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F2
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W
F2
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NORTH
KEY PLAN
B1
1/4" = 1'-0"E8
METABOLIC CHAMBERS ENLARGED
FLOOR PLAN
KEYNOTES:
GENERAL NOTES:
1. FINAL METABOLIC CHAMBERS DIMENSIONS TO
COORDINATE WITH MANUFACTURER
KEYNOTES:
1 COORDINATE TIE STALLS WITH Q DRAWINGS
AND METABOLIC CHAMBERS MANUFACTURER
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BUILDING GIRT
(4) #12 SDS
IN EACH LEG
NUT AND WASHER
ROD END 5/8" X 10"
(4) #12 SDS
[(2) IN WEB,
(1) IN EA FLAGE]
1"
TELESCOPING CEE
NUT AND WASHER
MOUNTING CLIP
[TOP & BOTTOM]
(4) #12 SDS IN EA LEG
PVC SPACER
(TOP AND BOTTOM)
(AS NEEDED)
5/8" NUT AND
FLAT WASHER
OR DECORATIVE PLATE
CANOPY BRACE
ADJUSTMENT
(DOUBLE NUT)
5/8" X 3 1/2"
ROD END
NUT AND WASHER
7/
8"
(CANOPY PROJECTION)
GUTTER ON ALL (4)
SIDES OF CANOPY
WATER FLOW DIRECTION
(STANDING REAR SCUPPER DRAINS SHOWN)
SCUPPERS ARE 1/2" X 2" & LOCATED
3" FROM EACH END OF CANOPY
BU
IL
D
IN
G G
IR
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'-0 " O
.C
M
AX
1'
8" (M
IN
US Army Corps of Engineers ®
SHEET ID
U S
AR
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A-501-B1
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F2
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1" = 1'-0"1 CANOPY INSTALLATION DETAIL
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SEE SCHEDULE
SE
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SC
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SE
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SC
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SEE SCHEDULE
SEE SCHEDULE
SE
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SC
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U
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SEE SCHEDULE
SEE SCHEDULE
SE
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SC
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U
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A B Y Z
AA
3'
0" 6"
6" 6"
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
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
US Army Corps of Engineers ®
SHEET ID
U S
AR
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O R
PS
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A-601-B1
D O
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W
F2
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W
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3/8" = 1'-0"B8 A-DOOR FRAMING ELEVATIONS
3" = 1'-0"1 WINDOW DETAIL
3" = 1'-0"2 WINDOW HEAD DETAIL
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B1.8 B1-100 -- -- B HM PAINTED 1 3/4" 3'-0" 7'-0" AA HM PAINTED 6" 1/A-602-B1 1/A-602-B1 3/A-602-B1 1/4" GLASS N/A N/A N/A N/A N/A RHR HW-104 B1.7 B1-105 -- -- A IHM PAINTED 1 3/4" 3'-0" 7'-0" AA HM PAINTED 6" 1/A-602-B1 1/A-602-B1 3/A-602-B1 - N/A N/A N/A N/A N/A RHR HW-108 B1.6 B1-106 90 MIN -- B HM PAINTED 1 3/4" 3'-0" 7'-0" AA HM PAINTED 6" 2/A-602-B1 2/A-602-B1 - 1/4" GLASS N/A N/A N/A N/A N/A LHR HW-200A B1.5 B1-108 90 MIN -- B HM PAINTED 1 3/4" 3'-0" 7'-0" AA HM PAINTED 6" 2/A-602-B1 2/A-602-B1 - 1/4" GLASS N/A N/A N/A N/A N/A LHR HW-200A B1.4 B1-105 90 MIN -- B HM PAINTED 1 3/4" 6'-0" 7'-0" AA HM PAINTED 6" 2/A-602-B1 2/A-602-B1 - 1/4" GLASS N/A N/A N/A N/A N/A LHR/RHR HW-211 B1.3 B1-104 90 MIN -- B HM PAINTED 1 3/4" 3'-0" 7'-0" AA HM PAINTED 6" 2/A-602-B1 2/A-602-B1 - 1/4" GLASS N/A N/A N/A N/A N/A LHR HW-200 B1.2 B1-103 90 MIN -- B HM PAINTED 1 3/4" 6'-0" 7'-0" AA HM PAINTED 6" 2/A-602-B1 2/A-602-B1 - 1/4" GLASS N/A N/A N/A N/A N/A LHR/RHR HW-211 B1.1 B1-101 -- -- A IHM PAINTED 1 3/4" 3'-0" 7'-0" AA HM PAINTED 6" 1/A-602-B1 1/A-602-B1 3/A-602-B1 - N/A N/A N/A N/A N/A LHR HW-108
DOOR ROOM DOOR FRAME TYPE MAT FIN THICKNESS WIDTH HEIGHT ELEV MAT FIN DEPTH HEAD JAMB SILL A-PHONE BARRIER-
FREE
CARD
READER
ELEC. LOCK
HDWR.
MAG
HOLD
NUMBER FIRE RATING DOOR SIZE FRAME DETAILS
GLASS
ACCESS CONTROLS
DOOR
SWING HDWR. SET REMARKS
PERSONNEL DOOR SCHEDULE-B1
2.) ALL DOORS TO HAVE INTERIOR, UNKEYED LATCH
OF DOOR
ARE AS VIEWED FROM INTERIOR/TRACK SIDE
1.) OPERATOR MOUNTING AND HANDLE POSITION
NOTES:
B1.104 ROLL UP 10'-0" 10'-0" 2" Y YES N/A INTERIOR RIGHT N/A MOTOR 3/4 208 RIGHT PUSH BUTTON B1.103 ROLL UP 6'-0" 10'-0" 2" Y YES N/A INTERIOR LEFT N/A MOTOR 3/4 208 LEFT PUSH BUTTON B1.102 ROLL UP 6'-0" 10'-0" 2" Y YES N/A INTERIOR RIGHT N/A MOTOR 3/4 208 RIGHT PUSH BUTTON
WIDTH HEIGHT THICK TYPE INSUL GLAZ. SIDE POSITION LOCKSET TYPE HP VOLTAGE MOUNTING CONTROL
DOOR
# TRACK
DOOR HANDLE OPERATOR
COMMENTS
OVERHEAD DOOR SCHEDULE-B1
19 5'-0" 4'-0" 7'-0" DOUBLE INSULATION 6/B-A 502 7/B-A 502 FIXED PANE
WINDOW NO. WIDTH HEIGHT HEAD HEIGHT GLAZING DETAILS COMMENTS
WINDOW SCHEDULE-B1
METAL TRIM
INSULATED METAL FRAME
CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
PRE - ENGINEERED METAL BUILDING DOOR HEADER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL
STUDS
FRP PLYWOOD OR INTERIOR METAL LINER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL
STUDS
FRP PLYWOOD OR INTERIOR METAL LINER
CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
INSULATED METAL FRAME
METAL J TRIM
PRE-ENGINEERED METAL
BUILDING SECONDARY
STEEL JAMB
HEAD
JAMB
PRE-ENGINEERED METAL
BUILDING SECONDARY
STEEL JAMB
HEAD
JAMB
SECTIONAL DOOR
OPERATOR AND/OR
TRACK MOUNTING
DOORS
TYP. FOR ALL
SECTIONAL
DOORS
METAL DOOR TRIM
METAL TRIM
INSULATED METAL FRAME CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
PRE - ENGINEERED METAL BUILDING DOOR HEADER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL STUDS
FRP, PLYWOOD OR INTERIOR METAL LINER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL STUDS
FRP PLYWOOD OR INTERIOR METAL LINER
CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
INSULATED METAL FRAME
METAL J TRIM
PRE-ENGINEERED METAL
BUILDING SECONDARY
STEEL JAMB
HEAD
JAMB
EXTERIOR
DOORS
TYP. FOR ALL
WALK DOORSSEE PLANS FOR WALL
THICKNESS
WEATHER SEAL
ALUMINUM THRESHOLD
THERMAL BREAKTOP OF CONCRETE
SLAB
US Army Corps of Engineers ®
SHEET ID
U S
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N N
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Pl ot D at e:
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W
F2
1C
1 1/2" = 1'-0"1
INSULATED EXTERIOR DOOR FRAME
DETAIL 1 1/2" = 1'-0"4 TYPICAL SECTIONAL DOOR FRAME DETAIL
1 1/2" = 1'-0"2
UNINSULATED EXTERIOR DOOR FRAME
DETAIL
1 1/2" = 1'-0"3 WALK DOOR SILL DETAIL
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B10.3
A.
B1.
B2.
B3.1.
B3.2.
B4.
B5.
B6.
B7.
B8.
B9.
B10.1.
B10.2.
B10.3.
B11.1.
B11.2.
B13.
B14.
B15.
C1.
C2.
C3.
C4.
E1.
E2.
LAB & ADMIN
METABOLIC CHAMBERS
ADVANCED ANIMAL NUTRITION
CONVENTIONAL FREESTALL
DRY COWS
MILKING PARLOR
SPECIAL NEEDS & MATERNITY
ROBOTIC FREESTALL
CALF BARN
AGRONOMY BUILDING
FEED MIXING
BAG STORAGE (OPEN)
BUNKER STORAGE (OPEN)
HAY STORAGE (GRAVEL PAD)
SHOP
MACHINE STORAGE & PESTICIDE
MILK HOUSE
FUEL STORAGE
COMMODITY
LIQUID WASTE STORAGE FACILITY CELL
SOLID STACK BUILDING
SOLIDS/SAND SEPARATION FACILITY
LEACHATE COLLECTION
SMALL EQUIPMENT BLDG (EXISTING, NIC)
CONSERVATION CLUB (EXISTING, NIC)
2. STRUCTURES
3. SIGN LOCATION LEGEND
LEGEND
SIGN LOCATION NUMBER
SIGN
LOCATION
LOZENGE
SIGN TYPE
SIDE FACE ‘A’
SIGNAGE
SIGN FACE ‘B’
A D
D E
N D
U M
/1 3/
003: EXT4
053: EXT2
001: EXT1
007: EXT4
011: EXT4
031: EXT4
009: EXT4
013: EXT4
019: EXT4
023: EXT4
021: EXT1
025: EXT4
027: EXT4
045: EXT1
041: EXT2
039: BL1
033: EXT4
043: EXT3
047: EXT3
049: EXT3
B
A BA B
A B
A B
A
A
B
B
014: EXT4
008 EXT4
028: EXT4
036: EXT4
037: EXT4
035: EXT4
026: EXT4
A
A B
012: EXT4
SIGNAGE DESIGN NOTES
1. DO NOT SCALE DRAWINGS
2. ORIGINAL ADOBE ILLUSTRATOR ARTWORK SHALL BE PROVIDED TO MANUFACTURERS.
3. MESSAGE TEXT FOR ALL SIGN TYPES SHALL BE COORDINATED WITH THE OWNER PRIOR TO FABRICATION.
4. MESSAGE SCHEDULE (APPENDIX 10 14 00.10a), LOCATION PLANS (AG SERIES), SPECIFICATIONS (SECTION 10 14 00.10) AND DRAWING SHEETS (AG SERIES) SHALL BE COORDINATED FOR COMPLETE INFORMATION.
5. MESSAGE SCHEDULE (APPENDIX 10 14 00.10a), LOCATION PLANS (AG SERIES), SPECIFICATIONS (SECTION 10 14 00.10) AND DRAWING SHEETS (AG SERIES) SHALL BE CONFIRMED TO AS-BUILT CONDITIONS PRIOR TO PRODUCTION.
6. ALL SPECIFIED MATERIALS AND METHODS SHALL BE REVIEWED FOR CONFORMANCE WITH ADA GUIDELINES. NOTIFY ARCHITECT OF ANY ITEMS THAT DO NOT COMPLY PRIOR TO FABRICATION.
7. ELEVATIONS PROVIDED FOR ALL BUILDING SIGNAGE. SEE AG-601 THRU AG-605.
015: EXT1
A B
032: EXT4
024: EXT4
059: EXT4
055: EXT4
057: EXT4
015: EXT1
A B
1. BID OPTION 4
SIGNAGE PLAN GENERAL NOTES
1. DO NOT SCALE DRAWINGS.
2. MESSAGE TEXT FOR ALL SIGN TYPES SHALL BE
COORDINATED WITH THE CLIENT PRIOR TO FABRICATION.
3. MESSAGE SCHEDULE (APPENDIX 10 14 00.20a), LOCATION
PLANS (SERIES AG), AND DRAWING SHEETS (SERIES AG) TO
BE COORDINATED FOR COMPLETE INFORMATION.
4. MESSAGE SCHEDULE (APPENDIX 10 14 00.20a), LOCATION
PLANS (SERIES AG), AND DRAWING SHEETS (SERIES AG) TO
BE CONFIRMED TO AS-BUILT CONDITIONS PRIOR TO
PRODUCTION.
5. REFER TO SPECIFICATIONS FOR COMPLETE MESSAGE
SCHEDULE (APPENDIX 10 14 00.20a).
SIGNAGE PLAN LEGEND
WAYFINDING SIGN#### - XXXX
ROOM/REGULATORY SIGN#### - XXXX
LIFE SAFETY SIGN#### - XXXX
WORK STATION ID #### - XXXX
B1-101.6 - ST12B1-101.5 - ST12 B1-101.6 - ST12
B1-106.2 - RGM
B1-101.2 - RID
B1-101.3 - IPM
B1-103 - RID B1-104 - RID
B1-107A - RID B1-107C - RID
B1-107B - RID B1-107D - RID
B1-105.1 - RID
B1-105.2 - ST8
B1-105.3 - IPM
B1-106.1 - RID
B1-108 - RID
B1-100-ST8
B1-102-ST8B1-107A.1 - RID B1-107B.1 - RID B1-107D.1 - RID
B1-107C.1 - RID
B1-101.1 - FEC
B1-106.3 - FEC
B1-101.4 - FEC
B1-101.7 - FEC
A38.1 - DOM
A38.2 - DOM
M E
TA
B
O
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A D
D E
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/1 3/
CHAMBERS
METABOLIC
METABOLIC
CHAMBER
METABOLIC
METABOLIC
CHAMBER
B1 - 107A
METABOLIC
CHAMBER
B1 - 107B
METABOLIC
CHAMBER
B1 - 107C
METABOLIC
CHAMBER
B1 - 107D
Conventional Freestall
2'-5"
2'-4"
Advanced Animal
Nutrition
2'-4"Metabolic Chambers
2'-5"
2'-4"
Metabolic Chambers
2'-5"
2'-4"
Conventional Freestall
2'-5"
Conventional Freestall
2'-5"
2'-4"
SIGN TYPE: EXT 4
SIGN TYPE: EXT 4
SIGN TYPE: EXT 4
SIGN TYPE: EXT 4
SIGN TYPE: EXT 4
SIGN TYPE: EXT 4
ALIGN
2'- 4"
ALIGN ALIGN
ALIGN
ALIGN
ALIGN
2"
2" 2'-5"2"
SIGNAGE DESIGN NOTES
1. DO NOT SCALE DRAWINGS
2. ORIGINAL ADOBE ILLUSTRATOR ARTWORK SHALL BE PROVIDED TO MANUFACTURERS.
3. MESSAGE TEXT FOR ALL SIGN TYPES SHALL BE COORDINATED WITH THE OWNER PRIOR TO FABRICATION.
4. MESSAGE SCHEDULE (APPENDIX 10 14 00.10a), LOCATION PLANS (AG SERIES), SPECIFICATIONS (SECTION 10 14 00.10) AND DRAWING SHEETS (AG SERIES) SHALL BE COORDINATED FOR COMPLETE INFORMATION.
5. MESSAGE SCHEDULE (APPENDIX 10 14 00.10a), LOCATION PLANS (AG SERIES), SPECIFICATIONS (SECTION 10 14 00.10) AND DRAWING SHEETS (AG SERIES) SHALL BE CONFIRMED TO AS-BUILT CONDITIONS PRIOR TO PRODUCTION.
6. ALL SPECIFIED MATERIALS AND METHODS SHALL BE REVIEWED FOR CONFORMANCE WITH ADA GUIDELINES. NOTIFY ARCHITECT OF ANY ITEMS THAT DO NOT COMPLY PRIOR TO FABRICATION.
7. ELEVATIONS PROVIDED FOR ALL BUILDING SIGNAGE. SEE AG-601 THRU AG-605.
A D
D E
N D
U M
/1 3/
CHAMBERS
METABOLIC
CHAMBERS
METABOLIC
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
CP2
CP3
A-1 A-2
A-3
A-4
B1-1 B2-1
B2-2
B2-3
B3.1 -1
B3.1 -2
B3.1 -3
B3.1 -4
B3.1 -5
B3.1-6
B3.2 -1
B3.2 -2
B4-1
B4-2
B4-3
B6-1 B6-2
B6-4 B6-5
B6-6
B7-1
B7-2
B8-1 B8-2
B8-3 B8-4
B9-1
B9-2
B10 .1-
B10 .1-
B10 .2-
B10 .2-
B10 .3-
B10 .3-
B10 .3-
B11.1-1
B11 .2-
B15 -1
BAB-1
BAB-2
BAB-3
BAB-4
BB-1
BB-2
BB-3
BB-4
BB-5
BB-6
BB-7
BB-8
BB-9
BB-10
C1-1 C1-2 C1-3
C1-5
C2-1 C2-2
C3-1
C3-2 C3-3
C3-4
PB-1
PB-2
PB-3
PB-4
PB-5
PB-6
PB-7
PB-8
PB-9
PB-10
PB-11
PB-12
PB-13
PB-14
PB-15
PB-16
PB-17B4-4
B6-3
B8.1 -1
B8.1-2
B8.1-3 B8.1-4
C2.1-1
C1-6
700 701
704 705
706707
708 709
711 712
713714
720721
723 724
727 728
731 732
737 738
742743
745746
748 749
750 751
S
MH
MH
MH MH
MH
MH
MH
MHMH MH
MH MH
MH
MH
MH
B8
C3
C2 B10
B15
B9 B14
B11
B7
B5B4
B6
B13
B3B2B1
A
E1
B1
A
B2 B3
B4 B5
B6
C2
C3
B10
B9
B15
B11
B7
B13
E2
C1-2 C1-1
B14
C4
POINT TABLE
No.
DESCRIPTIONS
B8.1-1
B8.1-2
B8.1-3
B8.1-4
C2.1-1
A-1
A-2
B1-1
B2-1
B3.1-1
B3.1-2
B4-2
B4-1
B4-4
B6-3
B6-2
ELEVATION
866.11
866.12
865.81
865.25
867.77
864.90
862.30
864.60
863.10
860.80
860.80
858.20
860.10
859.00
861.30
858.70
POINT TABLE
No.
DESCRIPTIONS
B6-1
B6-6
C2-2
C2-1
C3-3
C3-2
C1-3
C1-2
C1-1
C1-6
B10.1-1
B10.1-2
B10.3-1
B10.3-2
B15-1
B7-2
ELEVATION
862.60
861.50
862.60
855.50
867.50
867.20
865.20
863.50
864.70
862.77
865.00
867.60
871.00
871.10
867.00
863.70
POINT TABLE
No.
DESCRIPTIONS
B11.2-1
B11.1-1
B8-3
B8-4
B8-2
BB-1
BB-2
BB-3
BB-4
BB-5
BB-6
BB-7
BB-8
BB-9
BB-10
PB-1
ELEVATION
867.90
867.80
865.10
864.50
864.80
863.40
859.90
855.90
846.50
862.70
863.80
861.70
861.70
865.80
862.60
866.80
POINT TABLE
No.
DESCRIPTIONS
PB-2
PB-3
PB-4
PB-5
PB-6
PB-7
PB-8
PB-9
PB-10
PB-11
PB-12
PB-13
PB-14
PB-15
PB-16
PB-17
ELEVATION
867.10
866.50
867.28
866.70
865.70
865.20
862.80
860.80
865.30
866.10
865.00
866.20
863.60
865.30
858.20
865.70
POINT TABLE
No.
DESCRIPTIONS
BAB-1
BAB-2
BAB-3
BAB-4
B2-2
B2-3
B3.1-3
B3.1-4
B3.1-5
B3.1-6
B3.2-1
B3.2-2
B4-3
B7-1
C1-5
B6-4
ELEVATION
869.80
868.80
871.00
870.50
862.15
861.00
860.45
860.12
860.17
858.73
859.66
857.60
858.50
862.50
851.83
862.97
POINT TABLE
No.
DESCRIPTIONS
B6-5
B8-1
B9-1
B9-2
B10.2-1
B10.2-2
B10.3-3
C3-1
C3-4
A-3
A-4
ELEVATION
866.07
865.20
862.70
861.16
867.88
868.41
870.60
860.84
863.40
862.21
862.99
LEGEND
SYMBOL DESCRIPTION
SOIL BORINGS
100' 200'0
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
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A
D
IS
TR
IC
T
M
AU
R
ER
-S
TU
TZ
, I
N C
T.
F
EL
D
M
AN
N
D . F
EU
C
H T
T.
F
EL
D
M
AN
N
A.
O
R
EB
AU
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/0
8/
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F2
0C
W
F2
1C
N
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D
AI
R Y
FO
R
AG
E
R
ES
EA
R
C H
C
EN
TE
R
R
TA
/0
8/
5/
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3:
:1
PM
S:
\2
\2
1\
.0
H D
R -U
SA
C
E- U
SD
A
AR
S
D
FR
C \D ra w in gs
Ag
\B id di ng
R
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D ra w in gs \B
-1
S O
IL
B
O R
IN
G
S.
dw g
N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
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IA
, I L
9-
3-
AD
D
EN
D
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/0
2/
AD
D
EN
D
U M
- I N
Q U
IR
Y
/1
1/
AD
D
EN
D
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/1
1/
AD
D
EN
D
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/1
3/
SO
IL
B O
R
IN
G S
B-100
EXISTING FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
E1 SMALL EQUIPMENT BUILDING
E2 CONSERVATION CLUB BUILDING
PROPOSED FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
A VISITOR'S CENTER, ADMIN & LAB
B1 METABOLIC CHAMBERS
B2 ADVANCED ANIMAL NUTRITION
B3 CONVENTIONAL FREESTALL
B4 MILKING PARLOR
B5 SPECIAL NEEDS & MATERNITY
B6 ROBOTIC FREESTALL
B7 CALF BARN
B8 AGRONOMY BUILDING
B9 FEED MIXING
B10 FEED STORAGE
B11 SHOP, PESTICIDE, AND MACHINE
STORAGE
B13 MILK HOUSE
B14 FUEL STORAGE
B15 COMMODITY STORAGE
C1-1 LIQUID WASTE STORAGE FACILITY
CELL 1
C1-2 LIQUID WASTE STORAGE FACILITY
CELL 2
C2 SOLID STACK BUILDING
C3 SOLIDS/SAND SEPARATION FACILITY
C4 LEACHATE RUNOFF COLLECTION
PLAN
NORTH
NOTES:
1. FOR BORING PROFILES, SEE SHEETS B-101 - B-112
2. BORING LOCATIONS WERE TAKEN FROM THE
GEOTECHNICAL EXPLORATION AND ANALYSES REPORT,
DATED 28 NOV. 2022, COMPLETED BY SOILS & ENGINEERING
SERVICES, INC. (SES PROJECT NUMBER: 13460)
B8
B1
A
B2 B3
B4 B5 E1
E2 B6
C1
C1
C2
C3
B10
B9
B15
B11
B7
B13
S
MH
MH
MH MH
MH
MH
MH
MH
MH MH
MH MH
MH
MH
MH
B10
WORKING LIMITS
B8
PROPOSED
STORMWATER
BASIN
C3
C2
B15
B9 B14
B11
B7
B5B4
B6
B13
B3B2B1
A
PROPOSED
STORMWATER
BASIN
PARKING
LOT
E1
A
B2 B3
B4 B5
B6
C2
C3
B10
B9
B15
B11
B7
B13
E2
C1-2
C1-1
B14
DUMPSTER
PAD
C4
DUMPSTER
PAD
B12.1
B12.2
OVEREXCAVATION LEGEND
SYMBOL ITEM
AREAS OF OVEREXCAVATION
100' 200'0
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
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A
D
IS
TR
IC
T
M
AU
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ER
-S
TU
TZ
, I
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T.
F
EL
D
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EU
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H T
T.
F
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D
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AN
N
A.
O
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EB
AU
G
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/0
8/
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F2
0C
W
F2
1C
N
EW
D
AI
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FO
R
AG
E
R
ES
EA
R
C H
C
EN
TE
R
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/0
8/
5/
/2
4:
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PM
S:
\2
\2
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.0
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SA
C
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SD
A
AR
S
D
FR
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Ag
\B id di ng
R
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D ra w in gs \B
-1
O
VE
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EX
C
AV
AT
IO
N P
LA
N
.d w g
N . D
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S
LA
N E, S U
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PE
O
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IA
, I L
9-
3-
AD
D
EN
D
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/0
2/
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D
EN
D
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- I N
Q U
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Y
/1
1/
AD
D
EN
D
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/1
1/
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D
EN
D
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/1
3/
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VE
R
EX
C
AV
AT
IO
N P
LA
N
B-113
EXISTING FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
E1 SMALL EQUIPMENT BUILDING
E2 CONSERVATION CLUB BUILDING
PROPOSED FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
A VISITOR'S CENTER, ADMIN & LAB
B1 METABOLIC CHAMBERS
B2 ADVANCED ANIMAL NUTRITION
B3 CONVENTIONAL FREESTALL
B4 MILKING PARLOR
B5 SPECIAL NEEDS & MATERNITY
B6 ROBOTIC FREESTALL
B7 CALF BARN
B8 AGRONOMY BUILDING
B9 FEED MIXING
B10 FEED STORAGE
B11 SHOP, PESTICIDE, AND MACHINE
STORAGE
B12.1 CONNECTOR
B12.2 CONNECTOR AND SORTING
B13 MILK HOUSE
B14 FUEL STORAGE
B15 COMMODITY STORAGE
C1-1 LIQUID WASTE STORAGE FACILITY
CELL 1
C1-2 LIQUID WASTE STORAGE FACILITY
CELL 2
C2 SOLID STACK BUILDING
C3 SOLIDS/SAND SEPARATION FACILITY
C4 LEACHATE RUNOFF COLLECTION
PLAN
NORTH
NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING FILL AND
SOILS CONTAINING ORGANIC MATERIAL WITHIN THE
LOCATIONS SHOWN ON THIS SHEET. EXISTING FILL
AND SOILS CONTAINING ORGANIC MATERIAL SHALL BE
REMOVED UNTIL THE UNDERLYING NATIVE SUBGRADE
IS EXPOSED AND VERIFIED BY THE CONTRACTOR'S
GEOTECHNICAL ENGINEER.
2. THE CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL
OBSERVE PROOFROLLING OF THE EXPOSED
SUBGRADE. PROOFROLLING CAN BE ACCOMPLISHED
USING A LOADED TANDEM-AXLE DUMP TRUCK WITH A
GROSS WEIGHT OF AT LEAST 25 TONS OR SIMILARLY
LOADED EQUIPMENT. AREAS THAT DISPLAY
EXCESSIVE DEFLECTION (PUMPING) OR RUTTING
DURING PROOFROLLING OPERATIONS SHOULD BE
IMPROVED BY SCARIFICATION AND COMPACTION OR
BY REMOVAL AND REPLACEMENT WITH APPROVED
COMPACTED FILL.
3. FILL FOR BACKFILLING THE IDENTIFIED AREAS ON THIS
SHEET SHALL CONSIST OF SANDS, GRAVEL, AND
BLENDED SANDY LEAN - CLAY SOILS AS NOTED ON
PLANS COMPACTED IN 8" LIFTS MAXIMUM TO AT LEAST
95% OF THE MAXIMUM DRY DENSITY AS DETERMINED
BY THE MODIFIED PROCTOR PER ASTM D1557.
4. THE HORIZONTAL LIMITS OF THE INITIAL SITE
PREPARATION EXCAVATIONS SHALL CONFORM TO
SAFETY REQUIREMENTS IN ACCORDANCE WITH
CONTRACT SPECIFICATIONS AND EM 385-1-1 BUT IN NO
CASE BE STEEPER THAN 1:1.
CP1
CP3
S
MH
MH
MH MH
MH
MH
MH
MH
MH MH
MH MH
MH
MH
MH
B8
C3
C2 B10
B15
B9 B14
B11
B7
B5B4
B6
B13
B3B2B1
A
E1
B1
A
B2 B3
B4 B5
B6
C3
B9
B15
B11
B7
E2
C1-2
C1-1
B14
C4
SURVEY CONTROL DATA (US
FT)
STATION
BM1
BM2
BM3
BM4
BM5
CP1
CP2
CP3
REBAR1
REBAR2
REBAR3
REBAR4
REBAR5
NORTHING
494,146.49
494,155.95
494,821.87
497,979.08
498,443.49
493,866.54
493,651.83
492,414.39
494,252.55
497,709.78
498,356.89
493,277.07
492,596.35
EASTING
2,032,198.43
2,031,628.68
2,030,726.36
2,030,851.12
2,030,797.66
2,032,633.36
2,034,988.74
2,034,545.32
2,031,134.34
2,030,868.99
2,030,624.09
2,036,566.29
2,036,665.82
ELEV
870.70
871.69
869.31
870.04
870.41
866.51
876.12
859.52
866.77
870.04
869.21
911.82
910.59
DESCRIPTION
BM 1 - CHISELED SQUARE
BM 2 - CHISELED SQUARE
BM 3 - 5/8" IRON PIN
BM 4 - 5/8" IRON PIN
BM 5 - 5/8" IRON PIN
SET FENO MONUMENT
SET FENO MONUMENT
SET FENO MONUMENT
SET 5/8 REBAR W/ CAP
SET 5/8 REBAR W/ CAP
SET 5/8 REBAR W/ CAP
SET 5/8 REBAR W/ CAP
SET 5/8 REBAR W/ CAP
LEGEND
SYMBOL DESCRIPTION
SURVEY CONTROL POINT
100' 200'0
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
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A
D
IS
TR
IC
T
M
AU
R
ER
-S
TU
TZ
, I
N C
T.
F
EL
D
M
AN
N
D . F
EU
C
H T
T.
F
EL
D
M
AN
N
A.
O
R
EB
AU
G
H
/0
8/
W
F2
0C
W
F2
1C
N
EW
D
AI
R Y
FO
R
AG
E
R
ES
EA
R
C H
C
EN
TE
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R
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/0
8/
5/
/2
4:
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PM
S:
\2
\2
1\
.0
H D
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SA
C
E- U
SD
A
AR
S
D
FR
C \D ra w in gs
Ag
\B id di ng
R
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D ra w in gs \C
-1
O N
SI
TE
S U
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VE
Y C
O N
TR
O
L.
dw g
N . D
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LA
N E, S U
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, I L
9-
3-
AD
D
EN
D
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2/
AD
D
EN
D
U M
- I N
Q U
IR
Y
/1
1/
AD
D
EN
D
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/1
1/
AD
D
EN
D
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/1
3/
O N
SI
TE
S U
R
VE
Y C
O N
TR
O
L
C-100
EXISTING FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
E1 SMALL EQUIPMENT BUILDING
E2 CONSERVATION CLUB BUILDING
PROPOSED FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
A VISITOR'S CENTER, ADMIN & LAB
B1 METABOLIC CHAMBERS
B2 ADVANCED ANIMAL NUTRITION
B3 CONVENTIONAL FREESTALL
B4 MILKING PARLOR
B5 SPECIAL NEEDS & MATERNITY
B6 ROBOTIC FREESTALL
B7 CALF BARN
B8 AGRONOMY BUILDING
B9 FEED MIXING
B10 FEED STORAGE
B11 SHOP, PESTICIDE, AND MACHINE
STORAGE
B13 MILK HOUSE
B14 FUEL STORAGE
B15 COMMODITY STORAGE
C1-1 LIQUID WASTE STORAGE FACILITY
CELL 1
C1-2 LIQUID WASTE STORAGE FACILITY
CELL 2
C2 SOLID STACK BUILDING
C3 SOLIDS/SAND SEPARATION FACILITY
C4 LEACHATE RUNOFF COLLECTION
SURVEY CONTROL DATA REFERENCE
1. SIGNED PLAT OF SURVEY BY DARREN E. FORGY, RLS#
S-2980 AND DATED AUGUST 24, 2021.
SURVEY CONTROL DATA NOTES
1. HORIZONTAL COORDINATES ARE REFERENCED TO THE
WISCONSIN STATE PLANE COORDINATE SYSTEM, SOUTH
ZONE, NAD 83. ALL DISTANCES ARE LISTED AS GRID.
2. ELEVATIONS ARE REFERENCED TO THE NAVD 88 DATUM.
PLAN
NORTH
CP3
WELL
MW
MW
MW
MW
MW
MW
MW
MW
MW
700 701
704 705
706707
708 709
711 712
713714
720721
723 724
727 728
731 732
737 738
742743
745746
748 749
750 751
S
FH
FH
MH
MH
MH MH
MH
MH
MH
MH
MH MH
MH MH
MH
MH
MH
B10
DO NOT
ENTER
SIGN
STOP SIGN
STOP SIGN
STOP SIGN STOP SIGN
16' GATE
16' GATE
16' GATE
WORKING LIMITS
DOUBLE GATE
24' TOTAL WIDTH
DOUBLE GATE
40' TOTAL WIDTH
DOUBLE GATE
40' TOTAL WIDTH
24'-0"
36'-0"
WELL
EXISTING BADGER
WELL 5, SEE NOTES
PROPOSED SECURITY
FENCE
DOUBLE GATE
24' TOTAL WIDTH
DOUBLE GATE
24' TOTAL WIDTH
DOUBLE GATE
24' TOTAL WIDTH
PROPOSED FIRE
PUMP HOUSE
PROPOSED
SCALE
SEE
NOTE
DUMPSTER
PAD
C4
STOP SIGN
B14
STOP SIGN
DOUBLE GATE,
48' TOTAL WIDTH
DUMPSTER
PAD
PROPOSED
STORMWATER
BASIN
C3
C2
B9
B7
B5B4
B6
B13
B3B2B1
A
PROPOSED
STORMWATER
BASIN
PARKING
LOT
E1
B1
A
B2 B3
B4 B5
B6
C3
B9
B7
B13
E2
C1-2
C1-1
B10
B12.1
B15
B12.2
B8
SITE FIRE
DEPARTMENT ACCESS
24'-0"
FIRE DEPARTMENT
CONNECTION
'-0
SITE FIRE
DEPARTMENT
ACCESS
SITE FIRE
DEPARTMENT
ACCESS
SITE FIRE
DEPARTMENT
ACCESS
FIRE
DEPARTMENT
CONNECTION
FIRE DEPARTMENT
CONNECTION
FIRE WATER
STORAGE TANK
SITE FIRE
DEPARTMENT
ACCESS
DOUBLE GATE
24' TOTAL WIDTH
C2
'-0
" DOUBLE GATE
32' TOTAL WIDTH
3'
6'
6'
B11
COORDINATES
No.
NORTHING
493,156.28
493,156.28
493,067.28
493,067.28
492,861.16
492,861.16
492,745.28
492,720.21
492,666.96
492,666.96
492,720.21
492,770.17
492,770.03
492,617.78
492,617.78
EASTING
2,032,958.45
2,033,018.45
2,033,018.45
2,032,958.45
2,033,716.55
2,033,895.72
2,033,686.87
2,033,686.62
2,033,686.62
2,033,951.39
2,033,951.39
2,033,951.39
2,034,423.52
2,034,423.64
2,033,951.39
DESCRIPTION
B8 NW
B8 NE
B8 SE
B8 SW
A NW
A NE
A SW
B1 NW
B1 SW
B2 SE
B2 NE
B3 NW
B3 NE
B3 SE
B3 SW
COORDINATES
No.
NORTHING
492,919.03
492,864.78
492,869.78
492,931.03
493,013.78
493,150.03
493,150.03
493,013.78
493,375.88
493,375.79
493,268.46
493,268.38
493,240.31
493,240.31
493,184.65
EASTING
2,033,977.47
2,033,977.47
2,034,451.72
2,034,451.72
2,034,385.72
2,034,385.72
2,033,903.44
2,033,903.44
2,034,156.64
2,034,462.64
2,034,462.64
2,034,156.64
2,034,503.74
2,034,611.74
2,034,611.74
DESCRIPTION
B4 NW
B4 SW
B5 SE
B5 NE
B6 SE
B6 NE
B6 NW
B6 SW
C3 NW
C3 NE
C3 SE
C3 SW
C2 NW
C2 NE
C2 SE
COORDINATES
No.
NORTHING
493,184.65
493,310.00
493,310.00
493,010.00
493,010.00
492,939.98
492,939.98
493,050.50
493,050.50
493,010.00
492,977.25
492,977.25
492,693.02
492,693.02
492,786.08
EASTING
2,034,503.74
2,034,679.90
2,035,200.90
2,034,724.45
2,034,844.48
2,034,844.48
2,034,724.45
2,034,844.64
2,034,917.48
2,034,917.48
2,035,026.24
2,035,106.51
2,035,106.51
2,035,026.24
2,034,921.83
DESCRIPTION
C2 SW
B10 NW
B10 NE
B9 NW
B9 NE
B9 SE
B9 SW
B15 NW
B15 NE
B15 SE
B11 NW
B11 NE
B11 SE
B11 SW
B11 NE
COORDINATES
No.
NORTHING
492,729.08
492,740.58
492,774.58
493,557.46
493,555.06
493,478.06
493,477.05
493,231.12
493,234.47
EASTING
2,034,921.83
2,034,678.83
2,034,678.83
2,033,320.65
2,033,784.64
2,033,783.70
2,034,007.48
2,034,006.04
2,033,318.04
DESCRIPTION
B11 SE
B11 SW
B11 NW
C1 NW
C1
C1
C1 NE
C1 SE
C1 SW
SURVEY CONTROL DATA (US
FT)
STATION
CP2
CP3
NORTHING
493,651.83
492,414.39
EASTING
2,034,988.74
2,034,545.32
ELEV
876.12
859.52
DESCRIPTION
SET FENO MONUMENT
SET FENO MONUMENT
SITE LAYOUT LEGEND
SYMBOL ITEM
PROPOSED GRAVEL SURFACE
PROPOSED CONCRETE PAVEMENT
PROPOSED 3.5" HMA OR CONCRETE
SURFACE
PROPOSED 4" HMA OR CONCRETE
SURFACE
EXISTING BUILDINGS - STRUCTURES -
ROADS TO REMAIN
BID OPTION 2
BID OPTION 3
BID OPTION 4
BID OPTION 5
BID OPTION 6
BID OPTION 7
100' 200'0
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
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R
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D R
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B Y:
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B
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D B
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SI
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D B
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D
IS
SU
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AT
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C O
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TR
AC
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N O
SO
LI
C
IT
AT
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N N
O
N
3 5 7 9 11 13 15 17 19
L
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A
D
AT
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AR
K
D
ES
C R
IP
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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F
D
B
PR
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D U
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AC
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A
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S:
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PL
AN
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IT
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PE
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, I L
9-
3-
AD
D
EN
D
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/0
2/
AD
D
EN
D
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- I N
Q U
IR
Y
/1
1/
AD
D
EN
D
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/1
1/
AD
D
EN
D
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/1
3/
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TE
L
AY
O U
T
PL
AN
C-103
EXISTING FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
E1 SMALL EQUIPMENT BUILDING
E2 CONSERVATION CLUB BUILDING
PROPOSED FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
A VISITOR'S CENTER, ADMIN & LAB
B1 METABOLIC CHAMBERS
B2 ADVANCED ANIMAL NUTRITION
B3 CONVENTIONAL FREESTALL
B4 MILKING PARLOR
B5 SPECIAL NEEDS & MATERNITY
B6 ROBOTIC FREESTALL
B7 CALF BARN
B8 AGRONOMY BUILDING
B9 FEED MIXING
B10 FEED STORAGE
B11 SHOP, PESTICIDE, AND MACHINE
STORAGE
B12.1 CONNECTOR
B12.2 CONNECTOR AND SORTING
B13 MILK HOUSE
B14 FUEL STORAGE
B15 COMMODITY STORAGE
C1-1 LIQUID WASTE STORAGE FACILITY
CELL 1
C1-2 LIQUID WASTE STORAGE FACILITY
CELL 2
C2 SOLID STACK BUILDING
C3 SOLIDS/SAND SEPARATION FACILITY
C4 LEACHATE RUNOFF COLLECTION
PLAN
NORTH
NOTES:
1) FENCES SHALL BE 2' MIN. OFF OF DRIVEWAYS AND FEED STORAGE AREA
2) TEMPORARY AND PERMANENT FENCING SHALL MAINTAIN ACCESS TO BUILDINGS
E1, E2 AND BADGER WELL 5. LOCATE TEMPORARY GATES AS NEEDED.
3) FOLLOW PLANS AND SPECIFICATIONS FOR TEMPORARY AND PERMANENT
FENCING. COORDINATE LOCATIONS WITH USACE. DO NOT DISTURB TREES ON
PLAN EAST OF TEMPORARY FENCE DURING PLACEMENT OF FENCING.
PROVIDE
VEHICLE EGRESS
AROUND E1 & E2
5'
B8
E1
E2
B1
A
PROPOSED
STORMWATER
BASIN
M
AT
C H
LI
N
E C
5-
C
R40' R40'
R2 5'
R20'
R17'
'6 PARKING STALLS
(20' X 10')
R25'
R20
43'
R20'
R10'
15'
R25'
R3 5'
R31'
175'
226'
69'
70'20'
23'
464'
430'
PARKING LOT
SEE SHEET
C-109
90'
0'
R25'
R5'
24'
15'
0'
51'
R10.00'
478'
507'
C1-2
WORKING LIMITS R25'
25'
R20'
66'
R25'
7'
STOP SIGN
STOP SIGN
DO NOT ENTER
SIGN
STOP SIGN
STOP
SIGN
STOP SIGN
6' X 6' SIDE WALK STOOP
BY MAN DOOR, TYP.
20'
13'
24'
12' x 9' AIR HANDLING
UNIT SLAB
3'
- T
O E
D G
E O
F R
O
AD
14'
85'
40' 80'0
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
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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
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A
D
IS
TR
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T
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AU
R
ER
-S
TU
TZ
, I
N C
T.
F
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D
M
AN
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D . F
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C
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T.
F
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D
M
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A.
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AU
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/0
8/
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F2
0C
W
F2
1C
N
EW
D
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FO
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E
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R
C H
C
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/0
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5/
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4:
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PM
S:
\2
\2
1\
.0
H D
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SA
C
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SD
A
AR
S
D
FR
C \D ra w in gs
Ag
\B id di ng
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D ra w in gs \C
-1
S
IT
E R
O
AD
P
LA
N
SH
EE
T 1.
dw g
N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
AD
D
EN
D
U M
/0
2/
AD
D
EN
D
U M
- I N
Q U
IR
Y
/1
1/
AD
D
EN
D
U M
/1
1/
AD
D
EN
D
U M
/1
3/
SI
TE
R O
AD
P
LA
N
S H
EE
T
C-105
EXISTING FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
E1 SMALL EQUIPMENT BUILDING
E2 CONSERVATION CLUB BUILDING
PROPOSED FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
A VISITOR'S CENTER, ADMIN & LAB
B1 METABOLIC CHAMBERS
B2 ADVANCED ANIMAL NUTRITION
B3 CONVENTIONAL FREESTALL
B4 MILKING PARLOR
B5 SPECIAL NEEDS & MATERNITY
B6 ROBOTIC FREESTALL
B7 CALF BARN
B8 AGRONOMY BUILDING
B9 FEED MIXING
B10 FEED STORAGE
B11 SHOP, PESTICIDE, AND MACHINE
STORAGE
B12.1 CONNECTOR
B12.2 CONNECTOR AND SORTING
B13 MILK HOUSE
B14 FUEL STORAGE
B15 COMMODITY STORAGE
C1-1 LIQUID WASTE STORAGE FACILITY
CELL 1
C1-2 LIQUID WASTE STORAGE FACILITY
CELL 2
C2 SOLID STACK BUILDING
C3 SOLIDS/SAND SEPARATION FACILITY
C4 LEACHATE RUNOFF COLLECTION
PLAN
NORTH
SITE LAYOUT LEGEND
SYMBOL ITEM
PROPOSED GRAVEL SURFACE
PROPOSED CONCRETE PAVEMENT
PROPOSED 3.5" HMA OR CONCRETE
SURFACE
PROPOSED 4" HMA OR CONCRETE
SURFACE
EXISTING BUILDINGS - STRUCTURES -
ROADS TO REMAIN
NOTES:
1) ONLY HANDICAP SPACES SHALL BE
STRIPED. OTHER SPACES SHOWN ON
PLAN TO SHOW NUMBER PROVIDED.
KEY MAP
1" = 600'
20'
C1 - 2 C1-1
C3
C2
B5
B4
B6
B13
B3 B2B1
A
M
AT
C H
LI
N
E C
5-
C
M
AT
C H
LI
N
E C
6-
C
R10 'R10'
12'
20'
40'
20' 35'
6'
54' 131'
19'
17'
7'
61'
5'
7'
99'
' 199'
42'
44'
111'
133'
R1 0'
69'
R10'
R10'
R10'
40' 41' 29' R25'
472'
' 12'
387'
R20'
24'
R15'
R20
R21
20'
68'
207'
97'
R1 8'
R11 'R5
210'
9'80
88'
R5'
191'
25'
341'
12'
52'
12'
45'
90' R10'
R10'
22' 112'
206'
257'
231' 20' 153'
34'
R20'
R20'
R20'
R26'
R20'
R20
R10' R10
2' AGG.
SHOULDER
(TYP.)
R50' R33'
26' 46
52'
62'
R5' R25'
32'
20'
CONCRETE
DUMPSTER PAD
50'
21'
14'
20'
94'
8'
R20'
R10'
12'
C4
B10
47'
B7
20'
R9'
38'
6' X 6' SIDE WALK STOOP
BY MAN DOOR, TYP.
B12.1
B12.2
12' X 9' AIR HANDLING UNIT
CONCRETE SLAB
20'
20'
38'
R25'
R10' 37'
R12'
R15'
R22' R15'
46'
189'
32'
7'
0'
0'
8'
96'
40' 80'0
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
PR
AI
R
IE
D U
S
AC
, W I
O M
AH
A
D
IS
TR
IC
T
M
AU
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ER
-S
TU
TZ
, I
N C
T.
F
EL
D
M
AN
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H T
T.
F
EL
D
M
AN
N
A.
O
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AU
G
H
/0
8/
W
F2
0C
W
F2
1C
N
EW
D
AI
R Y
FO
R
AG
E
R
ES
EA
R
C H
C
EN
TE
R
R
TA
/0
8/
5/
/2
4:
:0
PM
S:
\2
\2
1\
.0
H D
R -U
SA
C
E- U
SD
A
AR
S
D
FR
C \D ra w in gs
Ag
\B id di ng
R
FI
D ra w in gs \C
-1
S
IT
E R
O
AD
P
LA
N
SH
EE
T 2.
dw g
N . D
R
IE
S
LA
N E, S U
IT
E
PE
O
R
IA
, I L
9-
3-
AD
D
EN
D
U M
/0
2/
AD
D
EN
D
U M
- I N
Q U
IR
Y
/1
1/
AD
D
EN
D
U M
/1
1/
AD
D
EN
D
U M
/1
3/
SI
TE
R O
AD
P
LA
N
S H
EE
T
C-106
EXISTING FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
E1 SMALL EQUIPMENT BUILDING
E2 CONSERVATION CLUB BUILDING
PROPOSED FACILITY DETAILS
SYMBOL FACILITY DESCRIPTION
A VISITOR'S CENTER, ADMIN & LAB
B1 METABOLIC CHAMBERS
B2 ADVANCED ANIMAL NUTRITION
B3 CONVENTIONAL FREESTALL
B4 MILKING PARLOR
B5 SPECIAL NEEDS & MATERNITY
B6 ROBOTIC FREESTALL
B7 CALF BARN
B8 AGRONOMY BUILDING
B9 FEED MIXING
B10 FEED STORAGE
B11 SHOP, PESTICIDE, AND MACHINE
STORAGE
B12.1 CONNECTOR
B12.2 CONNECTOR AND SORTING
B13 MILK HOUSE
B14 FUEL STORAGE
B15 COMMODITY STORAGE
C1-1 LIQUID WASTE STORAGE FACILITY
CELL 1
C1-2 LIQUID WASTE STORAGE FACILITY
CELL 2
C2 SOLID STACK BUILDING
C3 SOLIDS/SAND SEPARATION FACILITY
C4 LEACHATE RUNOFF COLLECTION
PLAN
NORTH
SITE LAYOUT LEGEND
SYMBOL ITEM
PROPOSED GRAVEL SURFACE
PROPOSED CONCRETE PAVEMENT
PROPOSED 3.5" HMA OR CONCRETE
SURFACE
PROPOSED 4" HMA OR CONCRETE
SURFACE
EXISTING BUILDINGS - STRUCTURES -
ROADS TO REMAIN
KEY MAP
CP3
4+97.34
C2
B10
B15
B9
B14
B11
B7
M
AT
C H
LI
N
E C
6-
C
SC
AL
E
119'
37'
54'
12'
36…
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