Am_0009_Dwgs_ARS01.pdf
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- Solicitation number
- W9128F25R0014
About this file
These files are architectural and engineering drawing sets for the USDA Dairy Forage Research Center (DFRC) construction project in Prairie du Sac, Wisconsin. The comprehensive drawings cover multiple building systems and site infrastructure, including detailed plans for an 18-building complex spanning approximately 75 acres with a total construction area of approximately 642,000 gross square feet. The project involves constructing facilities to support dairy research, including a laboratory and administration building, metabolic chambers, freestall areas, feed mixing center, milking parlor, and supporting infrastructure like utility systems, stormwater drainage, electrical systems, and site landscaping.
The project will accommodate up to 452 lactating cows, 144 calves, 1,300 acres of crop production, and 900 acres of pasture, with facilities for 12 permanent researchers, 12 operations and maintenance personnel, and 10 student researchers. Most buildings will be pre-framed metal structures on concrete spread footings, with the lab and administration building featuring a laminated wood structure and metal panel exterior. The drawings provide extensive technical details across architectural, structural, mechanical, electrical, plumbing, fire protection, and site development disciplines, indicating a comprehensive and complex research facility design by the US Army Corps of Engineers for the USDA Agricultural Research Service.
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A.A A.B
A.5
A.4
A.3
A.C A.D
A.E
A.E A.F A.G A.H
A.2
A.1
1' - 3" 22' - 0" 7' - 6" 14' - 6" 22' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"
A.I A.J A.KA.B2
A43
A02
A04
A05
A03
A17
A01
A36
A20
A21
A24
A07
A26
A29
A30
A31
A32
A34
A33
A28
A27
A16A25
A39
A40
A38
A08 A11 A12
A18 A19
A35
A22
A23
A41 A42
A-201-A
A1
A-201-A
L1
A01B
A-201-A
H1
A-201-A
E1
F9
A-301-A
F9
A-301-A
A4
A-301-A
A4
A-301-A
A44
A37
A-402-A
H13
A-401-A G9 A-401-A A1
A9
A-402-A H1
A16.1
A-350-A
A11.1
A-350-A
A-510-A
E15
A-510-A
A15
A-510-A
A9
A-400-A
A11
A-400-A
A5
A1
A-350-AA-402-A A1
A L
IG
N
ALIGN
10' - 0"
7' - 0"
6' - 8"
EQ EQ
EQ EQ
A L
IG
N
EQ EQ
ALIGN
E Q
E Q
A
B
A04
A03
A24A
A
C
A37A
A
A
A
A
A
B
A
A
A
A
A32A
A29
A
8 A
A
A25
A32B
A
B
A
A
B
A
A
A
A
A
A
A
A
A
A
A21 A22
A
A19B
A
A42
A16
A35
A24B
A01A
A36
A01B
A
B
A
A
A43
A
A
A
A
A
B
A40A
A14 A15
A L
IG
N
A13
/4
TYP
A.6
A.D2
A11
A-351-A
B1 BUILDING
A09 A10
A-402-A
A11
A-510-A
A1
2' - 8" A-403-A
A6
8' - 0"
A45
A
A-403-A
A13
ALIGN
A06
A-201-A
L11
A-201-A
E17
A-201-A
H11
A-201-A
L15
A-201-A
A17
A-403-A
A7
7' - 3" 1' - 6"
A-403-A
G9
B
B
C C C C
C C
CCCCCCCC1E
D
A A A
A8
A-352-A
A7
A-350-A
208' - 9"
29' - 6" 179' - 3"
1' - 3" 4' - 6" 30' - 0" 2' - 0" 12' - 6" 5' - 0"
2' - 6" 2' - 6"
5' - 0" 5' - 0" 5' - 0"
2' - 6" 2' - 6"
5' - 0" 5' - 0" 5' - 0"
2' - 6" 2' - 6"
5' - 0" 5' - 0" 5' - 0"
2' - 6" 2' - 6"
5' - 0" 5' - 0" 5' - 0"
2' - 6"
2' - 6"
A16
A-351-A
A6
A-351-A
A10
A-353-A
A2
A-352-A
0 4' 8' 16'
6' - 0" 5' - 0"
3' - 0" 3' - 0"
5' - 0" 6' - 0" 5' - 0"
3' - 0"
78' - 9" 1' - 3" 7' - 6" 1' - 3" 37' - 6" 42' - 9" 39' - 9"
1' - 3"
1' - 3"
3' - 0"
5' - 0" 6' - 0" 5' - 0"
3' - 0" 3' - 0"
5' - 0"
A7
A-350-A
A11
A-351-A
A16
A-351-A
A7
A-350-A
C
7' - 4"
6' - 6"
8' - 10" 7' - 1" 4' - 7"
3' - 10"
11' - 0"
10' - 3"
7' - 5" 2' - 0"4' - 6"
1' - 11"
1' - 6"
A61
A31
A31
A31
A3
A3 A3 A3
A31
A31
A31
A31
A31
A31
A31
A31
A31
A31 B31
A31 B31
A31
A21
A31
B21 A31
A31
A31A31
A31
A-550-A
J15
TYP
TYP
TYP
A
A
A20B
A-403-AG10
A6
5'-0" 5'-0" 5'-0" 5'-0"
ALIGN
B62 A-510-A
E9
A-510-A
E1
A16
A-353-A
A-510-A
K15
A-510-A
K1
A-510-A
K9
1' - 3" 33' - 2"
A-511-A
A14
A-511-A
A14
A31
A31 A31
A31
A-550-A
A15
A-550-A
M15
A-550-A
A1
A-550-A
E15
A-403-A
G11 Q-502-A
5 5 5 5 5
A1
A-351-A
A11
A-350-A
A16
A-350-A
A11.1
A-350-A
A11
A-351-A
1' - 6"
3' - 0"
5' - 0"
AA AA
AAAA
10' - 0" 10' - 0" 10' - 0" 10' - 0"
9' - 3"
3' - 2"
3' - 3"EQ EQ
A31
A-511-A
F14
G
H
I
6' - 0"
1' - 1"
L1
L2
L2
A-400-A
M1
2' - 0 7/8"
A-401-A
G1
FEC
FEC
FEC
FE
FE
FE
FE
FE
FE
FE
A46
2' - 6"
FE
FE
FE
FE
FE
7' - 0"
A40B
A6S
A3S
A3S
A3S
A31
FE
L1L1
L1L1
L1
A61
A-003-A
A17
P6
P6 P6
A-353-A
G6
A-353-A
G6
A-404-AG10
9' - 7"
9' - 11"
4"
A31
B31
B1.1
M
IN
A-400-A
A1 1
FLOOR PLAN KEYNOTES:
BELOW EQUIPMENT INDICATED - PROVIDE 6" CONCRETE SLAB
RECESS FOR LABORATORY FLOOR. SEE STRUCTURAL DWGS
FOR ADDITIONAL INFO.
2 BUILDING EXPANSION JOINT SYSTEM
4" SLAB RECESSED FOR SPECIFIED WALK-OFF GRATE. SEE
STRUCTURAL DWGS FOR ADDITIONAL INFO.
4 PARTITION TO BE LOCATED ON CENTERLINE OF COLUMN GRID
FLOOR PLAN NOTES:
1. FOR LIMITS OF CONSTRUCTION REFER TO SCOPING DIAGRAMS
(G-003)
2. REFER TO LIFE SAFETY DRAWINGS FOR FIRE LIFE SAFETY
INFORMATION AND WALL RATINGS (SMOKE AND FIRE)
REQUIRED.
3. DIMENSIONS ARE SHOWN TO THE CENTER LINE OF
STRUCTURAL GRID, EXTERIOR FINISH FACE OF EXTERIOR WALL
AND INTERIOR FINISH FACE OF INTERIOR WALL OR PARTITION,
UON
4. DIMENSIONS SHOWN WITH “CLR” OR “MIN” SHALL BE
MAINTAINED TO COMPLY WITH CODE OR ACCESSIBILITY
REQUIREMENTS.
5. ALL DOOR FRAMES SHALL BE LOCATED 4”FROM ADJACENT
WALLS OR CENTERED IN THE LENGTH OF WALL, UON
6. REFER TO A-700 FOR PARTITION TYPES. TYPICAL WALL TYPES
AS LISTED BELOW.
A. TYPE “A3” TYPICAL UON
B. TYPE “A6” TYPICAL AT SINKS, UON
C. TYPE “E3” TYPICAL AT WCS, UON
D. TYPE “L3" AT FURRING WALLS, TYPICAL, UON
7. REFER TO A-710 FOR TYPICAL MOUNTING HEIGHTS.
8. FE = FIRE EXTINGUISHER - REFER TO LIFE SAFETY DRAWINGS
FEC = FIRE EXTINGUISHER CABINET - REFER TO LIFE SAFETY
DRAWINGS
5 DOWN SPOUT & SPLASH BOX
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
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N E
D B
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S U
B M
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E D
B Y
S
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C H
E C
K E
D B
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A N
S I D
IS
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D A
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C O
N T
R A
C T
N O
S O
L
IC
IT
A
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IO
N N
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N
3 5 7 9 11 13 15 17 19
L
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G
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C
A
D A
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M A
R K
D E
S C
R
IP
T
IO
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F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N E
W D
A
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O R
A G
E R
E S
E A
R C
H C
E N
T E
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A u to d e s k D o c s
/1 U
S D
A D
F R
C /4
-A
-A R
E A
A -C e n tr a l.
rv t
/2
/2
:2
:4
P
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A-101-A
F
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S T
F L O
O R
P L A
N
A R
E A
A
L A
B
A D
M
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P R
A
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D
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A C
W
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M A
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R A
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G T
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V
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IN
IA
T D
H Y
IW
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T C
G
G K
T G
H
Y
/0
/2
W F
C
W F
C
3/32" = 1'-0" A1
FIRST FLOOR PLAN - AREA A - LAB & ADMIN NORTH
KEY PLAN
A
ROOM INDEX
NO. NAME
A01 DISPLAY AREA
A01B VESTIBULE
A02 SEMINAR ROOM
A03 TOILET MALE
A04 TOILET FEMALE
A05 OVERNIGHT / NURSING MOTHER
A06 OPEN OFFICE
A07 OFFICE
A08 OFFICE
A09 OFFICE
A10 OFFICE
A11 OFFICE
A12 OFFICE
A13 PRINT/COPY
A14 COMPUTER ROOM
A15 BCS
A16 TELECOM
A17 STOR. TABLE / CHAIR
A18 STOR. ELEC.
A19 ELEC
A20 BREAK
A21 SHOWER MALE
A22 SHOWER FEMALE
A23 JC
A24 MUD ROOM
A25 GARBAGE
A26 GLASSWARE WASH
A27 CHEM
A28 SAMPLE STORAGE ROOM
A29 CYLINDER
A30 WALK-IN FREEZER
A31 INCUB. ROOM
A32 FERMENTATION ROOM
A33 LABORATORY LARGE
A34 LABORATORY LARGE
A35 STOR.
A36 WASHER/ DRYER
A37 MECHANICAL
A38 CORRIDOR
A39 CORRIDOR
A40 CORRIDOR
A41 ELEC
A42 ELEC
A43 BOILER ROOM
A44 CHILLER ROOM
A45 UNIFORM
A46 CORRIDOR
R T
A
/0
/2
A d d e n d u m
I n q u ir y
/2
/2
A d d e n d u m
/2
/2
40' - 0"
PIPE BOLLARDS
4'-0" O.C., TYP.
SEE DETAIL 2/S-301-B14
OFF-ROAD DIESEL
(6,000 GAL.)
GASOLINE
(1,000 GAL.) DEF
(500 GAL.)
4' 0"
5' 6"
6' 6"
4' 0"
4' 0"
2' - 0"36' - 0"2' - 0"
4' - 0" 6' - 6" 19' - 6" 6' - 0" 4' - 0"
4' 0"
5' 6"
B14.A B14.B B14.C B14.D B14.E B14.F B14.G B14.H B14.I B14.J B14.K
B14.1
B14.2
B14.3
B14.4
B14.5
B14.6
B14.7
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
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R S
D R
AW
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D
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IG
N
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B Y:
SU
BM
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D B Y:
SI
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C H
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D B Y:
AN
SI
D
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C O N
TR
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SO
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N N O
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3 5 7 9 11 13 15 17 19
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K D
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C R
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Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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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"B8 FIRST FLOOR PLAN - AREA B14
NORTH
KEY PLAN
B14
4 DOUBLE WALL TANK CONTAINMENT
HOSE WITH AUTO NOZZLE, TOP OF TANK SUCTION HOSE, DEF FLOW METER, REMOTE FILL LINE, NORTHERN OPTION
POLY TANK COMPLETE WITH DISPENSING PUMP, HANGING BRACKETS, LED LIQUID LEVEL, 20' DELIVERY
COMPLETE WITH EMERGENCY VENT, MONITORING WELL CAP, STACK VENT WITH UPDRAFT VENT,
HIGH LEVEL SHUT OFF, CLOCK GAUGE, PISTON METER, 3/4 HP PUMP ASSEMBLY, 1" HOSE REEL WITH
25' HOSE WITH 1" NOZZEL, BREAKAWAY AND SWIVEL FOR A COMPLETE TURNKEY SYSTEM
BREAKAWAY AND SWIVEL FOR A COMPLETE TURNKEY SYSTEM
DISPENSING BOX, 3/4 HP PUMP ASSEMBLY, 1" HOSE REEL WITH 25' HOSE WITH 1" NOZZEL,
HIGH LEVEL SHUT OFF, CLOCK GAUGE, LADDER WITH SAFETY SHIELD, PISTON METER, VENTED1
COMPLETE WITH EMERGENCY VENT, MONITORING WELL CAP, STACK VENT WITH UPDRAFT VENT,
NOTES:
REMARKS 1,4 2,4 3,4
MODEL NUMBER - - -
MANURFACTURER - - -
CAPACITY 6,000 GALLONS 1,000 GALLONS 500 GALLONS
SIZE (LXWXH) (IN) 283"x100.5"x126" 72"x64"x78" -
WEIGHT 23,000 LBS. (EMPTY) 2,380 (EMPTY) -
CONFIGURATION HORIZONTAL HORIZONTAL VERTICAL
SERVES OFF ROAD DEISEL STORAGE
AND DISPENSING
GASOLINE STORAGE AND
DISPENSING
DIESEL EXHAUST FLUID STORAGE AND
DISPENSING
MARK D-1 G-1 DEF-1
FUEL TANK SCHEDULE
R
TA
/0 8/
AD
D
EN
D U M
/2 0/
RFI 11277100
RFI 11277102
RFI 11277103
LEVEL 1 A
867' - 7"
A.AA.BA.CA.DA.EA.FA.GA.HA.IA.JA.K A.B2
F9
A-301-A
F9
A-301-A
MP2MP1-R
METAL PANEL MP1 PATTERN B NORTH TYP
37' - 9"
METAL PANEL MP1 PATTERN A NORTH TYP
141' - 6" MP4
MP3-A
IMP1 IGU1
A11
A-351-A
GLULAM
CP1
MP2-A
TYP
5' - 0"
TYP
4' - 0"
TYP
1' - 0"
TYP
2' - 6"
2' - 6"
TYP
5' - 0"
80' - 0"
TYP
5' - 0"
TYP
6"
TYP
6"
3"4' - 0"
TYP
6"
DS1
C C C C C C C C C1 E A AA
F
A8
A-352-A
A16
A-351-A
DS1
A15
A-512-A
TYP
TYP
6"
K16
A-353-A
K10
A-353-A
MP1
LEVEL 1 A
867' - 7"
A.5A.4A.3A.2A.1
MP2
MP1-R
A4
A-301-A
A4
A-301-A
A16.1
A-350-A
A11.1
A-350-A
MP3-A MP4
IGU1
GLULAM
CP1
B BD
SHADOW BOX
"1
1" / 1'-0"
1" / 1'-0"
A7
A-350-A
H G
MP2-A
LEVEL 1 A
867' - 7"
A.5 A.4 A.3 A.2 A.1
MP2
MP1-R
A4
A-301-A
A4
A-301-A
1" / 1'-0"
1" / 1'-0"
A1
A-350-A
MP3
MP4LV2
5' - 0" 1' - 0"
CP1
L2
A11.1
A-350-A
L2
17'-0" 5'-0"
A11
A-350-A
A16
A-350-A
MP3-A
LEVEL 1 A
867' - 7"
A.A A.B A.C A.D A.E A.F A.G A.H A.I A.J A.K
MP1
F9
A-301-A
F9
A-301-A
IMP1
IGU1
MP3-A
LV1
A.D2
CP1
MP2-A
1' - 1"6' - 0"
TYP
6' - 0"
1' - 0" TYP
TYP
4' - 0"
TYP
3' - 0"
IGU1IMP1
DS1
DS1 6"6"6"6"
6"
6"
6"
C C C C C C L1
A6
A-351-A
A16
A-351-A
A2
A-352-A
A11
A-351-A
LIGHT - REFER TO ELECTRICAL
A15
A-512-A
TYP
A11
A-351-A
A1
A-351-A
1' - 0" 7' - 0"
3' - 0"
METAL PANEL MP1 PATTERN B SOUTH TYP
67' - 6" 21' - 3"
METAL PANEL MP1 PATTERN A SOUTH TYP
37' - 6"
METAL PANEL MP1 PATTERN A SOUTH TYP
42' - 9"
METAL PANEL MP1 PATTERN A SOUTH TYP
40' - 0"
METAL PANEL MP1 PATTERN A SOUTH TYP
MP1-A
MP1-R MP1
EXTERIOR MATERIAL LEGEND
METAL PANEL
MP1
METAL STANDING SEAM PANELS
REFER TO A-340-A
MP2
CORRUGATED CONCEALED FASTENER
METAL PANELS
REFER TO A-340-A
MP4
CORRUGATED CONCEALED FASTENER
METAL PANELS
REFER TO A-340-A
MP3
CORRUGATED CONCEALED FASTENER
METAL PANELS
REFER TO A-340-A
GLASS
IGU1 INSULATED GLAZING UNIT
CLEAR
WOOD
GLULAM
INSULATED METAL PANEL
REFER TO A-531-A & A-532-A
LOUVERS
VERTICAL WEATHER RESISTANT LOUVERS
REFER TO A-530-A
LV1
MASS TIMBER - REFER TO STRUCTURAL
CONCRETE PANEL
CP1 CONCRETE FACED INSULATED WALL PANEL
DOWNSPOUTS
DOWNSPOUT TO MATCH MP1DS1
INSULATED METAL PANEL
IMP1
VERTICAL WEATHER RESISTANT LOUVERS
REFER TO A-530-A
LV2
MP1-R
METAL STANDING SEAM ROOF SYSTEM
REFER TO A-511-A
MP1-A
MP2-A
MP3-A
LEVEL 1 A
867' - 7"
A.AA.B
MP1-R
MP2
GLULAM
MP4
IGU1
CP1
"1
A A A
A8
A-352-A
LEVEL 1 A
867' - 7"
A.A A.B A.B2
JOINT PATTERN TO ALIGN WITH PATTERN B ON NORTH ELEVATION A1
MP1-R
GLULAM
MP1-A
CP1
LEVEL 1 A
867' - 7"
A.6
CONTINUE PATTERN A NORTH PATTERN A NORTH TYP
20' - 0"
CONTINUE PATTERN A SOUTH
MP1-A
BUILDING
B1
A10
A-353-A
B1.1
LEVEL 1 A
867' - 7"
A.5A.6
MP1-A
MP2-A
CP1
CONTINUE PATTERN A NORTH PATTERN A NORTH
20' - 0"
A7
A-350-A
BUILDING
B1
A10
A-353-A
LIGHT - REFER TO ELECTRICAL
DS1
8' - 6"
B1.1
MP1-R
LEVEL 1 A
867' - 7"
A.5
MP1-R
MP2-A
CP1
A7
A-350-A
LIGHT - REFER TO ELECTRICAL
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
S
IG
N E
D B
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S U
B M
IT
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E D
B Y
S
IZ
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C H
E C
K E
D B
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A N
S I D
IS
S
U E
D A
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C O
N T
R A
C T
N O
S O
L
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A
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N N
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L
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D A
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R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N E
W D
A
IR
Y F
O R
A G
E R
E S
E A
R C
H C
E N
T E
R
A u to d e s k D o c s
/1 U
S D
A D
F R
C /4
-A
-A R
E A
A -C e n tr a l.
rv t
/9 /2
:0
:2
P M
A-201-A
E L E
V A
T
IO
N S
A
R E
A A
L A
B
A D
M
IN
P R
A
IR
IE
D
U S
A C
W
I O
M A
H A
D
IS
T R
IC
T
H D
R A
R L
IN
G T
O N
V
IR
G
IN
IA
T D
H Y
IW
M
T C
G
G K
T G
H
Y
/0
/2
W F
C
W F
C
3/32" = 1'-0" A1
ELEVATION_NORTH
3/32" = 1'-0" L1
ELEVATION_WEST
3/32" = 1'-0" H1
ELEVATION_EAST
3/32" = 1'-0" E1
ELEVATION_SOUTH
3/32" = 1'-0" L11
ELEVATION_ENTRY 1
3/32" = 1'-0"
L15
ELEVATION_ENTRY 2
3/32" = 1'-0" E17
ELEVATION_CONNECTOR 2
3/32" = 1'-0" H11
ELEVATION_CONNECTOR 1
3/32" = 1'-0" A17
ELEVATION_YARD 1
R T
A
/0
/2
A d d e n d u m
I n q u ir y
/2
/2
A.2
ROOF CAP
MP1-R
STANDING SEAM
METAL ROOF SYSTEM
WINDOW AS SCHED.
INTERIOR BULKHEAD
PARTITIONS AS
INDICATED IN RCP
MP3-A
CORRUGATED METAL
PANEL SYSTEM.
REFER TO A-340-A FOR
WALL ASSEMBLY
3' - 0"
MP1-R
STANDING SEAM METAL ROOF SYSTEM.
REFER TO A-511-A DETAIL K SERIES FOR
ROOF DETAIL
A-531-A
F1
A-531-A
A1
A-353-A
A1
BULKHEAD
9' - 0" AFF
LEVEL 1 A
867' - 7"
A.6
PARTITION AS
SCHEDULED
BEAM AND WOOD PANEL
- REFER TO STRUCTURAL
DOOR AS SCHEDULED
EPDM ROOFING SYSTEM
EXPANSION JOINT
REFER TO BUILDING B1
SHEETS
EXPANSION JOINT AT WALL
JOINT AT FLOOR -
REFER TO STRUCTURAL
A-353-A
A6
CONT. VAPOR BARRIER
G6
A-353-A
EXPANSION JOINT AT CEILING
B1.1
LEVEL 1 A
867' - 7"
A.EA.D2
BLOCKING
MEMBRANE FLASHING
EPDM ROOFING SYSTEM
BLOCKING
GUTTER AND
DOWNSPOUT
CONT. VAPOR BARRIER
CONT. DAMP PROOFING
2" PERIMETER
INSULATION TYP
CONCRETE CURB
CONCRETE FACED
INSULATED WALL PANEL
MP1-A
STANDING SEAM METAL
PANEL SYSTEM.
REFER TO A-340-A FOR
WALL ASSEMBLY
CEILING AS INDICATED IN
REFLECTED CEILING PLAN
/2
1/4" / 1'-0"
TAPERED INSULATION @
1/2" : 1'-0" SLOPECOVERBOARD
A-511-A
A8
A.2
ROOF CAP
MP1-R
STANDING SEAM
METAL ROOF SYSTEM
MP3-A
CORRUGATED METAL
PANEL SYSTEM.
REFER TO A-340-A FOR
WALL ASSEMBLY
3' - 0"
MP1-R
STANDING SEAM METAL ROOF SYSTEM.
REFER TO A-511-A DETAIL K SERIES FOR
ROOF DETAIL
A-511-A
K1.1
A-353-A
A1
MP1-R
STANDING SEAM
METAL ROOF SYSTEM
CANT STRIP
ALUMINUM FLASHING
MP3-A
CORRUGATED METAL PANEL SYSTEM.
REFER TO A-340-A FOR WALL ASSEMBLY
BASE FLASHING
MEMBRANE FLASHING
Z GIRT
ICE AND WATER SHIELD APPLIED
TO FULL HDIGHT OF WALL
AIR RETARDER
VAPOR RETARDER
STEEL MULLION REINFORCING
ANCHORED TO ROOF DECK ABOVE
AND BELOW
ALUMINUM END WALL CAP
BACKER ROD AND SEALANT
MP1-A
STANDING SEAM METAL
PANEL SYSTEM
REFER TO A-340-A FOR
WALL ASSEMBLY
WALL ASSEMBLY - REFER TO
BUILDING B1 SHEETS
3" EXTERIOR WALL TO WALL
EXPANSION JOINT COVER
ASSEMBLY W/ VAPOR BARRIER AND
INSULATION SYSTEM (CS SF 300)
3" INTERIOR WALL TO WALL
EXPANSION JOINT COVER
ASSEMBLY (CS SF 300)
EPDM ROOFING SYSTEM
CANT STRIP
ALUMINUM FLASHING
3" EXTERIOR ROOF TO WALL
EXPANSION JOINT COVER
ASSEMBLY (CS SRJ 300)
COMPRESSIBLE SEAL
REFER TO BUILDING B1
SHEETS
CONTINUOUS RIGID
INSULATION - R 30
WOOD PANEL - REFER
TO STRUCTURAL
3" CEILING EXPANSION
JOINT (CS FCF 300)
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N E
W D
A
IR
Y F
O R
A G
E R
E S
E A
R C
H C
E N
T E
R
A u to d e s k D o c s
/1 U
S D
A D
F R
C /4
-A
-A R
E A
A -C e n tr a l.
rv t
/1
/2
:1
:5
P
M
A-353-A
W A
L L S
E C
T
IO
N S
A
R E
A A
L A
B
A D
M
IN
P R
A
IR
IE
D
U S
A C
W
I O
M A
H A
D
IS
T R
IC
T
H D
R A
R L
IN
G T
O N
V
IR
G
IN
IA
T D
H Y
IW
M
T C
G
G K
T G
H
Y
/0
/2
W F
C
W F
C
1/2" = 1'-0" K16
WALL SECTION
1/2" = 1'-0" A16
WALL SECTION
1/2" = 1'-0"
A10
WALL SECTION
1/2" = 1'-0" K10
WALL SECTION
1 1/2" = 1'-0" A1
WALL DETAIL
R T
A
/0
/2
A d d e n d u m
I n q u ir y
/1
/2
A d d e n d u m
I n q u ir y
/2
/2
1 1/2" = 1'-0" G6
EXPANSION JOINT - WALL
1 1/2" = 1'-0" A6
EXPANSION JOINT - ROOF
A.D A.E
A.2
A.1
A-400-AJ1
M
IN
3' - 6" MIN
M
IN
1' - 0"
1' - 6"
3' - 0"
4' - 6"
A-400-A
F1
TOILET
FEMALE
A04
TOILET
MALE
A03
2' - 1"
2' - 1"
OVERNIGHT
/ NURSING
MOTHER
A05
FRIDGE
(GFGI)
FURNITURE
(GFGI)
9' - 6 1/2"
A L
IG
N
A31
A31
A31
A-403-AG10
4'-2"
A5074
A5074
A5074
A5074
A5085 A5085
A5090 A5200
A5200
A5200
A5109A5109
A5090
A5109
A5109A5109
A5109
A.2
A.1
A.I A.J A.K
A-400-AJ5
F1
A-400-A
J12
A-400-AJ8
A-400-A M15
M12
/2 "1
5' - 0"
ALIGN
A L
IG
N
ALIGN
ALIGN
1' - 9"
5' - 1 1/2"
1' - 9"
5' - 0"
3' - 6" MIN
A L
IG
N
4' - 0" 4' - 0"
5' - 0"
3' - 0" CLR 3' - 0" CLR 3' - 0" CLR 3' - 0" CLR3' - 0" CLR
1' - 9"
5' - 1 1/2"
1' - 9"
3 1/4"1 3/4"
19' - 1 1/2"
19' - 1 1/2"
M8
J15
3' - 6" 3' - 6"
SHOWER
MALE
A21
SHOWER
FEMALE
A22
JC
A23
A-400-AM3
9" 10' - 3"
10' - 3" 7"
A5074
A5074
A5074
A5085 A5085
A5074
A5074
A5074
A5030 A5110
A5145 A5145 A5145 A5145 A5145 A5145 A5145 A5145 A5145 A5145 A5145 A5145
A5109
A5109
A5109
A5135
A5109
A5109A5109 A5200
A5090
A5200 A5090
A5200
A5170
2' - 1"2' - 1"
EQ 1' - 6" 2' - 0" 1' - 6" 2' - 0" 1' - 6" EQ EQ 1' - 6" 2' - 0" 1' - 6" 2' - 0" 1' - 6" EQ
A7
A-550-A
A5030
A5110
A5170 A5030
A5110 A5170A5030
A5110 A5170 A5030
A5110 A5170A5030
A5110 A5170
A1030 A1030 A1030A1030
A-400-A
M1
A L
IG
N
FEC
2' - 6"
4' - 0"
S E
E S
P E
C
A-400-A
A1
ENLARGED VIEW NOTES:
1. REFER TO SHEET I-001-A FOR FINISH LEGEND.
2. ALL CASEWORK VERTICAL SURFACES SHALL BE PL-1, UON.
FILLER PANELS SHALL MATCH ADJACENT CASEWORK.
3. ALL CASEWORK HORIZONTAL SURFACES AND ASSOCIATED
BACKSPLASH (WHERE OCCURS) SHALL BE SSF-1, UON
4. ALL BACKSPLASH TO MATCH ASSOCIATED CASEWORK
HORIZONTAL SURFACE/ COUNTERS.
5. PROVIDE 1.5" RADIUS CORNER AT ALL EXPOSED COUNTERTOPS,
UON. WHERE COUNTERTOP AND SIDE OF CABINET BODY ALIGN,
PROVIDE 1" RADIUS CORNER.
6. REFER TO A-600 SERIES FOR DOOR AND WINDOW SCHEDULES
7. REFER TO SHEET A-710-A FOR STANDARD MOUNTING HEIGHTS,
INCLUDING ALL ELEC/ COMM. OUTLETS
8. WALL MOUNTED RECEPTACLES ARE TO BECOORDINATED WITH
FINISHES AS INDICATED ON FINISH DRAWINGS. TO BE
INSTALLED FLUSH WITH FINISHED SURFACE.
9. PROVIDE BLOCKING AT ALL TV LOCATIONS. REFER TO TA
DRAWING SET FOR ADDITIONAL INFORMATION
10. EQUIPMENT IS GFGI AND IS FOR REFERENCE ONLY
11. EQUIPMENT SHOWN FOR PLANNING PURPOSES. AV
COORDINATOR TO REVIEW MOUNTING HEIGHT AND PLACEMENT
OF EQUIPMENT BEFORE INSTALLATION.
12. COORDINATE WATER DISPENSER, WATERLINES AND GROMMETS
WITH OWNER IN FIELD.
LEVEL 1 A
867' - 7"8"
CL
T O
P O
F S
E A
T
M
IN
MIN
3' - 6"
MIN
1' - 0"
3' - 4"
PT-2A
PNTLE-1
LEVEL 1 A
867' - 7"
EQ EQ
PT-2
LEVEL 1 A
867' - 7"
LEVEL 1 A
867' - 7"
T O
P O
F S
E A
T
EQ EQ
PT-2
LEVEL 1 A
867' - 7"
LEVEL 1 A
867' - 7"
CL
MIN
1' - 6"
MIN
6"
3' - 0"
PT-2
LEVEL 1 A
867' - 7"
9' - 6"
2' - 2" 2' - 7" 2' - 7" 2' - 2"
CL CL CL
1' - 6" 1' - 6"
G6
A-711-A
PT-2
1' - 6"
SSF-1
PL1
MIRROR WITH
1/4" FRAME
LEVEL 1 A
867' - 7"
REFER TO PLAN
PT-2A
PNTLE-1
LEVEL 1 A
867' - 7"
1' - 6" 1' - 6"
CL CL
G6
A-711-A
PT-2
SSF-1
PL1
MIRROR WITH
1/4" FRAME
EQ 2' - 6" EQ
LEVEL 1 A
867' - 7"
LOCKERS
CUBBY STORAGE
1' - 3"1' - 3"1' - 3"1' - 3"1' - 3"1' - 3"1' - 3"1' - 3"1' - 3"1' - 3"1' - 3"1' - 3"4
A16
A-711-A
PT-2A BASE
PNTLE-1
LIGHTING FIXTURE -
REFER TO ELECTRICAL
LEVEL 1 A
867' - 7"
PT-2A
ACCESSIBLE
LOCKER BENCH
PNTLE-1
LOCKER BENCH
S E
E S
P E
C
LEVEL 1 A
867' - 7"
PT-2
APPLY TO ALL
SHOWER WALLS
PT-4
EQ EQ
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N E
W D
A
IR
Y F
O R
A G
E R
E S
E A
R C
H C
E N
T E
R
A u to d e s k D o c s
/1 U
S D
A D
F R
C /4
-A
-A R
E A
A -C e n tr a l.
rv t
/9 /2
:0
:0
P M
A-400-A
E N
L A
R G
E D
P L A
N S
E
L E
V A
T
IO
N S
A
R E
A A
L A
B
A D
M
IN
P R
A
IR
IE
D
U S
A C
W
I O
M A
H A
D
IS
T R
IC
T
H D
R A
R L
IN
G T
O N
V
IR
G
IN
IA
T D
H Y
IW
M
T C
G
G K
T G
H
Y
/0
/2
W F
C
W F
C
1/4" = 1'-0" A5
& TOILET - ENLARGED PLAN
1/4" = 1'-0"
A11
LOCKER / TOILET / SHOWER - ENLARGED PLAN
1/4" = 1'-0" J12
TOILET ELEVATION
1/4" = 1'-0"
J8
TOILET ELEVATION
1/4" = 1'-0" M8
TOILET ELEVATION
1/4" = 1'-0"
M15
TOILET ELEVATION
1/4" = 1'-0" M12
TOILET ELEVATION
1/4" = 1'-0" J15
TOILET ELEVATION
1/4" = 1'-0"
J5
TOILET ELEVATION
1/4" = 1'-0" F1
TOILET ELEVATION
1/4" = 1'-0" J1
TOILET ELEVATION
OVERNIGHT / NURSING MOTHER
1/4" = 1'-0" M3
LOCKERS, TYPE STPC-1
1/4" = 1'-0"
M1 Elevation 5 - a
R T
A
/0
/2
A d d e n d u m
I n q u ir y
/2
/2
1/4" = 1'-0" A1
SHOWER ELEVATION
A.A
A.3
COLUMN
- REFER TO STRUCTURAL
ALUMINUM REVEAL
MP4
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
MP4
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
TRIM EXTRUSION
1' - 3"
A.1
A.B2
COLUMN - REFER TO STRUCTURAL
METAL TRIM
1' - 3"
MP1
STANDING SEAM METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
MP2-A
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
ALUMINUM REVEAL
A.A
A.5
1' - 6"
METAL TRIM
MP1
STANDING SEAM METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
MP2
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
SHEAR WALL - REFER TO STRUCTURAL
1/2" PLYWOOD
2 1/2" METAL STUD
5/8" GWB
COLUMN - REFER TO STRUCTURAL
A.3
A.K
COLUMN - REFER TO STRUCTURAL
TRIM EXTRUSION
BACKER ROD AND SEALANT
BLOCKING AS NEEDED
DOOR AS SCHEDULED
1' - 3"
MP3-A
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
MP3-A
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
MP4
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
TRIM EXTRUSION
A.5
A.I
1' - 6"
MP3
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
METAL TRIM
MP1
STANDING SEAM METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
ALUMINUM REVEAL
COLUMN - REFER TO STRUCTURAL
A.5
A.D
MP1-F
2-HR. F.R.R. STANDING SEAM METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
MP2-A
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
ALUMINUM REVEAL
COLUMN - REFER TO STRUCTURAL
SHEAR WALL - REFER TO STRUCTURAL
ALUMINUM END WALL CAP
BACKER ROD AND SEALANT
2" 1/2"
A.2
A.B2
1' - 3"
MP2-A
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
MP1-A
STANDING SEAM METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
METAL TRIM
COLUMN - REFER TO STRUCTURAL
ALUMINUM REVEAL
5/8" GWB
2 1/2" METAL STUDS
SHEAR WALL - REFER TO STRUCTURAL
A.5
A.D2
1' - 3"
MP1-F
2-HR. F.R.R. STANDING SEAM METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
MP1-A
2-HR. F.R.R. STANDING SEAM METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
INTERIOR PARTITION AS SCHEDULED
COLUMN - REFER TO STRUCTURAL
ALUMINUM REVEAL
DOOR AND FRAME AS SCHEDULED
INTERIOR PARTITION AS SCHEDULED
A.5
A.E
/2
MP1-A
STANDING SEAM METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
MP2-A
CORRUGATED METAL PANEL SYSTEM
REFER TO A-340-A FOR WALL ASSEMBLY
COLUMN - REFER TO STRUCTURAL
BACKER ROD AND SEALANT
ALUMINUM END WALL CAP
DOOR AND FRAME AS SCHEDULED
ALUMINUM REVEAL
1' - 3"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N E
W D
A
IR
Y F
O R
A G
E R
E S
E A
R C
H C
E N
T E
R
A u to d e s k D o c s
/1 U
S D
A D
F R
C /4
-A
-A R
E A
A -C e n tr a l.
rv t
/9 /2
:0
:4
P M
A-510-A
W A
L L D
E T
A
IL
S
A R
E A
A
L A
B
A D
M
IN
P R
A
IR
IE
D
U S
A C
W
I O
M A
H A
D
IS
T R
IC
T
H D
R A
R L
IN
G T
O N
V
IR
G
IN
IA
T D
H Y
IW
M
T C
G
G K
T G
H
Y
/0
/2
W F
C
W F
C
1 1/2" = 1'-0" E15
WALL DETAIL
1 1/2" = 1'-0" A9
WALL DETAIL
1 1/2" = 1'-0"
A15
WALL DETAIL
1 1/2" = 1'-0" A1
WALL DETAIL
1 1/2" = 1'-0" E9
WALL DETAIL
1 1/2" = 1'-0"
E1
WALL DETAIL
1 1/2" = 1'-0" K15
WALL DETAIL
1 1/2" = 1'-0"
K1
WALL DETAIL
1 1/2" = 1'-0" K9
WALL DETAIL
R T
A
/0
/2
A d d e n d u m
I n q u ir y
/1
/2
A d d e n d u m
I n q u ir y
/2
/2
SINGLE-UNIT W/
BOTTOM LIGHT
SINGLE-UNIT W/
SHADOWBOX
SINGLE-UNIT W/ CASEMENT &
METAL (IMP1)
SIDE-PANEL
DOUBLE-UNIT W/
BOTTOM LIGHT
SIX-UNIT W/
BOTTOM LIGHT
5' - 0" R.O.
R .O
S
IL
L
5' - 0" R.O.
R .O
S
IL
L
5' - 0" R.O.
R .O
S
IL
L
10' - 0" R.O.
R .O
S
IL
L
30' - 0" R.O.
R .O
S
IL
L
CL CL CL
CL CL
CL
CL CL CL CL CL
EQ EQ EQ EQ EQ EQEQ EQ
10"
WINDOW
4' - 11 1/4"
W
IN
D O
W
/4
3/8" JT. TYP.
2" TYP.
3/8" JT. TYP.
2" TYP.
WINDOW
4' - 11 1/4"
WINDOW
4' - 11 1/4"
WINDOW ACTUAL WIDTH
9' - 11 1/4"
WINDOW ACTUAL WIDTH
29' - 11 1/4"
3/8 JT. TYP.
2" TYP.
W
IN
D O
W
/4
3/8" JT. TYP.
W
IN
D O
W
/4
2" TYP.
3/8" JT. TYP.
2" TYP.
R .O
6' - 0" R.O.
S
IL
L
3/8" JT. TYP.
2" TYP.
W
IN
D O
W
/4
CLERESTORY
S
IL
L
"2
R .O
80' - 0" R.O.
W
IN
D O
W
/4
WINDOW
79' - 11 1/4"
3/8" JT. TYP.2" TYP.
CL
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
CL CL CL CL CL CL CL CL CL CL CL CL CL
CL
R .O
5' - 0" R.O.
S
IL
L
3/8" JT. TYP.
2" TYP.
L2
L O
U V
E R
/4
LOUVER
5' - 11 1/4"
L O
U V
E R
/4
LOUVER
4' - 11 1/4"
2" TYP.
A1
A-531-A
A6
A-531-A
A6
A-531-A
F6
A-531-A
A16.1
A-531-A
A6
A-531-A
C6
A-531-A
A11
A-531-A
G6
A-532-A
G6.1
A-532-A
F6.1
A-531-A
A6
A-532-A
A16.1
A-532-A
A16
A-532-A
A1
A-532-A
EDC1BA
F
L1
LOUVER 2
CHAMPAGNE PEARL COATING AND EQUAL
LOUVER 1
SLATE GREY COATING AND EQUAL
G
LAB ENTRY
H
MAIN ENTRY - EXTERIOR CW
I
MAIN ENTRY - INTERIOR CW
G11
A-532-A
G16
A-532-A
@ 6" STUD WALLS
@ 8" STUD WALLS G11
A-532-A
G16
A-532-A
@ 6" STUD WALLS
@ 8" STUD WALLS
A11.1
A-532-A
@ 6" STUD
WALLS
@ 8" STUD
WALLS
A11
A-532-A
F1
A-531-A
A16
A-532-A
A16
A-532-A
A16
A-532-A
A16
A-532-A
G6
A-532-A
G1
A-532-A
A16
A-531-A
A16
A-531-A
A16
A-531-A
F6
A-531-A
F6
A-531-A
F6
A-531-A
F6
A-531-A
LEVEL 1A
866'-0"
LEVEL 1A
866'-0"
LEVEL 1A
866'-0"
TOP OF LOWER ROOF
881'-3"
SINGLE-UNIT W/
METAL (IMP1)
SIDE-PANEL
5' - 0" R.O.
R .O
S
IL
L
CL
10"
WINDOW
4' - 11 1/4"
3/8 JT. TYP.
2" TYP.
W
IN
D O
W
/4
A6
A-531-A
F6
A-531-A
A16.1
A-531-A
G6.1
A-532-A
F6.1
A-531-A
A16.1
A-532-A
A16
A-531-A
C
A11.1
A-532-A
@ 6" STUD
WALLS
@ 8" STUD
WALLS
A16
A-532-A
CASEMENT
WINDOW
STEEL MULLION
REINFORCING ANCHORED TO
ROOF DECK ABOVE AND
BELOW
EXTERIOR WINDOW TYPE GENERAL NOTES
1. ALL GLAZED PANELS TO BE "IGU1" INSULATED GLAZING UNIT
UNLESS OTHERWISE NOTED ON EXTERIOR ELEVATIONS.
A6
A-533-A
F1
A-533-A
DOOR AS SCHED.
12' - 6"
DOOR AS SCHED.
D O
O R
A S
S C
H E
D
K1
A-533-A
F11
A-533-A
K8
A-533-A
A1
A-533-A
A11
A-533-A
F16
A-533-A
K11
A-533-A
K1
A-533-A
F11
A-533-A
K8
A-533-A
A1
A-533-A
A16
A-533-A
F16
A-533-A
K16
A-533-A
12' - 6"
DOOR AS SCHED.
D O
O R
A S
S C
H E
D
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
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D R
A W
N B
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D E
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D B
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S U
B M
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B Y
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C H
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K E
D B
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A N
S I D
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D A
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C O
N T
R A
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N O
S O
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A
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N N
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3 5 7 9 11 13 15 17 19
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A
D A
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M A
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D E
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IP
T
IO
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F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
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F
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B
N E
W D
A
IR
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O R
A G
E R
E S
E A
R C
H C
E N
T E
R
A u to d e s k D o c s
/1 U
S D
A D
F R
C /4
-A
-A R
E A
A -C e n tr a l.
rv t
/1
/2
:1
:2
P
M
A-530-A
E X
T E
R
IO
R W
IN
D
O W
L O
U V
E R
A N
D C
U R
T A
IN
W
A L L
T Y
P E
S
A R
E A
A
L A
B
A D
M
IN
P R
A
IR
IE
D
U S
A C
W
I O
M A
H A
D
IS
T R
IC
T
H D
R A
R L
IN
G T
O N
V
IR
G
IN
IA
T D
H Y
IW
M
T C
G
G K
T G
H
Y
/0
/2
W F
C
W F
C
R T
A
/0
/2
A d d e n d u m
I n q u ir y
/0
/2
A d d e n d u m
I n q u ir y
/2
/2
4 1/2"
LINE OF VERTICAL
MULLION BEYOND
INSULATED GLASS
PANEL (IGU1)
INTERMEDIATE MULLION
WALL BEYOND
INSULATED METAL
SPANDREL PANEL
SILL TRIM
6" METAL STUD
/8
J T
LINE OF VERTICAL MULLION
BEYOND
WALL BEYOND
SILL MULLION
INSULATED GLASS UNIT (IGU1)
EXTERIOR ENVELOPE
ASSEMBLY AS DETAILED
AIR MEMBRANE
MEMBRANE FLASHING
6" 1 1/2"
WOOD BLOCKING
EXTERIOR BACKER ROD AND
SEALANT TYP. BOTH SIDES
STEEL MULLION
REINFORCING ANCHORED TO
ROOF DECK ABOVE AND
BELOW
G1
A-532-A
LINE OF VERTICAL MULLION
BEYOND
EXTERIOR ENVELOPE
ASSEMBLY AS DETAILED
WALL BEYOND
CONT. ALUM CLOSURE
AIR MEMBRANE
SILL MULLION
/8
J T
INSULATED GLASS UNIT (IGU1) @ A16;
INSULATED METAL PANEL (IMP1) (CHAMPAGNE
PEARL COATING AND EQUAL) @ A16.1
MEMBRANE FLASHING
4 1/2" 3"
WOOD BLOCKING
EXTERIOR BACKER ROD AND
SEALANT TYP. BOTH SIDES
LINE OF VERTICAL MULLION
BEYOND
EXTERIOR ENVELOPE
ASSEMBLY AS DETAILED
WALL BEYOND
CONT. ALUM CLOSURE
AIR MEMBRANE
SILL MULLION
/8
J T
4 1/2" 3"
INSULATED GLASS UNIT (IGU1)
MEMBRANE FLASHING
INSULATED METAL
SPANDREL PANEL
WOOD BLOCKING
EXTERIOR BACKER ROD AND
SEALANT TYP. BOTH SIDES
LINE OF VERTICAL
MULLION BEYOND
INSULATED GLASS
PANEL (IGU1)
INTERMEDIATE MULLION
4 1/2"
WALL BEYOND
INSULATED METAL
SPANDREL PANEL
ROOF CAP
BASE FLASHING 2
6" 1 1/2"
/8
J T
6" RIGID INSULATION
SELF-ADHERENT UNDERLAYMENT
TYP METAL PANEL CLOSURE
LINE OF VERTICAL MULLION
BEYOND
HEAD MULLION
INSULATED GLASS UNIT (IGU1)
EXTERIOR BACKER ROD AND
SEALANT TYP. BOTH SIDES
WOOD BLOCKING
MEMBRANE FLASHING
G1
A-532-A
LINE OF VERTICAL MULLION BEYOND
EXTERIOR ENVELOPE
ASSEMBLY AS DETAILED
HEAD MULLION
INSULATED GLASS UNIT (IGU1) @ F6;
INSULATED METAL PANEL (IMP1)
(CHAMPAGNE PEARL COATING AND
EQUAL) @ F6.1
JAMB BEYOND
6" METAL STUD
EXTERIOR BACKER ROD AND
SEALANT TYP. BOTH SIDES
WOOD BLOCKING
4 1/2" 3"
/8
J T
CONT ALUM ANGLE
CLOSURE
AIR MEMBRANE
Z GIRT
MEMBRANE FLASHING
CEILING AS SCHED.
TRANSITION TRIM -
WHITE FINISH
COLUMN BEYOND
ROLLER SHADE
- RECESSED SHADE
POCKET BOTTOM TO
PAINT WHITE
ALIGN
DETAIL WITH ROLLER
SHADE: RS-1 & RS-1A
@ 6" STUD WALL
(REFER TO I-101-A FOR
LOCATION)
DETAIL WITH ROLLER
SHADE: RS-3
@ 6" STUD WALL
(REFER TO I-101-A FOR
LOCATION)
DETAIL WITH ROLLER
SHADE: RS-2
@ 6" STUD WALL
(REFER TO I-101-A FOR
LOCATION)
ROLLER SHADE -
EXPOSED HEADBOX
TO PAINT WHITE
ALIGN
A L
IG
N
ROLLER SHADE
- FRONT FASCIA TO
PAINT BLACK
CEILING AS SCHED.
SUPPORT AS NEEDED
SUPPORT AS NEEDED
ALIGN
8" 6"
6" 6"
DETAIL WITH ROLLER
SHADE: RS-1 & RS-1A
@ 8" STUD WALL
(REFER TO I-101-A FOR
LOCATION)
DETAIL WITH NO ROLLER
@ 6" STUD WALL
(ANNOTATIONS APPLY TO
DETAILS WITH ROLLER
SHADES)
DETAIL WITH ROLLER
SHADE: RS-2
@ 8" STUD WALL
(REFER TO I-101-A FOR
LOCATION)
COLUMN BEYOND
ROLLER SHADE
- RECESSED SHADE
POCKET BOTTOM TO
PAINT WHITE
SUPPORT AS NEEDED
CEILING AS SCHED.
TRANSITION TRIM
- WHITE FINISH
9'-0"
AFF
9'-0"
AFF
8"
ROLLER SHADE
- FRONT FASCIA TO
PAINT BLACK
6"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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D R
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N B
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D E
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D B
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S U
B M
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B Y
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C H
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K E
D B
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A N
S I D
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D A
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P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
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W D
A
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O R
A G
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E A
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A u to d e s k D o c s
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A -C e n tr a l.
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/1
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:1
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P
M
A-531-A
E X
T E
R
IO
R W
IN
D
O W
A N
D L
O U
V E
R D
E T
A
IL
S
A R
E A
A
L A
B
A D
M
IN
P R
A
IR
IE
D
U S
A C
W
I O
M A
H A
D
IS
T R
IC
T
H D
R A
R L
IN
G T
O N
V
IR
G
IN
IA
T D
H Y
IW
M
T C
G
G K
T G
H
Y
/0
/2
W F
C
W F
C
3" = 1'-0" A6
INTERMEDIATE HORIZ. MULLION
3" = 1'-0"
A1
CLERESTORY WINDOW SILL
3" = 1'-0" A16.1
TYPICAL WINDOW SILL
3" = 1'-0"
A11
SPANDREL WINDOW SILL
3" = 1'-0" C6
SPANDREL HORIZ. MULLION
A16
3" = 1'-0" F1
CLERESTORY WINDOW HEAD
3" = 1'-0"
F6.1
TYPICAL WINDOW HEAD
F6
R T
A
/0
/2
A d d e n d u m
I n q u ir y
/0
/2
A d d e n d u m
I n q u ir y
/2
/2
INSULATED GLASS
UNIT (IGU1)
3/8" JT.
2"
INSULATED METAL
SPANDREL PANEL
LINE OF HORIZONTAL
MULLION BELOW
SILL BELOW
6" METAL STUD
WOOD BLOCKING
/2
JAMB MULLION
EXTERIOR ENVELOPE
ASSEMBLY
SILL BELOW
EXTERIOR BACKER ROD
AND SEALANT TYP.
BOTH SIDES
LINE OF HORIZONTAL
MULLION BELOW
SILL BELOW
6" METAL STUD
INSULATED GLASS UNIT (IGU1)
@ A16;
INSULATED METAL PANEL
(IMP1) (CHAMPAGNE PEARL
COATING AND EQUAL) @ A16.1
WOOD BLOCKING
3/8" JT.
2"3
/2
EXTERIOR ENVELOPE
ASSEMBLY
EXTERIOR BACKER ROD
AND SEALANT TYP.
BOTH SIDES
SILL BELOW
JAMB MULLION
INSULATED GLASS UNIT (IGU1)
@ A11;
INSULATED METAL PANEL
(IMP1) (CHAMPAGNE PEARL
COATING AND EQUAL) @ A11.1
3/8" JT.
2"
LINE OF HORIZONTAL
MULLION BELOW
SILL BELOW
8" METAL STUD
WOOD BLOCKING
/2
JAMB MULLION
EXTERIOR ENVELOPE
ASSEMBLY
SILL BELOW
EXTERIOR BACKER ROD
AND SEALANT TYP.
BOTH SIDES
ALUMINUM END WALL CAP
2"
BACKER ROD AND SEALANT
METAL FLASHING WITH
HEMMED EDGE AND END DAMS
EXTERIOR ENVELOPE
ASSEMBLY
LOUVER ANCHOR
BRACKETS BY LOUVER
MFR. (MIN. 2)
ALUMINUM END WALL CAP
LOUVER ANCHOR
BRACKETS BY LOUVER
MFR. (MIN. 2)
BACKER ROD AND SEALANT
2" METAL FLASHING WITH
HEMMED EDGE AND END DAMS
ALIGN LOUVER WITH METAL
PANEL
EXTERIOR ENVELOPE
ASSEMBLY
LINE OF HORIZONTAL
MULLION BELOW
INSULATED GLASS UNIT
(IGU1) @ G6;
INSULATED METAL PANEL
(IMP1) (CHAMPAGNE PEARL
COATING AND EQUAL) @ G6.1
INTERMEDIATE MULLION
SILL BELOW
SILL BELOW
2"
/2
LINE OF HORIZONTAL MULLION
BELOW
INSULATED GLASS UNIT (IGU1)
LINE OF HORIZONTAL
MULLION BELOW
SILL BELOW
6" METAL STUD
INSULATED GLASS UNIT (IGU1)
@ A16;
INSULATED METAL PANEL
(IMP1) (CHAMPAGNE PEARL
COATING AND EQUAL) @ A16.1
WOOD BLOCKING
3/8" JT.
2"
/2
EXTERIOR ENVELOPE
ASSEMBLY
EXTERIOR BACKER ROD
AND SEALANT TYP.
BOTH SIDES
SILL BELOW
JAMB MULLION
LINE OF HORIZONTAL
MULLION BELOW
INSULATED GLASS UNIT
(IGU1)
INTERMEDIATE MULLION
SILL BELOW
SILL BELOW
2"
/2
LINE OF HORIZONTAL MULLION
BELOW
INSULATED GLASS UNIT (IGU1)
STEEL MULLION
REINFORCING ANCHORED TO
ROOF DECK ABOVE AND
BELOW
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
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S U
B M
IT
T
E D
B Y
S
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C H
E C
K E
D B
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A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
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IO
N N
O
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3 5 7 9 11 13 15 17 19
L
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E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N E
W D
A
IR
Y F
O R
A G
E R
E S
E A
R C
H C
E N
T E
R
A u to d e s k D o c s
/1 U
S D
A D
F R
C /4
-A
-A R
E A
A -C e n tr a l.
rv t
/1
/2
:1
:1
P
M
A-532-A
E X
T E
R
IO
R W
IN
D
O W
A N
D L
O U
V E
R D
E T
A
IL
S
A R
E A
A
L A
B
A D
M
IN
P R
A
IR
IE
D
U S
A C
W
I O
M A
H A
D
IS
T R
IC
T
H D
R A
R L
IN
G T
O N
V
IR
G
IN
IA
T D
H Y
IW
M
T C
G
G K
T G
H
Y
/0
/2
W F
C
W F
C
3" = 1'-0" A6
SPANDREL WINDOW JAMB
3" = 1'-0"
A16.1
TYPICAL WINDOW JAMB
A16 3" = 1'-0"
A11.1
WINDOW JAMB
A11
3" = 1'-0" G11
LOUVER JAMB
3" = 1'-0"
G16
LOUVER JAMB
3" = 1'-0" G6.1
INTERMEDIATE VERT. MULLION
G6
R T
A
/0
/2
A d d e n d u m
I n q u ir y
/0
/2
A d d e n d u m
I n q u ir y
/2
/2
3" = 1'-0" A1
CLERESTORY WINDOW JAMB
3" = 1'-0" G1
CLERESTORY REINFORCED MULLION
CP2
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 MHMH
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
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IN
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B
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D B
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C O
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N O
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N N
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3 5 7 9 11 13 15 17 19
L
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C R
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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S:
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PL
AN
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N E, S U
IT
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PE
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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
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/1
3/
AD
D
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D
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/2
0/
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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
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
WELL
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
G G G
G
F F
F F
G G G G G G
G G
G
G G
G
G G
G G G G G G
G G
G G
G G
G
W W
W W
W W
W W
W W
W W
W
W
W
W
W
W W W W W W
W
W
W
W W W W
SAN
SAN
SAN SAN
SA
N
SA
N
SA
N
SAN
SAN SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
E E
E E
EEEEEEEEEEEEEEEEEEEEE
E
E
E
SA
N
SA
N
SAN
SAN
SAN
SAN
S
S S
SAN
SAN
F F F
F
F F
FFFFFFFF
F
F F
F F
F
F F
F F
F F F F F F F
F F
F F
SA
N
SA
N
SA
N
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
F F F F F F
F
F
FF
F
F
F
F
F
FF
B8
B1
A
B2 B3
B4 B5 E1
E2 B6
C1
C1
C2
C3
B10
B9
B15
B11
B7
B13
SCO
S SSAN
G G
G G
SAN
SANSAN S
W GGGG
F
SSAN SAN
F
F F
FFFFF
F F
F F
CO
S
W W
W
FFH
FH
F
MH
MH
MH
MH MH
MH
MH MH
MH MHMH
MH
MH
MH
MH
MH
B15
6" Ø WATER MAIN CONNECTED
TO BLUFFVIEW SYSTEM, SEE
SHEET C-302
WORKING LIMITS
EXISTING BADGER
WELL 5
C1-2
C1-1
PROPOSED FIRE
PUMP HOUSE
330,000 GAL
WATER TANK
C4, SEE
SHEET C-355
BW1
BW2
S9 S8
BW3
BW10
S7 S6
BW4
BW5
S5BW8
BW9
S4S3
S2
S1
W1
W2 W3
W4
BW6
BW7
BW4
BW12
BW11
WELL
PROPOSED
NATURAL
GAS METER
PROPOSED
ELECTRIC
TRANSFORMER
GENERATOR
ELECTRIC
TRANSFORMER
GENERATOR
PROPOSED
ELECTRIC
SWBD
SWBD
SWBD
SANITARY SEWER PIPE TABLE
ITEM DESCRIPTION PIPE LENGTH PIPE DIAM. PLAN & PROFILE SHEET
S1 SANITARY SEWER MAIN 270 10" C-325
S2 SANITARY SEWER MAIN 272 10" C-325
S3 SANITARY SEWER MAIN 257 8" C-325 & C-326
S4 SANITARY SEWER MAIN 56 8" C-326
S5 SANITARY SEWER MAIN 247 8" C-326
S6 SANITARY SEWER MAIN 313 8" C-326 & C-327
S7 SANITARY SEWER MAIN 203 8" C-327
S8 SANITARY SEWER MAIN 260 8" C-327
S9 SANITARY SEWER B11 SERVICE 120 4" C-327
BADGER 5 WATER LINE PIPE TABLE
ITEM DESCRIPTION PIPE LENGTH PIPE DIAM. PLAN & PROFILE SHEET
BW1 BADGER 5 OFFSITE MAIN 876 6" C-315
BW2 BADGER 5 ONSITE MAIN 142 8" C-316
BW3 BADGER 5 ONSITE MAIN 456 8" C-316
BW4 BADGER 5 ONSITE MAIN 1157 6" C-317 & C-318
BW5 BADGER 5 ONSITE MAIN 178 6" C-318
BW6 BADGER 5 ONSITE MAIN 1308 6" C-319 & C-320
BW7 BADGER 5 SERVICE - B8 714 8" C-321
BW8 BADGER 5 SERVICE - B13 81 8" C-322
BW9 BADGER 5 SERVICE - A 237 6" C-322
BW10 BADGER 5 SERVICE B9 121 6" C-323
BW11 BADGER 5 SERVICE B11 187 6" C-323
BW12 BADGER 5 ONSITE MAIN 30 8" C-316 & C-317
BLUFFVIEW WATER LINE PIPE TABLE
ITEM DESCRIPTION PIPE LENGTH PIPE DIAM. PLAN & PROFILE SHEET
W1 BLUFFVIEW OFFSITE MAIN 8725 6" C-307 TO C-313
W2 BLUFFVIEW A SERVICE LINE 138 4" C-314
W3 BLUFFVIEW B4 SERVICE LINE 92 2" C-314
W4 BLUFFVIEW B1 SERVICE LINE 348 2" C-314
100' 200'0
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
AW
N
B Y:
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B
Y:
SU
BM
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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
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C
A
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AT
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AR
K
D
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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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PR
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AC
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\C -1
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P
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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/
AD
D
EN
D
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/2
0/
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TI
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TY
P
LA
N
C-104
NOTES:
1) FOR ELECTRICAL SITE PLAN SEE SHEET ES-101
2) FOR TELECOMMUNICATIONS SITE PLAN SEE SHEETS T-100.1 & T-100.2
3) FOR BLUFFVIEW WATER SERVICE PLAN SEE SHEETS C301 & C302
4) FOR BADGER WELL 5 SERVICE PLAN SEE SHEETS C301-C302
5) FOR BLUFFVIEW SANITARY SERVICE PLAN SEE SHEET C301
6) FOR GAS SITE PLAN SEE SHEET PS-101
7) FOR FENCING SEE SHEETS C-103 & C-110, SPECIFICATIONS
PLAN
NORTH
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
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R
S
D R
AW
N
B Y:
D
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N
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B
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SU
BM
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D B
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C H
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D B
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AN
SI
D
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SU
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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
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C
A
D
AT
E M
AR
K
D
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C R
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TI
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
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PR
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D U
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2:
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S:
\2
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C
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SD
A
AR
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Ag
\B id di ng
R
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D ra w in gs \C
-1
S
IT
E R
O
AD
P
LA
N
SH
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T 1.
dw g
N . D
R
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S
LA
N E, S U
IT
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PE
O
R
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
U M
/1
1/
AD
D
EN
D
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/1
3/
AD
D
EN
D
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/2
0/
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
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N N
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3 5 7 9 11 13 15 17 19
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D
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D
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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
1" = 600'
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'
27' 30'
39'
26'
3'
10'
54' 100' 88'
54'
45'
25'
MATCH LINE C107 - C108
CONCRETE BENEATH SCALE AND
SCALE APPROACHES - 25FT EA. WAY
54'
37'
36'
24' 16' 90'
129'
39'
145'
24'
52'
31'
6'
73'
44'
2'
45'
41'
580'
R15
R25'
R20'
R30
R20
R20'
R15'
R20'
R25'
R23
R25'
R22
R65 'R65'
R20'
R20'
R10'
R10'R10' R10
20'
0'
20'
WORKING LIMITS
2' AGGREGATE
SHOULDER (TYP.)
20'
10'
CONCRETE DUMPSTER
PAD
40'
LOADING
DOCK
48'
46'
46'
46'
45'
46'
R20'
R20'
R20'
R20'
R30'
R20'
22'
20'
34'
C4
7'
93'
90'
58'
R15'
R20'
R10'
27'
R20'
R18'
12'
9'
30'
34'
40'
54'
STOP SIGN
6' X 6' SIDEWALK STOOP
BY MAN DOOR, TYP.57'
20'
GENERATOR
FIRE HOUSE
PUMP
TRANSFORMER
PAD
22'
19' 58'
20'
5'
FR
O
M E
D G
E O
F R
O
AD
104'
3'
SWBD
SWBD
40' 80'0
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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PS
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N N
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3 5 7 9 11 13 15 17 19
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C
A
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AR
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D
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C R
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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AC
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3-
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D
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1/
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D
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1/
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D
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3/
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D
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D
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C-107
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
1" = 600'
CP2
0+
.4
0+
60POE: 0+60.00
S
C3
C2
B10
B15
B9
B14
B6
M
AT
C H
LI
N
E C
6-
C
MATCH LINE C107 - C108
12'
12'
12'
46'
24'
119'
143'
20'
9'
199'
290'
66'
218'
454'
R10'
R9'
R10 'R10'
R10' R10
R25
12'
MATCHLINE C106 - C108
R20'
58'
99'
R30'
32' 37'
R23'
R20'
R25'
20'
' 20'
29'10
38'
C4
B5
B11
25'
103'
106'
45'
38'
141'
0'
31'
49'
12'
7'
R9'
R9'
WORKING LIMITS
39' 121'
R20'
STOP SIGN
B12.1
B12.2
B13
217'
6'
41'
' 30
GENERATOR
SWBD
50' 100'0
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
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F
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R
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D R
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B Y:
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N N
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3 5 7 9 11 13 15 17 19
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D
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C R
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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D
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D
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D
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D
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P
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C-108
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
6' X 6' SIDE WALK STOOPS
BY MAN DOOR, TYP.
KEY MAP
1" = 600'
0+00
GRAVEL PARKING LOT
(9) PARKING
SPACES
(26) PARKING
SPACES
(1 8)
P
AR
KI
N
G S
PA
C
ES
TO A
ADA PARKING SIGN,
SEE DETAIL SHEET C-504
(1) ADA
PARKING STALL,
SEE NOTE 1
6'
ADA PARKING
SIGN SEE DETAIL
SHEET C-504
(14) PAR
KIN
G
SPAC
ES
(2) ADA PARKING
STALLS, SEE NOTE 1
SEE STRIPING
AND SYMBOL DETAILS
SHEET C-504
130'
0'
20'24'40'20' 26'
5'
CONCRETE
SIDEWALK
A
B1 B2
13 13
0'
STOP SIGN
6' X 6' SIDEWALK STOOP
BY MAN DOOR, TYP.
6.
3'
FR
O
M E
D G
E O
F R
O
AD
9'
FR
O
M E
D G
E O
F R
O
AD
SWBD
TRANSFORMER
GENERATOR
10' 20'0
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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PS
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B Y:
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D B
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C O
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N O
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AT
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N N
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3 5 7 9 11 13 15 17 19
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AR
K
D
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C R
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
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A
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C
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Ag \B id di ng R
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D ra w in gs
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P
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N G
L O
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P
LA
N
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N . D
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, I L
9-
3-
AD
D
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D
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/0
2/
AD
D
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D
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Q U
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/1
1/
AD
D
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D
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/1
1/
AD
D
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/1
3/
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D
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C-109
NOTES:
1. ADA PARKING STALLS SHALL BE PAVED IN
CONCRETE
PROPOSED PARKING SPACES:
REGULAR = 64
ADA = 3
TOTAL = 67
2. ONLY ADA SPACES SHALL BE STRIPED.
OTHER SPACES SHOWN ON PLAN TO SHOW
NUMBER PROVIDED.
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
PLAN
NORTH
KEY MAP
1" = 600'
1.
3.
0+00
2.
9.
4.
5.
0+50
6.
2.
8.
4.
1+00
9.
3.
1.
3.
1+50
3.
2.
4.
2.
2+00
3.
1.
3.
4.
2+50
3.
2.
3.
6.
3+00
2.
3.
2.
5.
3+50
2.
7.
2.
7.
4+00
EXISTING GRADE
18" COMPACTED CLAY LINER
SEE SHEET C-516
5" CONCRETE
SLAB, SEE
SHEET C-515
T/O BERM: 866.5'
SLOPES 3:1
(TYP.)
FENCE, SEE SHEET C-502 (TYP.)
PROPOSED GRADE
CP 9
SSD 1
EL = 851.37'
EL = 852.89'
EL =853.28'
EL = 848.96'
EL =850.48'
EL =850.89'
11.68'
CONCRETE ENCASED DUCT BANK
LEGEND
SYMBOL ITEM
EXISTING GRADE
PROPOSED GRADE
PROPOSED CONCRETE HATCH
PROPOSED CLAY LINER HATCH
1' = 20'
SECTION - WASTE STORAGE (C1)1
US Army Corps of Engineers ®
SHEET ID
U S
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3 5 7 9 11 13 15 17 19
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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C-232
20' 40'0
10' 20'0
HOR.
VER.2' 4'
6.
0+00
3.
0.
4.
0+50
9.
3.
8.
6.
1+00
8.
6.
9.
6.
1+50
9.
6.
0.
5.
2+00
1.
5.
2.
5.
2+50
2.
3.
3.
5.
3+00
3.
5.
3.
5.
3+50
2.
5.
2.
6.
4+00
3.
6.
3.
6.
4+50
2.
5.
2.
2.
5+00
FENCE, SEE
SHEET C-502 (TYP.)
T/O BERM: 866.5
EXISTING
GRADE (TYP.)
T/O BERM: 865.5
WIER
18" COMPACTED CLAY LINER
SEE SHEET C-516
5" CONCRETE
SLAB, SEE
SHEET C-516
T/O BERM: 865.5
C1 VALVE VAULT,
SEE SHEET C-518
C1 PUMP STATION
SEE SHEET C-517
12" Ø FORCEMAIN
SEE SHEET C-357
18"Ø FLOATING INTAKE PIPE
FROM C1-1
18"Ø INTAKE PIPE
FROM C1-2
T/O BERM: 866.5
PROPOSED
GRADE
(TYP.)
SSD 1
SSD 4
EL = 861.43'
EL = 862.93'
EL = 863.35'
CONCRETE ENCASED
DUCT BANK
LEGEND
SYMBOL ITEM
EXISTING GRADE
PROPOSED GRADE
PROPOSED CONCRETE HATCH
PROPOSED CLAY LINER HATCH
1' = 20'
SECTION - WASTE STORAGE (C1)1
US Army Corps of Engineers ®
SHEET ID
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