W912p6140011_Dispersal_Barrier_1_Project_B_Plans_Amendment0002.pdf
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Amended and Newly Added Plan Sheets for Soliciation W912P6-14-B-0011.
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IDENTIFICATION
SHEET
D A
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®of Engineers
US Army Corps
SHEET OF
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
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NN NN
LOCATION MAP VICINITY MAP
(N.T.S.) (N.T.S.)
Contract: W912P6-XX-X-XXXX
AUGUST 8, 2014
Certified Final Documents - RTA W912P6-14-B-0011
D A
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G-001
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A N
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R O
B O
S K I, P .E
CANAL
BOUNDARIES
PROJECT
LOCATION
PROJECT
ROMEOVILLE, ILLINOIS
CHICAGO SANITARY SHIP
CANAL FISH BARRIER I - PROJECT B
W P -1
-B -0
A U
G U
S T
A N
S I
D
P N
-F
B
A
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WL02
WL01
WL12
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E D
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WL08
WL09 EDB
EDB EDB
WL15
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EDB
EDB
EDB
EDB
WL07 EDB
EDB
EDBEDB
WL16
EDBWL06 EDBEDB
EDB
WL20
WL19
EDB
EDB
WL17
EDB
WL18
EDB
WL21
WL22
WL23
WL10
WL11
FLOW
20' x 30'
EQUIPMENT BUILDING
EL. 585' ±
T5
T2 T1 T4 T3
AC UNIT WITH HEATING
ELEMENT
BARRIER IIB
BARRIER IIA
SLOPE
NRG
S L
O P
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S L O
P E
NRG
NRG
WL14
WL13
WL05
WL24
WL04
WL03
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
SHEET OF
NN
ON THE WEST SIDE
EXISTING ACCESS ROAD
WORKLIMITS
WORKLIMITS
EXISTING ELECTRODES
BE CONSTRUCTED BY OTHERS
LOCATION FOR ELECTRODES TO
EXISTING ELECTRODES
NAME NORTHING EASTING
WORK LIMITS
CHICAGO SANITARY AND SHIP CANAL
USACE TRAILER
CONTRACTOR/
NAME NORTHING EASTING
WL24 1811487.04 1059102.46
WL23 1811576.89 1059102.46
WL22 1811596.13 1059075.24
WL21 1811946.03 1059075.64
WL20 1812294.94 1059090.49
WL19 1812404.11 1059107.25
WL18 1812562.73 1059133.98
WL17 1812788.95 1059165.41
1813185.33 1059195.47WL16
WL15 OPTION AREA WL
WL14 OPTION AREA WL
WL13 OPTION AREA WL
WL12 1813193.13 1059092.22
WL11 1812637.46 1059046.75
WL10 1812633.87 1059090.04
WL09 1812472.54 1059079.88
WL08 1812456.95 1059071.63
WL07 1812192.13 1059051.55
WL06 1812026.00 1059041.02
WL05 1811488.96 1058984.59
WL04 1813346.32 1058949.78
WL03 1813355.82 1058837.11
WL02 1811801.92 1058717.44
WL01 1811793.96 1058823.47
1813185.33 1059195.47WL16
WL15 1813482.02 1059217.84
WL14 1813777.25 1059292.08
WL13 1813791.10 1059153.53
WL12 1813193.13 1059092.22
PLACEMENT.
6. CONTRACTOR TO COORDINATE TRAILER LOCATION WITH COR PRIOR TO
FISH BARRIER SITE, TO ENSURE THERE ARE NO CONSTRUCTION IMPACTS.
5. CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS ON
UTILIZING THE AREA
END OF JULY 2015, AS ANOTHER CONSTRUCTION PROJECT WILL BE
4. CONTRACTOR SHALL NOTE THAT OPTION AREA CAN ONLY BE UTILIZED TILL
OPTION IS AWARDED FROM CONTRACT.
3. CONTRACTOR TO NOTE THAT OPTION AREA SHALL ONLY BE UTILIZED IF
CONNECTION WITH LOCAL UTILITY PROVIDER.
2. CONTRACTOR TO COORDINATE ELECTRICAL DUCT BANK AND ELECTRICAL
1. CONTRACTOR TO RELOCATE AND REPLACE EXISTING FENCE AS NEEDED.
:NOTES
WORKLIMITS
WORKLIMITS
OPTION AREA WORK LIMITS - NORTHERN AREA
OPTION AREA WORK LIMITS - NORTHERN AREA
PERMANENT BARRIER I
/2
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
EDBEDB
EDBEDB
EDB
EDB
EDB
C U
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C
P
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BARRIER IIA
A
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IN
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H E
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NN
EX. POWER POLE (TYP.)
BNSF RR (TYP.)
CONNECTION WITH LOCAL UTILITY PROVIDER.
2. CONTRACTOR TO COORDINATE ELECTRICAL DUCT BANK AND ELECTRICAL
1. CONTRACTOR TO RELOCATE AND REPLACE EXISTING FENCE AS NEEDED.
:NOTES
SEE ES SHEETS
DUCT BANK MANHOLE
PROPOSED ELECTRIC
SEE ES SHEETS
DUCT BANK MANHOLE
PROPOSED ELECTRIC
SEE ES SHEETS
DUCT BANK
PROPOSED ELECTRIC
SEE ES SHEETS
DUCT BANK MANHOLE
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R
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
WP
WP
WP
WP
S
WP
EDB
EDBEDBEDBEDBEDBEDB
BARRIER IIB
586586
SLOPE
S L
O P
E
S L O
P E
58758
M A
T C
H L
IN
E T
O S
H E
E T C -1
NN
M A
T C
H L
IN
E T
O S
H E
E T C -1
EX. POWER POLE (TYP.)
BNSF RR (TYP.)
SEE SHEET C-108
SEE NOTE 3
MOTORIZED GATE
SUBMIT DETAILS FOR APPROVAL.
3. CONTRACTOR TO COORDINATE TYPE OF MOTORIZED GATE WITH COR AND
CONNECTION WITH LOCAL UTILITY PROVIDER.
2. CONTRACTOR TO COORDINATE ELECTRICAL DUCT BANK AND ELECTRICAL
1. CONTRACTOR TO RELOCATE AND REPLACE EXISTING FENCE AS NEEDED.
:NOTES
SEE ES SHEETS
DUCT BANK
PROPOSED ELECTRIC
SEE ES SHEETS
DUCT BANK MANHOLE
PROPOSED ELECTRIC
/2
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
EDB
EDB EDB
EDB EDB
EDB
20' x 30'
EQUIPMENT BUILDING
EL. 585' ±
T5
T2 T1 T4 T3
AC UNIT WITH HEATING
ELEMENT
B O
R E
H O
L E
B O
R E
H O
L E
B O
R E
H O
L E
B O
R E
H O
L E 584
R A
C E
W A
Y R
A C
E W
A Y
B C
C U
T "X
B C
B C B
C
B C
WORKSHOP
IT TECHNICIAN
LOADING DOCK AREA
LOWER LOBBYROOM
MEN'S
OFFICE 2OFFICE 1
LOWER HALLWAY
SUMP
ROOM
PLUMBING ROOM
WOMEN'S
CORRIDORCORRIDOR
ALCOVE 2
LOWER EQUIPMENT
ALCOVE 1
LOWER EQUIPMENTCLOSET
ROOM 2
LOWER MECHANICAL
ROOM 1
LOWER MECHANICAL
ROOM
ELECTRICAL
NORTH
ROOM
MECHANICAL
NORTH
SPANG AND PULSER ROOM 2
STORAGE ROOM 2
SPANG AND PULSER ROOM 1
ROOM 2
SWITCH GEAR
STORAGE ROOM 1
ROOM 1
SWITCH GEAR
SERVER ROOM
ROOM
CONFERENCE -BRIEFINGROOM
MECHANICAL
SOUTH
ROOM
ELECTRICAL
SOUTH
NN
M A
T C
H L
IN
E T
O S
H E
E T C -1
EXISTING ROADWAY M
A
T C
H L
IN
E T
O S
H E
E T C -1
ENTRANCE
CURB THE LENGTH OF
CONTRACTOR TO CUT
ENTRANCE
CURB THE LENGTH OF
CONTRACTOR TO CUT
SEE SHEET C-108
SEE SHEET C-108
WALKWAY ELEVATION
MATCH EXISTING
T/WALK - 587.0
T/WALK - 586.9
T/WALK - 587.0
T/WALK - 586.9
T/WALK - 587.0
T/WALK - 586.9
T/WALK - 587.0
T/WALK - 586.9
T/WALK - 587.0
T/WALK - 586.9
T/WALK - 586.0
T/WALK - 585.9
CANAL
DRAINAGE TO
ENSURE POSITIVE
CONTRACTOR TO
SEE NOTE 3
MOTORIZED GATE
DOUBLE SWING GATE
REUSED
BE REMOVED AND
EXISTING FENCE TO
SEE SHEET C-503
JERSEY BARRIER FENCE
SEE SHEET C-503
JERSEY BARRIER FENCE
ALONG CANAL BE INSTALLED BEFORE WALKWAY INSTALLATION.
4. CONTRACTOR TO NOTE THAT BUILDING GROUNDING AND LIGHTING PROTECTION
SUBMIT DETAILS FOR APPROVAL.
3. CONTRACTOR TO COORDINATE TYPE OF MOTORIZED GATE WITH COR AND
CONNECTION WITH LOCAL UTILITY PROVIDER.
2. CONTRACTOR TO COORDINATE ELECTRICAL DUCT BANK AND ELECTRICAL
1. CONTRACTOR TO RELOCATE AND REPLACE EXISTING FENCE AS NEEDED.
:NOTES
AND REUSED
TO BE REMOVED
EXISTING FENCE
MAN GATE
SEE ES SHEETS
DUCT BANK MANHOLE
PROPOSED ELECTRIC
SEE ES SHEETS
DUCT BANK
PROPOSED ELECTRIC ENTRANCE
CURB THE LENGTH OF
CONTRACTOR TO CUT
M
N
D D I
N G
(SEE SPECIFICATIONS)
TRENCH BACKFILL
N
EXISITNG GRADE
WATERLINE (TYP.)
1" BLACK PLASTIC
ELECTRIC CONDUIT
ƒ" BLACK PLASTIC
AND WELL SPECIFICATIONS
SEE DETAIL BELOW
1" PVC WATER LINE
EXISTING WELL
COORDINATE WITH COR.
FILL. CONTRACTOR TO
VOID WITH FLOWABLE
CONTRACTOR TO FILL
COORDINATE WITH COR.
FILL. CONTRACTOR TO
VOID WITH FLOWABLE
CONTRACTOR TO FILL
A & B
C-301 & 302
A&B
C-301 & 302
MEET EXISTING
MEET EXISTING
P - 586.4 T/C - 586.9P - 586.4
T/C - 586.9
DETAIL 3.
SEE SHEET E-501
HANDHOLE (TYP.)
MEET EXISTING
MEET EXISTING
MEET EXISTINGMEET EXISTING
S-101
SEE SHEET
BOLLARD (TYP)
DETAILS
FOUNDATION
S-101 FOR
SEE SHEET
DETAILS
FOUNDATION
S-101 FOR
SEE SHEET
DETAILS
FOUNDATION
S-101 FOR
SEE SHEET
/2
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-F
B
W P -1
-B -0
A U
G U
S T
P E
R M
A N
E N
T B
A R
R
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WITH STONE
BACKFILL
CANAL AND
DRAINAGE TO
ENSURE POSITIVE
CONTRACTOR TO
40'0 20'
TYPICAL TRENCH DETAIL
ELECTRICAL/WATER SERVICE TO WELL PUMPS
N.T.S.
R
E V
IS
E D M
A T
C H L
IN
E /P
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W A
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L
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
E D
B
E D
B
E D
B
EDBEDB
EDB
EDB
NN
M A
T C
H L
IN
E T
O S
H E
E T C -1
BNSF RR (TYP.)
EX. ROADWAY
T/WALK - 585.0
T/WALK - 584.9
T/WALK - 585.0
T/WALK - 584.9
T/WALK - 585.0
T/WALK - 584.9
T/WALK - 585.0
T/WALK - 584.9
CANAL
DRAINAGE TO
ENSURE POSITIVE
CONTRACTOR TO
CANAL
586.00 WITH POSITIVE DRAINAGE TO
CONTRACTOR SHALL GRADE AREA TO
CONTRACTOR TO CLEAR AND GRUB AREA.
CANAL
586.00 WITH POSITIVE DRAINAGE TO
CONTRACTOR SHALL GRADE AREA TO
CONTRACTOR TO CLEAR AND GRUB AREA.
CANAL
586.00 WITH POSITIVE DRAINAGE TO
CONTRACTOR SHALL GRADE AREA TO
CONTRACTOR TO CLEAR AND GRUB AREA.
REMOVED AND REUSED
EXISTING FENCE TO BE
REMOVED AND REUSED
EXISTING FENCE TO BE
SEE SHEET C-503
JERSEY BARRIER FENCE
SEE ES SHEETS
DUCT BANK MANHOLE
PROPOSED ELECTRIC
SEE ES SHEETS
DUCT BANK
PROPOSED ELECTRIC
SEE SHEET C-503
JERSEY BARRIER FENCE
TRAILER, CONCRETE PAD, ETC WITH COR.
3. CONTRACTOR TO COORDINATE DEMOLITION OF DEMONSTRATION BARRIER
CONNECTION WITH LOCAL UTILITY PROVIDER.
2. CONTRACTOR TO COORDINATE ELECTRICAL DUCT BANK AND ELECTRICAL
1. CONTRACTOR TO RELOCATE AND REPLACE EXISTING FENCE AS NEEDED.
NOTES:
SEE NOTE 3.
CONTRACTOR TO DEMOLISH DEMONSTRATION BARRIER.
E - 1059135.67 N - 1813623.36
T/WALK - 584.9
E - 1059139.15 N - 1813622.99
T/WALK - 585.0
A & B
C-301 & C-302
A & B
C-301 & C-302
DETAIL 3.
SEE SHEET E-501
HANDHOLE (TYP.)
/2
F
IL
E N
A M
E
F
IS
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
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IN
E E
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C H
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A G
O
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C H
IC
A G
O D
IS
T R
E P
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L A
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C-106
D B
J O
H N G
R O
B O
S K I, P .E
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C H L
A N
G E
L
C-106
Z A
C H L
A N
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/2
F
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A M
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-F
B P
N -F
B
W P -1
-B -0
A U
G U
S T
A U
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S T
W P -1
-B -0
A N
S
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IS
E D N
O T
E A
N D E
X E
L E
V A
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IO
L
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A T
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A M
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D W
N B
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C K
D B
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D E
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N E
D B
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D E
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2 3
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A
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M A
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A P
P R
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B M
IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
583583
585585585
585585
586586
587587
588588
588588
NN
CONNECTION WITH LOCAL UTILITY PROVIDER.
2. CONTRACTOR TO COORDINATE ELECTRICAL DUCT BANK AND ELECTRICAL
1. CONTRACTOR TO RELOCATE AND REPLACE EXISTING FENCE AS NEEDED.
:NOTES
SECURITY CAMERA
PAD FOR FUTURE
10'x10' CONCRETE
SHEETS
SEE ELECTRICAL
HANDHOLE (TYP.)
SLAB. SEE SHEET C-308
PARASITIC CONTROL CABINET
SLAB. SEE SHEET C-308
PARASITIC CONTROL CABINET
SEE SHEET C-307
PARASITIC CONDUIT RACEWAY.
MEET EXISTING
REMOVED AND REUSED.
EXISTING FENCE TO BE
E - 1058933.35 N - 1813293.09
T/WALK - 584.4
E - 1058937.34 N - 1813292.78
T/WALK - 584.5
SLAB. SEE SHEET C-307
PARASITIC ACCESS VAULT
COORDINATE WITH COR.
FILL. CONTRACTOR TO
VOID WITH FLOWABLE
CONTRACTOR TO FILLA & B
C-301 & C-302
A & B
C-301 & C-302
/2
F
IL
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A M
E
F
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H B
A R
R
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R I P
R O J E
C
A R
M Y C
O R
P S O
F E
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IN
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R S
C H
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A G
O
IL
C H
IC
A G
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IS
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IT
E P
L A
N
C-107
D B
J O
H N G
R O
B O
S K I, P .E
Z A
C H L
A N
G E
L
C-107
Z A
C H L
A N
G
/2
F
IL
E N
A M
E
-F
B P
N -F
B
W P -1
-B -0
A U
G U
S T
A U
G U
S T
W P -1
-B -0
A N
S
S
R
E A
L
IG
N E
D F
E N
C E L
O C
A T
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
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U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
E D
B
R O
O M
P L
U M
B
IN
G
R O
O M
M E
C H
A N
IC
A L
S O
U T
H
T
L O
A D
IN
G D
O C
K A
R E
A
R O
O M
E L E
C T
R
IC
A L
N O
R T
H R
O O
M
M E
C H
A N
IC
R T
H
P 586.1 T/C 586.6
P 586.75 T/C 587.25
P 585.6 T/C 586.1
P 586.4 T/C 586.9
CURB
TRANSITION
REVERSE GUTTER
DEPRESSION CURB
P 586.5 T/C 586.9
P 586.4 T/C 586.9
REVERSE GUTTER (TYP.)
MEET EXISTING T/C
MEET EXISTING T/C
P 586.7
PARKING AREA
DRIVEWAY AREA
MEET EXISTING T/C
MEET EXISTING T/C
P 585.8 T/C 586.3
INVERT-
RIM -
STORM SEWER INLET
P 585.6 T/C 586.1
OUTLET TO CANAL
6" STORM SEWER
P 585.8 T/C 586.3
P 586.5 T/C 587.0
P 586.2 T/C 585.7
P 586.8 T/C 587.3
P 585.5 T/C 586.0
2" - BITUMINOUS SURFACE COURSE, MIX C, N50
3" - BITUMINOUS BINDER COURSE, IL-19, N50
12" (MIN.) - AGGREGATE BASE COURSE, TYPE B
EXISTING GRADE
P 587.0 T/C 587.5
MEET EXISTING T/C
P 585.3 T/C 585.8
P 585.6 T/C 586.1
P 585.6 T/C 586.1
P 585.5 T/C 586.0
P 586.0 T/C 586.5
P 586.1 T/C 586.6
INVERT- 583.6
RIM - 585.6
STORM SEWER INLET
INVERT- 583.3
RIM - 585.3
STORM SEWER INLET
P 585.6 T/C 586.1
P 586.0 T/C 586.5
MEET EXISTING T/C
6" STORM SEWER
COR.
COORDINATE WITH
OUTLET TO CANAL
6" STORM SEWER
P 586.1 T/C 586.6
P 586.75 T/C 587.25
P 586.5 T/C 586.5
/2
F
IL
E N
A M
E
C-108
F
IS
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
Z A
C H L
A N
G
-F
B
W P -1
-B -0
A U
G U
S T
D E
T A
IL
20'0 10'
20'0 10'
PAVEMENT SECTION
N.T.S.
R
E V
IS
E D P
A R
K
IN
G L
O T A
N D E
X E
L
SHEET OF
/2
F
IL
E N
A M
A R
M Y C
O R
P S O
F E
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IN
E E
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C H
IC
A G
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C H
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IS
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R I P
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C T B s f s i ƒ s i s i s i
4sf-0si
1sf-1•si10•si10•si
1sf-6ƒsi10•si s i
1sf-0si s f s i s f s i
V A
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IE
S
V A
R
IE
S
VARIES
CANAL EDGE
NTS
SECTION
NTS
A
NTS
SECTION
NTS
B
A
* SEE NOTE 6
* SEE NOTE 6
C105
B C106 C107
C105C106 C107
TYPICAL EXPANSION JOINT DETAIL
TYPICAL CONSTRUCTION JOINT DETAIL
/2
F
IL
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C-301
F
IS
H B
A R
R
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R I P
R O J E
C
A R
M Y C
O R
P S O
F E
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A N
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A N
G
-F
B
W P -1
-B -0
A U
G U
S T
Z L
C-301
Z A
C H L
A N
G E
L A
U G
U S
T
J O
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R O
B O
S K I, P .E
A N
S I
D
W P -1
-B -0
P N
-F
B
S
ID
E W
A L
K S
E C
T
IO
N A
N D D
E T
A
IL
S S
ID
E W
A L
K S
E C
T
IO
N A
N D D
E T
A
IL
S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
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T
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N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
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A C
T
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N D
A
6. REINFORCING SHALL RUN CONTINUOUS THROUGH CONSTRUCTION JOINTS (CJ).
5. ALL CONCRETE CLEAR COVER SHALL BE 3 INCHES UNLESS OTHERWISE INDICATED.
AS MODIFIED BY THESE PLANS.
4. ALL PROVISIONS OF SPECIFICATION DIVISION 03 - CONCRETE SHALL REMAIN IN FORCE EXCEPT
REINFORCED WITH FRP BARS.
OF ACI 44.1R-06, GUIDE FOR THE DESIGN AND CONSTRUCTION OF STRUCTURAL CONCRETE
3. REINFORCING SHALL BE DETAILED AND INSTALLED PER THE LATEST EDITION
LENGTH OF 10".
2. A 90 DEGREE STANDARD HOOK SHALL BE USED TO CLOSE THE STIRRUPS WITH A TAIL
A MODULUS OF ELASTICITY OF 6,500,000 PSI OR BETTER.
REPORTED TENSILE STRENGTH OF 90,000 PSI OR BETTER, A RUPTURE STRAIN OF 0.014, AND
1. REINFORCING SHALL BE GLASS FIBER-REINFORCED POLYMER (GFRP) WITH A MANUFACTURER'S
FIBERGLASS REINFORCING AND CONCRETE NOTES:
THE JOINT, TYP.
8" ON EITHER SIDE OF
CONDUIT A MINIMUM OF
SURFACE AROUND THE
CONDUIT. GREASE THE
4" DIA PVC ELECTRICAL
SAW CUT DEEP 2"
JOINT SEALANT, TYP.
THE JOINT, TYP.
8" ON EITHER SIDE OF
CONDUIT A MINIMUM OF
SURFACE AROUND THE
CONDUIT. GREASE THE
4" DIA PVC ELECTRICAL
#4 @ 4" CLOSED STIRRUPS, TYP.
#4 CLOSED STIRRUPS, TYP.
ACCROSS THE TOP OF THE
8-#6 BARS SPACED EVENLY
AS SHOWN, TYP.
#6 BAR EITHER SIDEINSTALL AS NEEDED, TYP.
CONDUIT SUPPORT RACK,
THE #4 CLOSED STIRRUPS, TYP.
ACCROSS THE BOTTOM OF
15-#6 BARS SPACED EVENLY
CONDUIT, TYP.
4" I.D. PVC ELECTRICAL
EXISTING GRADE (TYP.)
STONE TO MATCH
BACKFILL WITH CA-7
CANAL AT ENDS OF WALKWAY SECTIONS.
(TYP.). PIPE TO OUTLET TOWARDS
THE ENTIRE LENGTH OF THE WALKWAY
FABRIC COVERING TO BE INSTALLED
6" DIA. PERFORATED ADS PIPE WITH
4" KICK PLATE, TYP.
RECOMMENDATIONS, TYP.
PRE THE MANUFACTURER'S
FIBERGLASS GUARDRAIL. INSTALL
#4 BAR @ 12"
#4 BENT BAR @ 12"
CONSTRUCTION
BRIDGING DURING SIDEWALK
CREVASSES
PROVIDE FORMS FOR
THE CONTRACTOR SHALL
CANAL EDGE, VARIES.
BEDROCK
EXISTING GROUND
THE PERIMETER OF THE #4 BAR, TYP.
12-#6 BARS SPACED EVENLY AROUND
BEDROCK
EXISTING GROUND
BAR, TYP.
" DIA BACKER 2
THE JOINT, TYP.
" FROM2
1" AND NO MORE THAN 24
TERMINATE THE REBAR A MINIMUM OF
EXPOSED EDGES, TYP.
" CHAMFER, ON4
JOINTS, TYP.
CONSTRUCTION
FILLER, OMIT AT
" EXPANSION JOINT2
R E
V
IS
E D D
E T
A
IL
T
IT
L E
S
GOVERNMENT FOR APPROVAL.
6. THE FIBERGLASS GUARDRAIL SYSTEM AND GRATING SHALL BE SUBMITTED TO THE
MANUFACTURER'S RECOMMENDATIONS.
5. THE FIBERGLASS GUARDRAIL SYSTEM SHALL BE ATTACHED AND INSTALLED PER THE
INCLUDING RECOMMENDED CLIP ASSEMBLIES.
4. THE GRATING SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS
" DEEP WITH A LOAD BAR SPACING OF 1" AND A TIE BAR SPACING OF 6".2
3. THE FIBERGLASS GRATING SHALL BE A PULTRUDED INDUSTRIAL WEIGHT FIBERGLASS
2. THE FIBERGLASS GUARDRAIL AND GRATING SHALL BE SAFETY YELLOW.
"(CORRUGATED)x0.125" THICK.2 1KICK PLATE SHALL BE 4"x
COMPONENTS. THE RAILS AND POSTS SHALL BE 2"x2"x0.156" SQUARE TUBE. THE
1. THE FIBERGLASS GUARDRAIL SHALL BE FABRICATED FROM PULTRUDED FIBERGLASS
FIBERGLASS GUARDRAIL AND GRATING NOTES FOR SIDEWALK AND DUCTBANK:
SAME FOR DETIAL A & B
6. SPACING DETAILS FOR THE CONDUIT PIPES AND CONCRETE ARE THE
THE SLAB THICKNESS TO ACCOMMODATE IRREGULARITIES.
5. CONSTRUCT THE SIDE WALK AND DUCT BANK ON BEDROCK, ADJUST
THE SIDEWALK AND DUCT BANK ARE INSTALLED.
6" DIA PERFORATED PIPE TO EXISTING FILL LINE AFTER
THE SIDEWALK AND DUCT BANK. BACK FILL WITH CA-7 STONE OVER THE
4. REMOVE EXISTING FILL AS NECESSARY TO CONSTRUCT
CONSTRUCTION JOINTS (CJ).
3. REINFORCING SHALL RUN CONTINUOUS THROUGH
SHALL BE GLASS FIBER-REINFORCED POLYMER (GFRP).
2. ALL SIDEWALK CONCRETE REINFORCING BARS
OTHERWISE NOTED.
1. ALL CONCRETE COVER 3" CLEAR UNLESS
GENERAL NOTES:
/2
F
IL
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A R
M Y C
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P S O
F E
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IN
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C H
IC
A G
O
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C H
IC
A G
O D
IS
T R
C-303
IS
H B
A R
R
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R I P
R O J E
C T B
Z A
C H L
A N
G E
L
A K
A U
G U
S T
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
W P -1
-B -0
2'-6"
6'
1'
1'
1'
12'-0"12'-0"
6'-3"
TYP.
6"
9'-0"
1'-0"
1'-0"
SEE PLANS
VARIES
P N
-F
B
T Y
P E A F
E N
C E D
E T
A
IL
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
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N D
A T
E
C-500
A-A
XXXXX
X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
XXXXX
X X X X X
XXXXX
XXX
X
X
X X X
XXXX
XXXX
X X X X
XXXX
XXXX
X X X X
XXXX
XXXXX
X X X X X
XXXXX
XXXX
X
X
X X X
XXX
X
NOTES:
LINE POST SECTION
ASSEMBLE
POST BRACE
TENSION WIRE
7 GAUGE
ON EXTENSION ARMS
BARBED-WIRE APRON
LINE POST
THE FABRIC
BOTTOM OF
" X3/4" MIN.16
STRETCHER BAR
OR PULL POST
CORNER, END,
BANDS
STRETCHER BAR
(3/8" MIN. DIA.)
TRUSS ROD
(TYP.)
TIE WIRES
(IDOT STD. 704001-04)
PRE-CAST CONCRETE BARRIER
(IDOT STD. 704001-04)
PRE-CAST CONCRETE BARRIER
HOG RINGS (TYP.)
TENSION WIRE
7 GAUGE
GRADE
EXISTING
(IDOT STD. 704001-04)
PRE-CAST CONCRETE BARRIER
N.T.S.
FRAME FOR GATES
BRACES
USE TYPE
(INCHES)
SIZE
NOMINAL
(POUNDS)
FOOT
WEIGHT/
5.79
3.12
2.27
2.721.50
1.25
2.00
2.50PIPE
PIPE
PIPE
PIPE
*ALL PIPE IS SCHEDULE 40
SUPPORTING ARMS
BARBED WIRE
REQUIRED
BRACE, WHERE
PLATE
CONNECTION
N.T.S.
(9 GAGE, 2" MESH)
CHAIN-LINK FABRIC
VINYL COATED
A C-500
LINE POST
704001-04.
JERSEY BARRIERS TO BE PINNED TOGETHER PER IDOT STD.
RECOMMENDATIONS.
ANCHOR SYSTEM. INSTALL PER THE MANUFACTURER'S
INTO THE JERSEY BARRIER USING A TWO COMPONENT CHEMICAL
THE STAINLESS STEEL THREADED ANCHOR RODS SHALL BE SET
GALVANIZE AND PVC COAT POSTS.
HOT DIP GALVANIZE BRACKET ASSEMBLIES AFTER FABRICATION.
GATES SUPPLIED.
RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL
ALL-WELDED GATE FRAMES. THE CONTRACTOR SHALL BE
BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE
FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL
WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY
ASTM F900 1.90" NOMINAL (ROUND). GATE FRAMES SHALL BE OF
ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF
DIRECTIONS TO ADJACENT LINE POST.
BRACE AND TRUSS ALL CORNER AND PULL POSTS IN BOTH
ADHERES TO ZINC-COATED STEEL.
COATING, IN ACCORDANCE WITH ASTM F1043, WHICH FUSES AND
ALL FENCE FRAMEWORK, POSTS AND GATES SHALL HAVE A PVC
ZINC-COATED STEEL.
WITH ASTM F668-CLASS 2B, WHICH FUSES AND ADHERES TO
ALL FENCE FABRIC SHALL HAVE A PVC COATING, IN ACCORDANCE
AND TRANSPORTATION.
GATE ASSEMBLY WHICH WERE DAMAGED DURING INSTALLATION
CONTRACTOR SHALL REPAIR ALL PORTIONS OF THE FENCE AND
OUTWARD FROM THE AREA BEING PROTECTED.
HAVE APRON EXTENDED
UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FENCE SHALL
SECURE AREA.
SHALL BE PLACED ON THE SIDE OPPOSITE TO
SECURED SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC
WIRE TIES, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE
THAT MATCH EXISTING.
TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION
INTENDED TO LIMIT OTHER
DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
LINE POSTS
END, CORNER, SLOPE, OR PULL
BAR BANDS
STRETCHER
GATE POST
(TYP.)
HINGE
ASSEMBLY
LATCH
GATE FRAME
N.T.S
STEEL 3/16" X 3/4" MIN.
STRETCHER BAR
WITH TURNBUCKLE
3/8" DIA. TRUSS ROD
BRACE
GATE POST (SEE
(TYPICAL)
TABLE THIS PAGE)
WATERTIGHT CAP
3/16" X 3/4" MIN.
STRETCHER BAR
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxx x x x x x x x xxxx
WIRE APRON
VERTICAL BARBED
ROD (TYP.)
" DIA TRUSS 8
9 GAUGE, 2" MESH
CHAIN LINK FABRIC
VINYL COATED
POST BRACING DETAIL
TYPE A - VINYL COATED FENCE ON CONCRETE BARRIER
DOUBLE SWING GATE
TYPE A - VINYL COATED FENCE WITH CONCRETE BASE
UNDER BARRIER
BASE FOR LEVEL BASE
3" TO 6" OF AGGREGATE
ON ROADSIDE
IDOT STANDARDS
REFLECTOR PER
PRISMATIC BARRIER
R E
V
IS
E D N
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
4321 5 6 7 8 9 10 11 12 13 14 15
A B
C
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
FOUNDATION PLAN
SCALE 1/16"=1'-0"
19423
S-101
K P
C
S T
E P
H E
N R T
R E
H A
R
IL
D
IN
G F
O U
N D
A T
IO
N
#4 @ 6" TYP. #4 @ 6" TYP.
1'-0" 1'-0"EQUIPMENT DIMENSION
2" CLEAR COVER TYP.
2" CLEAR COVER TYP.
TYPICAL EXTERIOR EQUIPMENT PAD SECTION
"=1'-0"4
3SCALE:
TYPICAL INTERIOR EQUIPMENT PAD SECTION
"=1'-0"4
3SCALE:
#4 @ 6" TYP.
8" EQUIPMENT DIMENSION 8"
3" CLEAR COVER TYP.
" CHAMFER TYP.4
" CHAMFER TYP.4
22'-0"13'-0" 20'-0" 24'-0" 26'-0" 26'-0" 22'-0" 20'-0" 24'-0" 24'-4" 29'-6"
CLOF FLOOR DRAIN, TYP
4'-4"
4'-9" 6'-6"
DRAIN LINE, TYP.
SLOPE SLAB TO
EXISTING SLAB SEGMENT
13'-4" 13'-4"
EXISTING SLAB SEGMENT
13'-4" 13'-4"
S101S101
A
S101
A S101
SECTION
" = 1'-0"8
3SCALE:
S101S101
B
S101
B S101
SECTION
" = 1'-0"8
3SCALE:
SIDEWALK DETAILS
SEE SHEET C-301 FOR #6 @ 6", TYP. #6 @ 12", TYP.
SHALL BE EPOXY COATED, TYP.
3. ALL EXTERIOR PAD AND FOUNDATION SLAB REINFORCING
2. SLOPE EXTERIOR PADS TO DRAIN TOWARDS THE CANAL, TYP
BEING PLACED DIRECTLY ON THE GROUND, TYP.
AS A FOUNDATION FOR EXTERIOR PADS WHEN THE PAD IS
1. AN 8" WELL-COMPACTED GRAVEL BASE SHALL BE PROVIDED
NOTES:
587.0
TOS
BEDROCK, TOP ELEVATION VARIES
#6 @ 6", TYP. #6 @ 12", TYP.
ELEVATION, TYP.
THICKNESS WILL VARY BASED ON BEDROCK
NOMINAL 1'-0" LAYER OF COMPACTED STONE,
4" CLEAR COVER TYP.
4" CLEAR COVER TYP.
4'-0"384'-6"±
P L
A N A
N D T
Y P
IC
A L S
E C
T
IO
N S
TYPICAL BUILDING FOUNDATION SECTIONS
S R
T
A N
S I
D
W P -1
-B -0
E R
IC
G S
A M
P S
O N
A U
G U
S T
FOR DETAILS, TYP.
SEE SHEET E-107
TRANSFORMER PADS,
20'-0"
67'-9"±
28'-0" 28'-0" 20'-0" 26'-0" 26'-0" 18'-0" 22'-0" 26'-0" 26'-0" 26'-0" 18'-0" 22'-0" 26'-0" 20'-0"22'-8"
1'-6"6"
V A
R
IE
S
C U
R B
M A
T C
BOLLARD "
S101S101
C
S101
C S101
SECTION
" = 1'-0"4
3SCALE:
80 PIPE. TYP.
6" DIA SCHEDULE
S H
E E
T R
E
IS
S U
E D
STIRRUP @ 6", TYP.
#3 ROUND
BEDROCK, TYP.
PINNED INTO THE
#6 STRAIGHT BAR
SPACED AS SHOWN, TYP.
8 - #6 WITH A 90° HOOK
NN
SHALL MATCH THE TOP OF CURB ELEVATION, TYP
THE EAST EDGE OF THE FOUNDATION SLAB
TRENCH DRAIN, TYP.
TRENCH DRAIN, TYP.
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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A P
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IL
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A M
H B
A R
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A R
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O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
19437
S-306
S203S306
ESECTION
"=1'-0"2
1SCALE: 1
4 - #6 TOP BARS, TYP.
" CLEAR COVER TYP.2
E G
S
S T
E P
H E
N R T
R E
H A
R N
E
S T
R U
C T
U R
A L S
E C
T
IO
N S
S H
E E
T
B E
A M
S A
N D C
O L
U M
N S
C L
OF BEAM
UNLESS OTHERWISE NOTED.
#4 CLOSED STIRRUPS @ 6", TYP.
COLUMN FACE, TYP.
6"6"
THE END THIRD OF THE BEAM
6" STIRRUP SPACING TYP. FOR
6" O.C.
THE MIDDLE THIRD OF THE BEAM
12" STIRRUP SPACING TYP. FOR
12" 12"12" O.C.
ACROSS THE BEAM LENGTH, TYP.
3 - #6 BOTTOM BARS, CONTINUOUS
ACROSS THE BEAM LENGTH, TYP.
4 - #6 TOP BARS, CONTINUOUS
ACROSS THE BEAM LENGTH, TYP.
3 - #6 BOTTOM BARS, CONTINUOUS
ACROSS THE BEAM LENGTH, TYP.
3 - #6 BOTTOM BARS, CONTINUOUS
CENTER LINE OF THE BEAM TYP.
REINFORCING IS SYMETRICAL ABOUT THE
3" MAX
S203S306
KSECTION
"=1'-0"2
1SCALE: 1
5 - #6 TOP BARS, TYP.
" CLEAR COVER TYP.2
1'-4"
S203S306
HSECTION
"=1'-0"2
1SCALE: 1
C L
OF BEAM
UNLESS OTHERWISE NOTED.
#4 CLOSED STIRRUPS @ 6", TYP.
COLUMN FACE, TYP.
6"6"
THE END THIRD OF THE BEAM
6" STIRRUP SPACING TYP. FOR
6" O.C.
THE MIDDLE THIRD OF THE BEAM
12" STIRRUP SPACING TYP. FOR
12" 12"12" O.C.
ACROSS THE BEAM LENGTH, TYP.
3 - #6 BOTTOM BARS, CONTINUOUS
6'-8" FROM THE FACE OF THE COLUMN, TYP.
5 - #6 TOP BARS, TERMINATE TWO OF THE BARS
ACROSS THE BEAM LENGTH, TYP.
3 - #6 TOP BARS, CONTINUOUS
ACROSS THE BEAM LENGTH, TYP.
3 - #6 BOTTOM BARS, CONTINUOUS
ACROSS THE BEAM LENGTH, TYP.
3 - #6 BOTTOM BARS, CONTINUOUS
CENTER LINE OF THE BEAM TYP.
REINFORCING IS SYMETRICAL ABOUT THE
3" MAX
S203S306
LSECTION
"=1'-0"2
1SCALE: 1
S R
T
A N
S I
D
W P -1
-B -0
E R
IC
G S
A M
P S
O N
A U
G U
S T
1'-2"
S203S306
ISECTION
"=1'-0"2
1SCALE: 1 S203S306
JSECTION
"=1'-0"2
1SCALE: 1
2 2 2 N
E W S
H E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
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N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
19432
S-703
E G
S
S T
E P
H E
N R T
R E
H A
R N
E
S R
T
A N
S I
D
W P -1
-B -0
E R
IC
G S
A M
P S
O N
A U
G U
S T
A N
D D
E T
A
IL
S S
T R
U C
T U
R A
L
P L
A N E
L E
V A
T
IO
N S
E C
T
IO
N S
F A
C A
D E O
P E
N
IN
G S
S703S703
ASECTION
"=1'-0"8
3SCALE:
S703S703
A
S703S703
BSECTION
"=1'-0"8
3SCALE:
S703S703
B
PLAN
"=1'-0"8
3SCALE:
S703S703
CSECTION
"=1'-0"8
3SCALE:
S703S703
C
S703S703
D S703S703
E
S703S703
D
S703S703
ESECTION
"=1'-0"4
3SCALE:
S703S703
GSECTION
"=1'-0"4
3SCALE: S703S703
FSECTION
"=1'-0"4
3SCALE:
S703 S703
SECTION
" =1'-0"4
3SCALE:
S703S703
1DETAIL
"=1'-0"4
3SCALE:
S703 S703
S703S703
2DETAIL
"=1'-0"4
3SCALE:
18'-0"
"16 36'-4 "8
55'-3 "16 36'-4
1'-4"
"8
4'-8" "8
"8
35'-4
REINFORCING DETAILS, TYP.
SEE SHEET S-404 FOR COLUMN
1"
19'-4"
8'-7""2 15'-4 "2
15'-4
S703S703
G S703S703
F 1'-4"
"8 53'-10
6"
"8
2'-6"
"8
1'-4"
@ 12", TYP.
STIRRUPS
#3 CLOSED
NOTE: REINFORCING SYMMETRICAL
AROUND CENTERLINE, TYP.
NOTE: REINFORCING SYMMETRICAL
AROUND CENTERLINE, TYP.
3 - #4 BENT BARS SPACED
AS SHOWN, TYP.
@ 6" TYP.
#5 BENT BARS
#4 BENT BAR, TYP.
#4 BAR STRAIGHT, TYP.
@ 10", TYP.
STIRRUPS
#3 CLOSED
@ 6" TYP.
#4 BENT BARS
#4 BENT BAR, TYP.
#4 BAR STRAIGHT, TYP.
STRAIGHT, TYP.
3 - #4 BARS
STIRRUP, TYP.
THE TOP OF THE CLOSED
3 - #4 BARS BENT ACROSS
STIRRUP, TYP.
THE TOP OF THE CLOSED
5 - #5 BARS BENT ACROSS
STRAIGHT, TYP.
3 - #5 BARS
#5 BENT @ 6" TYP.
#5 @ 8" TYP.
#4 BENT @ 6" TYP.
WINDOW AND DOOR CONCRETE FRAME ELEVATION
"=1'-0"8
3SCALE:
2 2 2 N
E W S
H E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
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C O
N T
R A
C T N
O
IDENTIFICATION
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IN
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C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
A-100
N
S I
D
19444
EAST ELEVATION
SCA;E 1/16"=1'-0"
WEST ELEVATION
SCA;E 1/16"=1'-0"
TYPICAL LONGITUDINAL BUILDING SECTION
SCA;E 1/16"=1'-0"
A A100
NORTH ELEVATION
SCA;E 1/16"=1'-0"
SOUTH ELEVATION
SCA;E 1/16"=1'-0" A101
BTYPICAL ADMINISTRATION WING SECTION
SCA;E 1/16"=1'-0"A101
CTYPICAL PRODUCTION WING SECTION
SCA;E 1/16"=1'-0"
E G
S S
R T
S T
E P
H E
N R T
R E
H A
R N
E
/1
B U
IL
D
IN
G E
L E
V A
T
IO
N S A
N D
T Y
P
IC
A L S
E C
T
IO
N S
P N
-F
B
A101
W P -1
-B -0
E R
IC
G S
A M
P S
O N
A U
G U
S T
A101 A101
S
T A
IR
C
O R
E C
H A
N G
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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IL
E N
A M
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A R
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IE
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P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
A-301
Y
P
IC
A L S
E C
T
IO
N S B
A Y
S -2
-3
-4
A N
S I
D
SECTION BAY 1-2
SCALE 3/16"=1'-0"
A SECTION BAY 1-2
SCALE 3/16"=1'-0"
B
SECTION BAY 2-3
SCALE 3/16"=1'-0"
SECTION BAY 3-4
SCALE 3/16"=1'-0"
A301 A301
C A301
D A301
19455
A101 A101
A101 A101
E G
S
S T
E P
H E
N R T
R E
H A
R N
E
P N
-F
B
S R
T W
P -1
-B -0
E R
IC
G S
A M
P S
O N
A U
G U
S T
S
T A
IR
S
T R
U C
T U
R A
L C
H A
N G
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
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C H
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A G
O
IL
C H
IC
A G
O D
IS
T R
A-302
Y
P
IC
A L S
E C
T
IO
N B
A Y
S -5
-6
-7
-8
A N
S I
D
SECTION BAY 6-7
SCALE 3/16"=1'-0"
C SECTION BAY 7-8
SCALE 3/16"=1'-0"
D
SECTION BAY 4-5
SCALE 3/16"=1'-0" A302
A SECTION BAY 5-6
SCALE 3/16"=1'-0"
B
19456
A101 A101
A101 A101
A302
A302 A302
E G
S
S T
E P
H E
N R T
R E
H A
R N
E
P N
-F
B
S R
T W
P -1
-B -0
E R
IC
G S
A M
P S
O N
A U
G U
S T
A
M E
N D
M E
N
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
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C O
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C T N
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O
IL
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IC
A G
O D
IS
T R
A-503A503A503
E G
S
S T
E P
H E
N R T
R E
H A
R N
E
D E
T A
IL
S
S R
T
A N
S I
D
W P -1
-B -0
P N
-F
B
E R
IC
G S
A M
P S
O N
A U
G U
S T
A503A503
HEAD DETAIL
" =1'-0"2
1SCALE: 1
3SILL DETAIL
" =1'-0"2
1SCALE: 1
A503A503
3JAMB DETAIL
" =1'-0"2
1SCALE: 1
A503A503
HEAD DETAIL
" =1'-0"2
1SCALE: 1
A503A503
5JAMB DETAIL
" =1'-0"2
1SCALE: 1
A503A503
6SILL DETAIL
" =1'-0"2
1SCALE: 1
A503A503
HEAD DETAIL
" =1'-0"2
1SCALE: 1
A503A503
8JAMB DETAIL
" =1'-0"2
1SCALE: 1
A503A503
9SILL DETAIL
" =1'-0"2
1SCALE: 1
T Y
P
IC
A L D
O O
R
BLOCKING, TYP.
SOLID CMU UNIT FOR
DOOR HOOD
DOOR TRACK
DOOR TRACK
MATCH EXTERIOR BLOCK COLOR
HALF CMU CASMENT BLOCK
GROUT BLOCK, TYP.
RECOMMENDATIONS, TYP.
DOOR MANUFACTURER'S
MOUNT THE DOOR PER THE
DOOR TRACK
GROUT BLOCK, TYP.
MATCH EXTERIOR BLOCK COLOR
FULL CMU CASMENT BLOCK
#4 BLOCK REINFORCEMENT, TYP
FOR DETAILS
THRESHOLD, SEE SPECIFICATIONS
SLOPE TO DRAIN, TYP.
WALL SHOE, TYP.
REINFORCED CONCRETE
RECOMMENDATIONS, TYP.
PER THE FRAME MANUFACTURER'S
PAINTED. INSTALLED AND SEALED
HOLLOW METAL DOOR FRAME,
WIRE ANCHOR, TYP.
MASONARY T-ANCHOR OR
INTERIOR CMU BLOCK, TYP.
DRIVEWAY, TYP.
SLOPE TO DRAIN DOWN
RECOMMENDATIONS, TYP.
PER THE FRAME MANUFACTURER'S
PAINTED. INSTALLED AND SEALED
HOLLOW METAL DOOR FRAME,
INDICATED ON THE DRAWINGS, TYP.
FIXED TRANSOM LIGHT WHERE
INTERIOR CMU BLOCK, TYP.
WIRE ANCHOR, TYP.
MASONARY T-ANCHOR OR
RECOMMENDATIONS, TYP.
FRAME MANUFACTURER'S
PAINTED. INSTALLED PER THE
HOLLOW METAL DOOR FRAME,
MATCH EXTERIOR BLOCK COLOR
FULL CMU CASMENT BLOCK
THE DRAWINGS.
OTHERWISE INDICATED ON
CMU LINTEL BLOCKS TYP. UNLESS
RECOMMENDATIONS, TYP.
FRAME MANUFACTURER'S
PAINTED. INSTALLED PER THE
HOLLOW METAL DOOR FRAME,
WALL SHOE, TYP.
REINFORCED CONCRETE S
H E
E T
2 2 2 N
E W S
H E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
A-504
E G
S
S T
E P
H E
N R T
R E
H A
R N
E
D E
T A
IL
S
S R
T
A N
S I
D
W P -1
-B -0
P N
-F
B
E R
IC
G S
A M
P S
O N
A U
G U
S T
T Y
P
IC
A L D
O O
R
A503A503
HEAD DETAIL
" =1'-0"2
1SCALE: 1
A503A503
11JAMB DETAIL
" =1'-0"2
1SCALE: 1
A503A503
12SILL DETAIL
" =1'-0"2
1SCALE: 1
S H
E E
T
STEEL STUD ANCHOR, TYP.
RECOMMENDATIONS, TYP.
INSTALL PER THE FRAME MANUFACTURER'S
HOLLOW METAL DOOR FRAME, PAINTED.
" HIGH IMPACT DRYWALL, TYP.8
FLOOR SLAB
2 2 2 N
E W S
H E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
A-505
E G
S
S T
E P
H E
N R T
R E
H A
R N
E
W
IN
D O
W S
S R
T
A N
S I
D
W P -1
-B -0
P N
-F
B
E R
IC
G S
A M
P S
O N
A U
G U
S T
T Y
P
IC
A L A
R C
H
IT
E C
T U
R A
L D
E T
A
IL
TYPICAL WINDOW DETAIL
SCALE: 1" =1'-0"
A505
R O
U G
H O
P E
N
IN
G
2'-0"
ROUGH OPENING
"4 11'-11
SILL, TYP.
EXTERIOR PRECAST
REQUIREMENTS, TYP.
MANUFACTURER'S GLAZING
SIZE PER THE WINDOW
2" x 2" NOMINAL DIMENSION, INTERMEDIATE MULLION
"8
2 2 2 N
E W S
H E
E T
SILL, TYP.
INTERIOR PRECAST
SOLID CMU BLOCKING, TYP.
REQUIREMENTS, TYP.
MANUFACTURER'S GLAZING
SIZE PER THE WINDOW
NOMINAL DIMENSION,
WINDOW FRAME 2" x 6"
PER THE WINDOW MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS.
2. INSTALL THE WINDOW UNITS, INCLUDING SEALING AND WEATHER STRIPPING
1. ALL WINDOWS SHALL BE BLAST RESISTANT, SEE SPECIFICATIONS.
GENERAL WINDOW NOTES:
A505
R O
U G
H O
P E
N
IN
G
TYPICAL RIBBON WINDOW DETAIL
" =1'-0"4
3SCALE:
AH
B C D
ROUGH OPENING ROUGH OPENING ROUGH OPENING
WB WC WD
SB SC SD
REQUIREMENTS, TYP.
MANUFACTURER'S GLAZING
SIZE PER THE WINDOW
2" x 2" NOMINAL DIMENSION, INTERMEDIATE MULLION
REQUIREMENTS, TYP.
MANUFACTURER'S GLAZING
SIZE PER THE WINDOW
NOMINAL DIMENSION,
WINDOW FRAME 2" x 6"
SILL WHERE INDICATED, TYP.
INTERIOR PRECAST
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
A-601
G
S
S T
E P
H E
N R T
R E
H A
R N
E
A R
C H
IT
E C
T U
R A
L S
C H
E D
U L E
S
D O
O R
S
S R
T
A N
S I
D
W P -1
-B -0
P N
-F
B
E R
IC
G S
A M
P S
O N
A U
G U
S T
3. TEMP = TEMPERED GLASS
2. SPEC = SPECIFICATION
1. HM = HOLLOW METAL
KEY:
2 2 2 N
E W S
H E
E
C D
4321 5 6 7 8 9 10 11 12 13 14 15 16
A B
C D
4321 5 6 7 8 9 10 11 12 13 14 15 16
A B
C D
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
ROOM
MECHANICAL
SOUTH
ROOM
WOMEN'S
ROOM
MEN'S
CORRIDOR
OFFICE 1 OFFICE 2
LOWER LOBBY
WORKSHOP
IT TECHNICIAN
CORRIDOR
LOWER HALLWAY
ROOM
CONFERENCE -BRIEFING SERVER ROOM
SPANG AND PULSER ROOM 1
ROOM 1
LOWER MECHANICAL
ALCOVE 1
LOWER EQUIPMENT
ROOM 1
SWITCH GEAR
STORAGE ROOM 1
SPANG AND PULSER ROOM 2
ROOM 2
LOWER MECHANICAL
ALCOVE 2
LOWER EQUIPMENT
STORAGE ROOM 2
ROOM 2
SWITCH GEAR
CLOSET
SUMP
ROOM
MECHANICAL
NORTH
ROOM
ELECTRICAL
NORTH
LOADING DOCK AREA
ROOM
PLUMBING
ROOM
ELECTRICAL
SOUTH
FILE AND CUBICLE SPACE
CONTROL AND
SECURITY ROOM
BREAK ROOM
UTILITY
ROOM
UPPER
MECHANICAL ROOM 1
UPPER
EQUIPMENT ALCOVE 2
UPPER
EQUIPMENT ALCOVE 1
EXTERIOR
EQUIPMENT PATIO 1
EXTERIOR
EQUIPMENT PATIO 2
OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
UPPER LOBBY
E
'S
C K
O M
W O
M E
C K
O
M OPEN TO BELOW
OPEN TO
BELOWBARRIER REFERENCE
AND FILE SPACE
A201
A210
A203
A206
A205
A208
A209
UPPER
MECHANICAL ROOM 2
P201 P202
UPPER MECHANICAL/UTILITY WAY
FIRST FLOOR PLAN
: 1/16"=1'-0" Detail Scale
UTILITY LOFT PLAN
: 1/16"=1'-0" Detail Scale
SECOND FLOOR PLAN
: 1/16"=1'-0" Detail Scale
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-001
K P
C S
R T
A N
S I
D
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
A U
G U
S T
32'8'0 16'
/1
P L
U M
B
IN
G K
E Y P
L A
N
P111
P105P104
P109P102P108P107
P110
P103
P106
P101
W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
A B
C D
ROOM
MECHANICAL
SOUTH
ROOM
WOMEN'S
ROOM
MEN'S
CORRIDOR
OFFICE 1 OFFICE 2
LOWER LOBBY
CLOSET
SUMP
ROOM
PLUMBING
ROOM
ELECTRICAL
SOUTH
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-101
P
C S
R T
A N
S I
D
A D
M
IN
IS
T R
A T
G
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
P
IP
IN
G L
A Y
O U
T
/4
0 1' 2' 3'
ADMINISTATION WING FIRST FLOOR SUPPLY PIPING LAYOUT
1/4"=1'-0"Detail Scale
F
IR
S T F
L O
O R S
U P
P L
Y
A U
G U
S T
A P-101P-101
A P-101P-101
SECTION
N.T.S.Detail Scale
UP TO SECOND FLOOR
HB-1
URN-1
WC-1
LAV-1
LAV-1
WC-2
SS-1
" PIPE4
" PIPE4
" PIPE4
" PIPE4
1 " PIPE4
16"X14"
WH-1
18"ØX33"
BRINE TANK
24"ØX56"
WELL TANK
8"ØX44"
TANK
SOFTENER
WATER
W S
H E
E T A
D D
E D
/1
/2
2"
4"
4"
40" A.F.F.
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
14 15 16
ALCOVE 2
LOWER EQUIPMENT
STORAGE ROOM 2
ROOM
MECHANICAL
NORTH
ROOM
ELECTRICAL
NORTH
LOADING DOCK AREA
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-102
P
C S
R T
A N
S I
D
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
P
IP
IN
G L
A Y
O U
T
/4
A U
G U
S T
PRODUCTION WING FIRST FLOOR SUPPLY PIPING LAYOUT
3/4"=1'-0"Detail Scale
P R
O D
U C
T
G
4' 8'0 2'
F
IR
S T F
L O
O R S
U P
P L
Y
SECTION
N.T.S.Detail Scale
A P-102P-102
A P-102P-102
FROM SECOND FLOOR
SS-3
WH-2
HB-4
" PIPE4
16"X14"
WH-2
" PIPE4
/2
N E
W S
H E
E T A
D D
E D
40" A.F.F.
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
A B
C
SECURITY ROOM
CONTROL AND
BREAK ROOM
ROOM
UTILITY
O
O M
L O
C K
O M
L O
C K
M E
N 'S A201
A210
A203
A206
A205
A208
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-103
P
C S
R T
A N
S I
D
A D
M
IN
IS
T R
A T
G
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
P
IP
IN
G L
A Y
O U
T
/4
S E
C O
N D F
L O
O R S
U P
P L
Y
ADMINISTATION WING SECOND FLOOR SUPPLY PIPING LAYOUT
1/4"=1'-0"Detail Scale
4' 8'0 2'
WING
PRODUCTION
TOWARDS
A U
G U
S T
UP TO LOFT SPACE
LAV-4
WC-2
SH-2
SH-1
WC-3
LAV-3
URN-2
KIT-1
SS-2
W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
8 9 10 11 12
EQUIPMENT PATIO 1
EXTERIOR
OPEN TO BELOW
MECHANICAL ROOM 2
UPPER
P202
UPPER MECHANICAL/UTILITY WAY
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-104
P
C S
R T
A N
S I
D
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
P
IP
IN
G L
A Y
O U
T
/4
S E
C O
N D F
L O
O R S
U P
P L
Y
4' 8'0 2'
P R
O D
U C
T
IO
N W
IN
G
A U
G U
S T
WING
PRODUCTION
TOWARDS
WING
ADMINISTRATION
FROM
PRODUCTION WING SECOND FLOOR SUPPLY PIPING LAYOUT
1/4"=1'-0"Detail Scale
HB-2
E W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
12 13 14 15 16
EQUIPMENT ALCOVE 2
UPPER
EQUIPMENT PATIO 2
EXTERIOR
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
BELOW
OPEN TO
MECHANICAL ROOM 2
UPPER
P202
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-105
P
C S
R T
A N
S I
D
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
P
IP
IN
G L
A Y
O U
T
/4
S E
C O
N D F
L O
O R S
U P
P L
Y
4' 8'0 2'
P R
O D
U C
T
IO
N W
IN
G
A U
G U
S T
WING
PRODUCTION
FROM
PRODUCTION WING SECOND FLOOR SUPPLY PIPING LAYOUT
1/4"=1'-0"Detail Scale
FIRST FLOOR
DOWN TO
HB-3
E W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
ROOM
MECHANICAL
SOUTH
ROOM
WOMEN'S
ROOM
MEN'S
CORRIDOR
OFFICE 1 OFFICE 2
LOWER LOBBY
ROOM
CONFERENCE -BRIEFING
SERVER ROOM
CLOSET
SUMP
ROOM
PLUMBING
ROOM
ELECTRICAL
SOUTH
A B
C
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-106
P
C S
R T
A N
S I
D
A D
M
IN
IS
T R
A T
G
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
P
IP
IN
G L
A Y
O U
T
/4
ADMINISTATION WING FIRST FLOOR SANITARY PIPING LAYOUT
1/4"=1'-0"Detail Scale
F
IR
S T F
L O
O R S
A N
IT
A R
Y
A U
G U
S T
4' 8'0 2'
2"
4"
" W2
4" W
" W2
2"
" W2
4" W
2"
4" W
4" W
4"
SS-1
W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
WORKSHOP
IT TECHNICIAN
CORRIDOR
LOWER HALLWAY
SPANG AND PULSER ROOM 1
ROOM 1
LOWER MECHANICAL
ALCOVE 1
LOWER EQUIPMENT
ROOM 1
SWITCH GEAR
4 5 6 7 8
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-107
P
C S
R T
A N
S I
D
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
P
IP
IN
G L
A Y
O U
T
/4
F
IR
S T F
L O
O R S
A N
IT
A R
Y
A U
G U
S T
4' 8'0 2'
WING
ADMINISTRATION
FROM
WING
PRODUCTION
TOWARDS
P R
O D
U C
T
G
PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT
1/4"=1'-0"Detail Scale
3"3"3"3"
3"
3"
3" TYP.
E W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
LOWER HALLWAY
STORAGE ROOM 1
SPANG AND PULSER ROOM 2
ROOM 2
LOWER MECHANICAL
ALCOVE 2
LOWER EQUIPMENT
8 9 10 11 12
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-108
P
C S
R T
A N
S I
D
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
P
IP
IN
G L
A Y
O U
T
/4
F
IR
S T F
L O
O R S
A N
IT
A R
Y
A U
G U
S T
4' 8'0 2'
WING
PRODUCTION
FROM
PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT
1/4"=1'-0"Detail Scale
P R
O D
U C
T
G
WING
PRODUCTION
TO
3" 3" 3" 3"
3"
3" TYP.
E W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
ALCOVE 2
LOWER EQUIPMENT
STORAGE ROOM 2
ROOM 2
SWITCH GEAR
ROOM
MECHANICAL
NORTH
ROOM
ELECTRICAL
NORTH
LOADING DOCK AREA
12 13 14 15 16
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-109
P
C S
R T
A N
S I
D
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
P
IP
IN
G L
A Y
O U
T
/4
F
IR
S T F
L O
O R S
A N
IT
A R
Y
A U
G U
S T
4' 8'0 2'
WING
PRODUCTION
FROM
PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT
1/4"=1'-0"Detail Scale
P R
O D
U C
T
IO
N W
IN
G
3" TYP.
3"
SS-3
E W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
SECURITY ROOM
CONTROL AND
BREAK ROOM
ROOM
UTILITY
O
O M
L O
C K
O M
L O
C K
M E
N 'S A201
A210
A203
A206
A205
A208
A B
C
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-110
P
C S
R T
A N
S I
D
A D
M
IN
IS
T R
A T
G
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
P
IP
IN
G L
A Y
O U
T
/4
ADMINISTATION WING SECOND FLOOR SANITARY PIPING LAYOUT
1/4"=1'-0"Detail Scale
S E
C O
N D F
L O
O R S
A N
IT
A R
Y
A U
G U
S T
4' 8'0 2'
2"
"2
"2
4" W
4" W
2"
3"
3" W
3" W
2"W
SS-2
2" SUMP PIT VENT PIPING
"2
LAV-4
WC-2
SH-2
SH-1
WC-3
URN-2
LAV-3
W S
H E
E T A
D D
E D
/1
/2
C D
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
UP FROM SECOND FLOOR
A B
C
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-111
P
C S
R T
A N
S I
D
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
N
/4
A U
G U
S T
4' 8'0 2'
LOFT SPACE SANITARY PIPING LAYOUT
1/4"=1'-0"Detail Scale
L O
F T S
P A
C E
LOFT SPACE SUPPLY PIPING LAYOUT
1/4"=1'-0"Detail Scale P
IP
IN
G L
A Y
O U
T
S U
P P
L Y A
N D S
A N
IT
A R
Y
DRAIN
2" W
/2
N E
W S
H E
E T A
D D
E
5'
8" MIN.
-43'
5' MIN.
WATER WELL (TYP.)
N.T.S.
WELL DEPTH
EXISTING 135' TOTAL
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
30"
72"
SEWAGE EJECTOR SYSTEM
NTS
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-501
P
C S
R T
A N
S I
D
J U
L Y
P L
U M
B
IN
G D
E T
A
IL
S N .T .S
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
WALL
BUILDING
WELL CAP
ADAPTER
PITLESS
(EVERY 100')
CHECK VALVE
SPRING LOADED
SCH 80
PVC PIPE
DROP 1"
TORQUE ARRESTOR
WELL PUMP
BOTTOM OF WELL
WELL CASING
SCH 80
DIAMETER
EXISTING 6" INSIDE
" WELL8
5EXISTING 5
EXISTING GROUT
DETAILS
TRENCH
C-105 FOR
SEE SHEET
WATERLINE.
1 BLACK
VENT
ELECTRICAL
DISCHARGE
CHECK VALVE
TO HOLDING TANK
INLET PIPE
BASIN
EJECTOR PUMP
SEALED LID ASSEMBLY
SEWAGE LEVEL
W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-502
P
C S
R T
S T
E P
H E
N R T
R E
H A
R N
E
A N
S I
D
J U
L Y
INSULATED PIPING WALL PENETRATION
N.T.S.
XX
FLOOR DRAIN
FIN. FLOOR
GRATE
SPECIFIED
TAP WHERE
1/2" TRAP PRIMER
"P" TRAP
DEEP SEAL
IN ALL FLOOR DRAINS.
GUARDS (PRO VENT SYSTEMS PRO TRAP GUARD, OR APPROVED EQUAL)
2. IN LIEU OF TRAP PRIMERS, CONTRACTOR MAY FURNISH AND INSTALL TRAP
FOR MAINTENANCE.
OPERATION OF TRAP PRIMER. TRAP PRIMERS SHALL BE ACCESSIBLE
AND INSTALL ALL PIPING AND ACCESSORIES NECESSARY FOR PROPER
SHALL DETERMINE LOCATION OF TRAP PRIMER, AND SHALL FURNISH
PRIMER AND PIPING FOR EACH FLOOR DRAIN. CONTRACTOR
1. CONTRACTOR SHALL INSTALL AUTOMATIC TRAP
NOTES:
TYPICAL FLOOR DRAIN DETAIL
N.T.S.
XX
P L
U M
B
IN
G D
E T
A
IL
S N .T .S
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
PIPE
INSULATION
PIPE SLEEVE
WALL
AND SEAL BOTH SIDES
PACK WITH FIBERGLASS
EXPOSED)
(BOTH SIDES WHERE
ESCUTCHEON PLATES
WALL CONSTRUCTION
AND ANCHOR DURING
SET SLEEVE IN WALL
PIPE SLEEVE THRU INTERIOR WALL
N.T.S.
XX
BUILDING INTERIOR
PIPE ANCHOR
PIT FLOOR
WALL
WALL SLEEVE
PIPING PIT
CONCRETE
SPECIFIED
INSULATION AS
CONDENSATE LINES
SEAL FOR STEAM AND
TYPE WALL PENETRATION
HIGH TEMP. LINK-SEAL
SPECIFIED
JACKETING AS
ANCHOR COLLAR
WATER STOP AND
/1
/2
N E
W S
H E
E T A
D D
E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
LAV-4
W C-4
SH-2
W C-2
LAV-2
LAV-1
SH-1
SS-2
W C-3
URN-1
KIT-1
URN-2
W C-1
LAV-3
HB-
AV
HB-
HB-4
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-601
P
C S
R T
A N
S I
D
HOSE BIB
SLEEVE THROUGH FLOOR OR WALL
VALVE
AIR RELIEF VALVE
INSTANTANEOUS WATER HEATER
SERVICE SINK
KITCHEN SINK
SHOWER WITH MIXING VALVE
URINAL
LAVATORY
WATER CLOASET
HW
SS
KIT
SH
URN
LAV
WC
AV
19496
W A
T E
R P
IP
IN
G S
C H
E M
A T
LEGEND
WATER PIPING SCHEMATIC
N.T.S.
N .T .S
W P -1
-B -0
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
P N
-F
B
A U
G U
S T
TO LOFT
SEE P-101 DETAIL
SEE P-102 DETAIL
N E
W S
H E
E T A
D D
E D
/1
/2
"2
1"
1"
1"
"2
"2
"2
"2
"4
"4
"4
"4
"2
"2
HOT WATER
COLD WATER
"2
"4
1"
1"
"2
"2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
SHEET OF
2"
4"
4"
2"
2"
2"
2"
"2
"2
3"
2"
4"
2"
3"
3"
4"
4"
"2
2"
4"
2"
4"
2"
4"
"2
2"
2"
3"
3"
4" 2"
ROOF VENT
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-602
P
C S
R T
A N
S I
D
HW
SS
KIT
SH
URN
LAV
WC
J U
L Y
S A
N
IT
A R
Y P
IP
IN
G L
A Y
O U
T
LEGEND
PRODUCTION WING SANITARY PIPING SCHEMATIC
N.T.S.
ADMINISTRATION WING SANITARY PIPING SCHEMATIC
N.T.S.
N .T .S
W P -1
-B -0
P N
-F
B
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
VENT PIPING
SANITARY SEWER PIPING
INSTANTANEOUS WATER HEATER
SERVICE SINK
KITCHEN SINK
SHOWER WITH MIXING VALVE
URINAL
LAVATORY
WATER CLOASET
3"
3" TYP.
3"
3"
2"
ROOF VENT
FROM PRODUCTION WING
FROM ADMINISTRATION WING
SUMP PUMP PIT
PLUMBING ROOM
3"
N
E W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P-603
P
C S
R T
A N
S I
D
19498
N .T .S
W P -1
-B -0
R O
B E
R T S
E Z
O N
O V
S T
E P
H E
N R T
R E
H A
R N
E P
E
P N
-F
B
A U
G U
S T
P L
U M
B
IN
G S
C H
E D
U L
W S
H E
E T A
D D
E D
/1
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
/2
F
IL
E N
A M
H B
A R
R
IE
R I P
R O J E
C
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
M-001
P
C S
R T
/8
A N
S
19499
P -1
-B -0
P N
-F
B
K
IR
IL
Z
U M
B U
L E
V
S T
E P
H E
N R T
R E
H A
R N
E P
E
M E
C H
A N
IC
A L
H V
A C A
N D
P
IP
IN
G L
E G
E N
GENERAL NOTES:
HVAC LEGEND
PRESSURE GAUGE
PIT
ET
UNION
CP-PRESSURE TRANSDUCER
EXPANSION TANK
BALL VALVE
CHECK VALVE
PUMP
TEE
ELBOW
DRAIN VALVE
FLEXIBLE COUPLING
IN-LINE FLOW INDICATOR
HOSE BIB AND DRAIN
RESIN BED FILTER
IN-LINE FILTER (CARTRIDGE)
FLOW TRANSDUCER
PRESSURE REGULATING VALVE
CONDUCTIVITY…
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