W912QR22R0010_Plans-0004.pdf
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- Solicitation number
- W912QR22R0010
About this file
This solicitation is for the design/build construction of a Flight Simulator Facility at Patrick Space Force Base in Florida. The estimated construction cost is between $10 million and $25 million, with a NAICS code of 236220 and size determination of $39.5 million. This is a full and open procurement requiring a 10% price evaluation for HUBZone small businesses. Funds are not presently available and no contract award will be made until appropriated funds are available. Technical inquiries must be submitted through Bidder Inquiry on ProjNet, and site visits are permitted in accordance with FAR 52.236-27. The Department of the Army Corps of Engineers Engineering District Louisville is the issuing agency.
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Text version
R E
S C
U
D
X X
X X
X
X
RELAY STATION ROAD
BUILDING
(FFE 5.5±)
BUILDING #693
FFE = 3.93'
FLIGHT SIMULATOR
BUILDING
FFE 10.5
X
X X
9' (TYP.)
27.37'
N:1422390.26
E:780001.41
GRID LINE B18
N:1422177.29
E:780251.16
9' 9' 9.5'
S
S
S
M
SS
S
S
S
S
S
S
25.95'
N:1422150.15
E:779981.42
R
R
R
R
R
54.37'
15.5'
20.37'
19'
N:1422102.86
E:780293.34
CS401
A5
N:1422161.07
E:780394.84
N:1422156.46
E:780392.90
R E
S C
N:1422354.51
E:780091.57
N:1422273.00
E:780296.73
N:1422237.22
E:780386.85
R
R
7.75'
N:1422348.79
E:780071.43
N:1422268.72
E:780273.12
91'17'109'
BEGIN
RETAINING WALL
N:1422174.62
E:779938.92
N:1422364.29
E:780012.63
END RETAINING WALL
N:1422051.05
E:780216.15
N:1422230.21
E:779988.45
27'
N:1422165.29
E:780016.47
R
R
26.5'
33'
N:1422113.29
E:780303.80
N:1422087.88
E:780273.80
85.49'
N:1422289.31
E:780047.81
12 10
R
R
' R
9'
R
R
N:1422094.91
E:780193.75
N:1422122.93
E:780258.67
GRID LINE H3
N:1422169.71
E:780045.97
N:1422154.58
E:780043.44
N:1422146.20
E:779947.57
N:1422172.85
E:779920.11
R
' 1
N:1422035.60
E:780226.15
N:1422036.06
E:780256.76
R
R
R
R
5'
10.62'
CS401
A1
6'
5.17'
N:1422245.58
E:780321.89
N:1422237.04
E:780343.40
N:1422362.82
E:780026.57
N:1422353.83
E:780049.22
N:1422145.44
E:779978.41
17.5'
21.25'
T
Y
P
T
Y P
N:1422018.95
E:780318.71
N:1421987.27
E:780398.50
N:1421986.62
E:780368.08
N:1421977.76
E:780382.78
N:1421973.84
E:780394.48
N:1422004.65
E:780424.85
N:1421989.22
E:780479.63
N:1421994.15
E:780425.26
N:1421979.60
E:780476.92
R
S I T
E
P
L A
N
CS101
U B
L D
G U
S A
C
L o u i s v i l l e
D i s t r i c t D
P
A F
B
P
R F
S D e s i g n S h e e t s C i v i l D
C
S d w g
P
M
C a m e r o n
S h a n e
GENERAL NOTES
KEYNOTES
A
CONCRETE SIDEWALK, RE: A1\CS501
LEGEND
ALL RADII ARE 3' UNLESS OTHERWISE NOTED
ALL DIMENSIONS ARE TO BACK OF CURB UNLESS
OTHERWISE NOTED
B
ACCESSIBLE PARKING STALL
STRIPING
PARKING STALL COUNT
BUILDING
HEAVY DUTY ASPHALT PAVEMENT,
RE: E5/CS501
EW-I & EW-II STANDOFF LIMIT
CONCRETE SIDEWALK,
RE: A1/CS501
6" CURB & GUTTER, RE: F1\CS501
XXX
CURB CUT, RE: F6\CS501
205 TRANSFORMER PAD, RE: ELECTRICAL
ACCESSIBLE PARKING SIGN, RE: A9\CS502
S
FIRE HYDRANT
SANITARY SEWER MANHOLE
ACCESSIBLE RAMP, RE: F8\CS502
M
ELECTRICAL MANHOLE; RE: ES010
NOT USED
RETAINING WALL W/ 4' CHAIN LINK FENCE, RE: E1/S-502
AND A4/CS503
7' H CHAIN LINK FENCE, RE: SHEET A-560
MECHANICAL YARD, RE: SHEET A-441
MECHANICAL EQUIPMENT, RE: MECHANICAL PLANS
213 CURB TRANSITION, RE: B1/CS501
214 CONCRETE SWALE, RE: E8/CS502
215 FIRE LANE, RE: A5/CS502
LIGHT DUTY ASPHALT PAVEMENT,
RE: C8/CS501
STORM DRAIN MANHOLE
D
217 STOP BAR, RE: A9/CS501
218 STOP SIGN, RE: A9/CS502
219 VALLEY GUTTER, RE: B5/CS502
C REFER TO SHEET CD101 FOR FOR ADDITIONAL LIMITS OF
CONSTRUCTION COORDINATES.
LIMITS OF CONSTRUCTION
222 CURB, RE: F3/CS501
LIGHT POLE; RE: ES010
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
Louisville District ®
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I x
I S
S U
E
D
A T
E
C O
N T
R A
N
O
S O
L I C
I T
A T
I O
N
N
O
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
T B
D
F I
A M
E
TEXAS REGISTERED
ENGINEERING FIRM F-2966
30' 60'0
SCALE: 1"=30'
15'
F Y
P
E R
S O
N N
C
O V
E R
Y
F
L I G
H
S
M
U L
A T
O R
S
E P
T E
M B
E O
L N
E S
S
S X
H T
J A
C O
B
G
I N
E E
R I N
G
G
R O
P
C
M a i n
S t r e e t
F o r t
W o r t h
T
X
J A
C O
D
P R
O J E
M
B E
R
S
X H
T
P
CERTIFIED FINAL SUBMITTAL
P A
T R
I C
K
S
P A
R
S
E
F
L O
R I D
A
L O
U I S
V I L
S
T R
I C
T
P A
T R
I C
K
S
P A
R
S
E
F L
O R
I D
A
M
Y
C
O R
E
N G
I N
E E
R S
SCALE 1" = 30'
SITE PLAN
A1
NORTH
A
M E
N D
M E
11/30/2021
W
2Q R
R
-0
WATER HH ON CONC PAD
COMM MH
OLD ELEC BOX
ON 4"X4" POST
elec mh locked unmarked metal hatch on conc pad
CONSTRUCTION ZONE
COMM MH
6' CONSTRUCTION CLF
WATER SPIGOT
gate
1" pvc valve post conc brick wall
4" steel bollards
(typ.)
dumpster area #21040
CONC entryways
CONC entryways
8" lighted bollard on 12" conc circle
(typ.)
CONC s/w
CONC s/w
R E
S C
SANITARY CLEANOUT
ON CONC PAD
(TYP.)
GUARDIAN ANGEL FACILITY
CONSTRUCTION AREA
TRANSFORMER ON
CONC PAD
LIFT STATION PANEL ON CONC PAD
4" VENT WITH COVER
WATER SPIGOT
LIFT STATION #686
N 8"PVC PIPE INV ELEV=1.13'
SW 6" PVC PIPE INV ELEV=2.79'
S 4" PVC PIPE INV ELEV=2.71'
E 2" PVC PIPE INV ELEV=1.06'
N IRON FORCE MAIN INV ELEV=2.29'
S IRON FORCE MAIN INV ELEV=2.29'
BOTTOM OF WELL ELEV=-0.64'
LOCKED HATCH
ON CONC PAD
FOUND DEFENCE MAPPING AGENCY
BM "NAVAL RESERVATION" IN
UNMARKED MH
NORTHING=1422184.23
EASTING=780513.85
ELEVATION=1.00'
CONC PAD WITH
TOWER TECH STRUCTURE
comm box
TELECOMM post a/c p v c p v c p v c
6' CONSTRUCTION CLF
C
L
E
A
N
O
U
T
X X
X X
X
X
SS
x
RELAY STATION ROAD
BUILDING
(FFE 5.5±)
BUILDING #693
FFE = 3.93'
FLIGHT SIMULATOR
BUILDING
FFE 10.5
X
X X
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x C x C x C x
C x
C x
C x
C x
C x
C x
C x
C x C x C x C x C
C x
C x
C x C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
W x
W x
W x
W x W x
W x
W x W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
S
D x
W x
W x
W x
W x
W x
W x
W x W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S
S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S
S x
S
S x
S
S x
S
S x
S S x S
S x S
S x
W x
E
X
W
L
E
X
W
L
6" EX WL
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
UK
X
UK
X
UK
X
UK
X
UK
X
UK
E x
E x
E x
U
K
X
U K
X
U K
X
E x
E x
E x
2+003+004+00
7+00 7+50
1+002+00
3+71
0+35
0+00
S
S SS SS
S
E E
E E
E
E
E E
E
E
M
SS
S
G
G G
G G
S S
HC C
C
C
C
C
S
W
F
F
W W W
F
S
S
-0+100+000+55
W
W
S
S
S
S
C
C C
C
C
C
E
E
E
E
E
E
E
E
6" C900 PVC (WL02)
6" C900 PVC (WL03)
SD SD
CB
D
S
D
D
D D
CB
D
D
D
D
SD
D
D
SD
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
OC
O
8" PVC (SS01)
4" C900 PVC (WL04)
8" C900 PVC (WL01)
8" C900 PVC (WL01)
V
L
C
P
V
W
L
8" PVC (SS01)
6" PVC (SS01)
G
N
E
S
T
E D
W W W
W
W
U B
L D
G U
S A u i s v i l l e
D i s t r i c t D
P
A F
B
P
R F
S D e s i g n S h e e t s C i v i l D
C
U d w g
P
M
C a m e r o n
S h a n e
LEGEND
GENERAL NOTES
KEYNOTES
501 6"x8" TAPPING SLEEVE AND VALVE
A LOCATION OF UTILITIES ARE APPROXIMATE CONTRACTOR
TO FIELD VERIFY.
FIRE HYDRANT
STORM DRAIN MANHOLE
D
SANITARY MANHOLE
S
CO
CLEANOUT
B REFER TO CU601 FOR KEYNOTE STRUCTURE TABLES.
C UTILITY WORK SHALL CONFORM TO ALL LOCAL UTILITY
COMPANY REQUIREMENTS AND SPECIFICATIONS.
EXISTING ELECTRIC LINE
EXISTING COMMUNICATION LINE
EXISTING WATER LINE
E x
C x
W x
EXISTING SANITARY SEWER LINE
SS
x
EXISTING STORM DRAIN LINE
SD
x
COMMUNICATION LINE
WATER LINE
C
W
SANITARY SEWER LINE
SS
STORM DRAIN LINE
SD
ELECTRIC LINE
E
XXX
M
ELECTRICAL MANHOLE; RE: ES010
H
TELECOM HANDHOLE; RE: T-010
GAS LINE
G
EXISTING GAS LINE
G x
VALVE
FIRE WATER LINE
F
502 8"x4" TEE AND VALVE
EXISTING UNKNOWN UTILITY
UK
x
503 4" WATER, RE: PLUMBING
506 45° BEND
512 BUILDING CONNECTION, RE: FP102
513 FIRE DEPARTMENT CONNECTION ON BUILDING WALL,
RE: FP102
520 8"x6" REDUCER
521 AIR RELEASE VALVE
523 TELECOM DUCTBANK, RE: A1/TS010
550 EXISTING LIFT STATION
EXISTING FIRE HYDRANT
8"x6" TEE AND VALVE
FIRE HYDRANT
FIRE HYDRANT
8"x6" TEE AND VALVE
45° BEND
8"x6" TEE AND VALVE
NOT USED
45° BEND
45° BEND
45° BEND
45° BEND
45° BEND
45° BEND
4' SANITARY SEWER MANHOLE
4' SANITARY SEWER MANHOLE
4' SANITARY SEWER MANHOLE
4' SANITARY SEWER MANHOLE
BUILDING CONNECTION
LIMITS OF CONSTRUCTION
CB
CATCH BASIN
524 COMMUNICATION LINE
D FLORIDA CITY GAS TO INSTALL THE GAS LINE,
CONTRACTOR TO DIG TRENCH AND BACKFILL.
556 4' SANITARY SEWER MANHOLE
E
REFER TO DETAIL C9/CU501 FOR CONCRETE PIPE
ENCASEMENT.
LIGHT POLE; RE: ES010
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
Louisville District ®
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S x
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
I N
G
C
O D
E
T B
D
F I
M
E
TEXAS REGISTERED
ENGINEERING FIRM F-2966
30' 60'0
SCALE: 1"=30'
15'
Y
P
E R
S O
N N
C
O V
E R
Y
F
L I G
H
M
U L
A T
O R
S
E P
T E
M B
E O
L N
E S
S
S X
H T
J A
C O
G
I N
E E
R I N
G
G
R O
C
M a i n
S t r e e t
F o r t
W o r t h
T
X
J A
C O
D
P R
O J E
M
B E
R
S
X H
T
P
CERTIFIED FINAL SUBMITTAL
P A
T R
I C
K
S
P A
R
S
E
F
L O
R I D
A
L O
U I S
V I L
S
T R
I C
T
P A
T R
I C
K
S
P A
R
S
E
F L
O R
I D
A
M
Y
C
O R
E
N G
I N
E E
R S
U T
I L
I T
Y
P
L A
N
CU101
SCALE 1" = 30'
UTILITY PLAN
A1
NORTH
PIPE ENCASEMENT
PIPE ENCASEMENT
PIPE ENCASEMENT
PIPE ENCASEMENT
PIPE ENCASEMENT
PIPE ENCASEMENT
1 1
A
M E
N D
M E
11/30/2021
W
2Q R
R
-0
GROUND ROD 3/4" X 10'
(TYPICAL)
#2/0 AWG GROUND RING
CONDUCTOR
WATER SERVICE
480V
PANELN
G
PBB
TMGB
EMGB
N G
HC130J
SIM BAY
GB
N G
XFMR 208V
PANELN
G
TYPICAL INSTALLATION FOR
ALL XFMR/PANELBOARDS
BOND TO LOCAL ELECTRICAL
ROOM GROUND BAR
LIGHTNING
PROTECTION
CONNECT TO
GROUND RING
CONNECT TO LIGHTNING
PROTECTION
HC130J
ADDITIONAL
SIM BAY
EGB
HC130J
GND RACK,
CONDUIT, &
FLOOR
SUPPORTS
IG RM 130A
GB
CONCRETE
ENCASED
#4/0
#2/0 #2/0
#2AWG #6AWG
#2/0
#1/0
REFER TO E-701
ONE-LINE
REFER TO E-701
ONE-LINE
#4
#6
#4/0
BUILDING
STEEL
#1/0
HC-130J
XFMR T1
SIM BAY RM 109 GB
PROVIDE TEST FOR 3
OHMS OR LESS.
MINIMUM 7-2//0
CONNECTIONS HOLES
RE: T-601
HH-60W
ADDITIONAL
SIM BAY
EGB
GND RACK,
CONDUIT, &
FLOOR
SUPPORTS
IG RM
109A GB
N G
#2/0
FIRE PUMP
CONTROLLER
MINIMUM 7-2//0
CONNECTIONS HOLES
MINIMUM 7-2//0
CONNECTIONS HOLES
5 R2
Fire Alarm On Off
EPO 1
EPO 2
Fire Alarm
Test Arm Maint
R2 Latch
NOTES: THE EPO BY-PASS DETAIL IS DIAGRAMATIC ONLY AND DOES NOT INDICATE ALL THE
COMPONENTS REQUIRED. PROVIDE THE IMAGE GENERATOR ROOM AND SIMULATOR ROOM
EMERGENCY POWER OFF BUTTONS CONNECTED TO THE FIRE ALARM SYSTEMS WITH A FIRE
ALARM BY-PASS SWITCH TO ALLOW TESTING OF THE EMERGENCY POWER OFF (EPO) BUTTONS
WITHOUT INITIALIZING THE FIRE ALARM SYSTEM. AFTER THE TEST IS COMPLETE REINGAGE FIRE
ALARM CONNECTION TO THE SIMULATOR EQUIPMENT EPO.
NOTES:
PROVIDE RECEPTACLES LOCATED IN PRIVATE OFFICES, CONFERENCE
ROOMS, ROOMS USED FOR PRINTING/COPYING FUNCTIONS, BREAK
ROOMS, CLASSROOMS, AND INDIVIDUAL WORKSTATIONS WITH 50% OF
THE ASSIGNED RECEPTACLE CONTROLLED AUTOMATICALLY THROUGH
OCCUPANCY/VACANCY SENSOR. (PER ASHRAE 90.1 2013 SECTION 8.4.2).
CONTROLLED DOUBLE
DUPLEX RECEPTACLE
(QUAD)
CONTROLLED DUPLEX
HALF
DUPLEX
DOUBLE
DUPLEX
(QUAD)
C O
N T
R O
L L
N T
R O
L L
N T
R O
L L
BAYONET OIL-IMMERSED
EXPULSION FUSES
PRIMARY COMPARTMENT
2 POSITION LOAD BREAK
OIL SWITCH
OIL-IMMERSED CURRENT-
LIMITING FUSES
TRANSFORMER
BUSHING WELL
BUSHING INSERT
LOADBREAK
CONNECTOR
PRIMARY CIRCUIT
610mm(24")
MIN
#4/0 BARE TINNED COPPER
GROUND LOOP ENCIRCLING
ENTIRE CONCRETE PAD. MIN
460mm(18") BELOW FINISHED
GRADE.
#4/0, 600V INSULATION
GROUND ROD, TYP OF 4, 1
AT EACH CORNER OF PAD.
SECONDARY CIRCUIT
COPPER GROUNDING CONDUCTORS
RAISED CONCRETE PAD
SURGE ARRESTOR
SECONDARY
COMPARTMENT
LOW VOLTAGE CABLE
TERMINATIONS
GROUND PAD (TYP OF 2)
#4/0
BARE
XO
152mm (6")
LEAVE-OUT FOR CONDUCTORS
UNDER PRIMARY AND
SECONDARY COMPARTMENTS
305 mm (12")
TYPICAL
TO GROUND RING
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
F Y
P
E R
S O
N N
E L
R E
C O
V E
R Y
F L
IG
H
T S
IM
U
L A
T O
R
P A
T R
IC
K
S P
A C
E F
O R
C E
B A
S E
F
L O
R
ID
A
Louisville District ®
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
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 x
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
D A
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M A
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D E
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R
IP
T
IO
N
D R
A W
IN
G
C O
D E
T B
D
S
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M B
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S F
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E
N A
M E
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IS
V
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D
IS
T R
IC
T R
IC
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A C
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C E
B A
J
C O
B S
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G
IN
E E
R
IN
G G
R O
U P
I N
C
M a in
S tr e e t, F o rt
W o rt h
T X
J A
C O
B S
N o
D
CERTIFIED FINAL SUBMITTAL
P R
O J E
C T
N U
M B
E R
S
X H
T P
TEXAS REGISTERED
ENGINEERING FIRM F-2966
E-504
D E
T A
IL
S
A M
C W
H O
R T
E R
G N
O B
L E
K H
O G
A N
S X
H T
E
-5
NTSD1
GROUNDING - RISER DIAGRAM
NTSA7
EPO FIRE ALARM BY-PASS DIAGRAM
NOT TO SCALEA1
RECEPTACLE DETAIL
NTSD7
PAD-MOUNTED TRANSFORMER
A
M E
N D
M E
N T
/0
/2
A
M E
N D
M E
N T
/0
/2
A M
E N
D M
E N
T
W
2Q R
R
-0
G G
G G
G GGGG
G G G G G G
G G
G G
GG G
GG G
G G
TW
A
C
D
E
F
G
H
B
EGB
EGB
EGBEGB
EGB
EGB
EGB EGB
EGB
EGB
EGB
PBB
1 2 3 4 5
B.5
EGB
M A
T C
H L
IN
E
A
E G
AVDTT
LOAD MASTER
MEN'S RR
WOMEN'S RR
FIRE RISER ROOM
HH-60W
SIMULATOR BAY
BRIEFING
BRIEFING
BRIEFING
BRIEFING
CORRIDOR
C102
804 804
GENERAL NOTES - GROUNDING
A COORDINATE GROUND RING ROUTING WITH OTHER
UTILITIES.
B BOND ANY GROUNDED METALLIC BODY WITHIN THE
DISTANCE SPECIFIED BY NFPA 780, PARAGRAPH 4.14 TO
THE LIGHTNING PROTECTION SYSTEM.
C BOND ALL METALLIC UNDERGROUND PIPING ENTERING
THE STRUCTURE TO THE LIGHTNING PROTECTION
SYSTEM AT ITS NEAREST POINT.
D DO NOT BOND GROUND BARS TO BUILDING STEEL.
BOND GROUND BARS BACK TO MAIN ELECTRICAL
GROUND BAR. FOR ADDITIONAL GROUNDING
REQUIREMENTS REFER TO GROUNDING RISER ON
E-504.
KEYNOTES
801 GROUND ROD TEST WELL. TYPICAL.
802 BOND DOWN CONDUCTOR TO GROUND RING. TYPICAL.
804 PROVIDE #1/0 AWG BONDING CONDUCTOR TO
BUILDING STEEL TYPICAL.
807 PROVIDE #2/0 AWG BARE CU CONDUCTOR. TYPICAL.
810 RE: C4/E-503 FOR GROUND BAR DIMENSIONS AND
C7/E-503 FOR GROUND BAR INSTALLATION. TYPICAL.
SCALE 1/8" = 1'-0"
A1 GROUNDING AND UNDERGROUND PLAN-AREA A
T R
U E
N
PLAN
NORTH
T R
U E
N
164 8268
SCALE: 1/8"=1'-0"
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
F Y
P
E R
S O
N N
E L
R E
C O
V E
R Y
F L
IG
H
T S
IM
U
L A
T O
R
P A
T R
IC
K
S P
A C
E F
O R
C E
B A
S E
F
L O
R
ID
A
Louisville District ®
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
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
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E D
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S
IZ
E
C H
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K E
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Y
A N
S I D x
IS
S
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R A
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N O
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L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D R
A W
IN
G
C O
D E
T B
D
S
E P
T E
M B
E R
E O
L N
E S
S F
IL
E
N A
M E
L O
U
IS
V
IL
L E
D
IS
T R
T R
IC
K
S P
A C
E F
O R
C E
B A
C O
B S
E N
G
IN
E E
R
IN
G G
R O
U P
I N
C
M a in
S tr e e t, F o rt
W o rt h
T X
J A
C O
B S
N o
D
CERTIFIED FINAL SUBMITTAL
P R
O J E
C T
N U
M B
E R
S
X H
T P
GRAPHIC SCALE
KEY PLAN
AREA A
A
TEXAS REGISTERED
ENGINEERING FIRM F-2966
EG102
G R
O U
N D
IN
G
A N
D U
N D
E R
G R
O U
N D
P L A
N -A
R E
A A
A M
C W
H O
R T
E R
G N
O B
L E
K H
O G
A N
S X
H T
E
G
A
M E
N D
M E
N T
/0
/2
A
M E
N D
M E
N T
/0
/2
A M
E N
D M
E N
T
W
2Q R
R
-0
GGGGGGG
GG
G GG
G G
G G
G
GG G G G G G G
G
G G
G G
G G
G G
G G
G GG G
G G
A
C
D
E
F
G
H
B
EGB
EGB
TW
TW
EGB
EGB
EGB
EGB
EGB EGB
MGB
EGB
EGB EGB
EGB
EGB
EGB
11 12 13 14 15 16 17 17.4 18
B.5
M A
T C
H L
IN
E
A
E G
HC-130J
SIMULATOR BAY
HC-130J IMAGE
GENERATION
109A
HH-60W IMAGE
GENERATION
115A
VTRAT
TSG
MISSION
PLANNING
ADMIN
LOBBY
C101CORRIDOR
C102
MECHANICAL
ELEC
JANITOR
MEN'S RR
WOMEN'S RR
BREAK
SECURITY
101VESTIBULE
C100
WELLNESS
OFFICE
804 804
9 10
T R
U E
N
PLAN
NORTH
T R
U E
N
164 8268
SCALE: 1/8"=1'-0"
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
F Y
P
E R
S O
N N
E L
R E
C O
V E
R Y
F L
IG
H
T S
IM
U
L A
T O
R
P A
T R
IC
K
S P
A C
E F
O R
C E
B A
S E
F
L O
R
ID
A
Louisville District ®
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
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 x
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D R
A W
IN
G
C O
D E
T B
D
S
E P
T E
M B
E R
E O
L N
E S
S F
IL
E
N A
M E
L O
U
IS
V
IL
L E
D
IS
T R
T R
IC
K
S P
A C
E F
O R
C E
B A
C O
B S
E N
G
IN
E E
R
IN
G G
R O
U P
I N
C
M a in
S tr e e t, F o rt
W o rt h
T X
J A
C O
B S
N o
D
CERTIFIED FINAL SUBMITTAL
P R
O J E
C T
N U
M B
E R
S
X H
T P
GRAPHIC SCALE
KEY PLAN
AREA B
B
TEXAS REGISTERED
ENGINEERING FIRM F-2966
EG103
G R
O U
N D
IN
G
A N
D U
N D
E R
G R
O U
N D
P L A
N -A
R E
A B
A M
C W
H O
R T
E R
G N
O B
L E
K H
O G
A N
S X
H T
E
G
1/8" = 1'-0"A1
GROUNDING AND UNDERGROUND PLAN-AREA B
GENERAL NOTES - GROUNDING
A COORDINATE GROUND RING ROUTING WITH OTHER
UTILITIES.
B BOND ANY GROUNDED METALLIC BODY WITHIN THE
DISTANCE SPECIFIED BY NFPA 780, PARAGRAPH 4.14 TO
THE LIGHTNING PROTECTION SYSTEM.
C BOND ALL METALLIC UNDERGROUND PIPING ENTERING
THE STRUCTURE TO THE LIGHTNING PROTECTION
SYSTEM AT ITS NEAREST POINT.
D DO NOT BOND GROUND BARS TO BUILDING STEEL.
BOND GROUND BARS BACK TO MAIN ELECTRICAL
GROUND BAR. FOR ADDITIONAL GROUNDING
REQUIREMENTS REFER TO GROUNDING RISER ON
E-504.
KEYNOTES
801 GROUND ROD TEST WELL. TYPICAL.
802 BOND DOWN CONDUCTOR TO GROUND RING. TYPICAL.
804 PROVIDE #1/0 AWG BONDING CONDUCTOR TO
BUILDING STEEL TYPICAL.
806 BOND ALL METALLIC COMPONENTS OF DOOR, FRAME,
AND HOUSING TO THE GROUND RING WITH #6 BARE
CU. TYPICAL.
807 PROVIDE #2/0 AWG BARE CU CONDUCTOR. TYPICAL.
809 RE: D7/E-504 FOR PAD GROUNDING DETAIL.
810 RE: C4/E-503 FOR GROUND BAR DIMENSIONS AND
C7/E-503 FOR GROUND BAR INSTALLATION. TYPICAL.1
A
M E
N D
M E
N T
/0
/2
A
M E
N D
M E
N T
/0
/2
A M
E N
D M
E N
T
W
2Q R
R
-0
BAC-1
SEQUENCE OF OPERATION
1. ENABLE BREATHING AIR COMPRESSOR WHENEVER SIMULATOR
IS IN OPERATION.
2. OPERATE COMPRESSOR UNDER ITS OWN CONTROLS TO
PROVIDE AIR TO THE SIMULATOR FIRST, OR TO THE BULK
STORAGE SYSTEM, AS DETERMINED BY THE AIR DISTRIBUTION
FILL PANEL.
3. COMPRESSOR MUST CONTINUE TO OPERATE UNTIL THE BULK
STORAGE SYSTEM DESIGN OPERATING PRESSURE HAS BEEN
REACHED.
4. ADJUST COMPRESSOR CONTROLS TO PROVIDE A MAXIMUM OF
3000 PSIG.
NOTES:
1. ALL PIPING AND COMPONENTS ON THE COMPRESSOR/BOTTLE
SIDE OF THE AIR DISTRIBUTION PANEL MUST BE RATED FOR A
MINIMUM OF 3000 PSIG.
2. PIPING AND COMPONENTS ON THE SIMULATOR SIDE OF THE
AIR DISTRIBUTION PANEL MUST BE RATED FOR A MINIMUM OF
300 PSIG.
AIR DISTRIBUTION
FILL PANEL
BULK STORAGE SYSTEM
TO
SIMULATOR
G
SADDLE
CONNECTION
TO N.G. MAIN
ARCH BASED CURB BOX
WITH 2" UPPER SECTION
EXISTING N.G. MAIN
2 1/2" SCH 40 X 23" LG PVC
SLEEVE TO UNDISTURBED SOIL
1" ANODE LESS RISER
EXCESS FLOW SHUTOFF
VALVE
18 GAUGE TRACER WIRE
LOCKED CLOSED
3/8" GAS PRESSURE
TAP (TYP)
1" TEE STRAINER
WITH BLOWDOWN
VALVE
B-1 GWH-1
1"
400 KBTUH
400 SCFH
MAX 14" W.C.
199 KBTUH
199 SCFH
MAX 10" W.C.
NOTES:
1. NATURAL GAS SYSTEM HAS BEEN DESIGNED BASED ON 2 PSI
SYSTEM SET POINT WITH 6" W.C. PRESSURE DROP BASED ON
AN EQUIVALENT SYSTEM LENGTH OF 75 FEET. TOTAL
ESTIMATED FLOW IS 599 SCFH.
2. CONNECT TO ELECTRIC METER PULSE CONTACTS FOR
ADVANCED METER READING SYSTEM (AMRS) DATA
GATHERING.
3. ROUTE BOILER CONDENSATE DRAIN TO NEARBY FS-1. PROVIDE
CONDENSATE NEUTRALIZER SYSTEM IN ACCORDANCE WITH
BOILER MANUFACTURER'S RECOMMENDATIONS.
4. ROUTE WATER HEATER CONDENSATE DRAIN TO NEARBY MOP
SINK. PROVIDE CONDENSATE NEUTRALIZER IN ACCORDANCE
WITH WATER HEATER MANUFACTURER'S RECOMMENDATIONS.
5. VENT PIPE MUST NOT BE SMALLER THAN VALVE VENT
CONNECTION. INCREASE ONE PIPE SIZE FOR EVERY 10 FEET
OF EQUIVALENT LENGTH.
RISER COUPLING
1" NG - PE 3410
IPS SDR 11
SECTION
23 11 20
GM-1
MECH YARD SCREEN WALL
BUILDING WALL
NOTE 3
FS-2
1" G
/4
G
3/4" G
NOTE 4
BY UTILITY
CONTRACTOR
G
METER PROVIDED
BY UTILITY
NOTE 2 VENT TO
OUTDOORS
(NOTE 5)
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
F Y
P
E R
S O
N N
E L
R E
C O
V E
R Y
F L
IG
H
T S
IM
U
L A
T O
R
P A
T R
IC
K
S P
A C
E F
O R
C E
B A
S E
F
L O
R
ID
A
Louisville District ®
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
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 x
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D R
A W
IN
G
C O
D E
T B
D
S
E P
T E
M B
E R
E O
L N
E S
S F
IL
E
N A
M E
L O
U
IS
V
IL
L E
D
IS
T R
T R
IC
K
S P
A C
E F
O R
C E
B A
C O
B S
E N
G
IN
E E
R
IN
G G
R O
U P
I N
C
M a in
S tr e e t, F o rt
W o rt h
T X
J A
C O
B S
N o
D
CERTIFIED FINAL SUBMITTAL
P R
O J E
C T
N U
M B
E R
S
X H
T P
TEXAS REGISTERED
ENGINEERING FIRM F-2966
P-802
P L U
M B
IN
G
S C
H E
M A
T
IC
S
D K
E M
P
D K
E M
P
M P
H
IL
L
IP
S
S X
H T
P
-8
SCALE NTS
A8 BREATHING AIR SCHEMATIC
SCALE NTS
A1 NATURAL GAS SCHEMATIC
A
M E
N D
M E
N T
/0
/2
A
M E
N D
M E
N T
/0
/2
W
2Q R
R
-0
| CS101_SITE PLAN_Amend 0004 |
| CS101 - SITE PLAN |
| CU101_UTILITY PLAN_Amend 0004 |
| CU101 - UTILITY PLAN |
| E504_ELECTRICAL DETAILS_Amend 0004 |
| Sheets |
| E-504 - DETAILS |
| EG102 - GROUNDING AND UNDERGROUND PLAN-AREA A |
| EG103 - GROUNDING AND UNDERGROUND PLAN-AREA B |
| P802_Plumbing Schematics_Amend 0004 |
| Sheets |
| P-802 - PLUMBING SCHEMATICS |
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