Am-0003_W9128F22R0086_Attachments.pdf
PDF 2 MB Posted
- Attached to
- SOF Tactical Equipment Maintenance Facility Federal contract opportunity
- Solicitation number
- W9128F22R0086
About this file
This document provides details for a federal contract opportunity to construct a Tactical Equipment Maintenance Facility at Fort Carson, Colorado. The solicitation seeks to build a facility that includes an oil storage building, vehicle component storage building, organizational equipment parking, administration and shop control office, equipment maintenance systems office, weapons vault, shop stock listing room, repair exchange/tech support room, tool issuing/storage room, restrooms, janitorial closet, break/training/conference room, telecommunications room, utility rooms, organizational storage bays, maintenance and repair areas, fluid distribution room, and compressor room. Supporting facilities include site preparation, hardstand, utilities, lighting, vehicle parking, access drives, curb and gutter, sidewalks, storm drainage, landscaping, roads, and other site improvements. The estimated value is between $10-25 million. The Corps of Engineers district office in Omaha, Nebraska issued the solicitation. Interested offerors can obtain more details by searching the System for Award Management database or attending an optional site visit on October 6, 2022. Responses are due based on the solicitation schedule.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Am-0008_Solicitation_SOF-TEMF.pdf | ||
| Am-0007_Solicitation_SOF-TEMF.pdf | ||
| Am-0006_Solicitation_SOF-TEMF.pdf | ||
| Am-0005_Solicitation_SOF-TEMF.pdf | ||
| Am-0004_Attachments_SOF-TEMF.pdf | ||
| Am-0004_Solicitation_SOF-TEMF.pdf | ||
| Am-0003_Solicitation_SOF-TEMF.pdf | ||
| Am-0002_W9128F22R0086_Attachments.pdf | ||
| Am-0002_Solicitation_SOF-TEMF.pdf | ||
| Am-0001_Solicitation_SOF-TEMF.pdf | ||
| Am-0001_W9128F22R0086_Attachments.pdf | ||
| Site-Visit_Sign-In-Sheet_10.06.2022.pdf | ||
| Solicitation_SOF-TEMF.pdf | ||
| Solicitation_SOF-TEMF.pdf | ||
| Solicitation_SOF-TEMF.pdf | ||
| SPECS_W9218F22R0086.pdf | ||
| DRAWINGS_W9128F22R0086.pdf |
Show all 17
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Text version
INVERT OUT ESE=5783.209
INVERT IN WSW=5783.309
INVERT IN WNW=5783.359
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5787.509
12 IN
6 IN
24 IN
16 IN
16 IN
8 IN
30 IN
30 IN
16 IN
8 IN
24 IN
6 IN
C B
24 IN
8 IN
30 IN
24 IN
16 IN
2IN
2IN
24 IN
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5794.891
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5794.885
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.169
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.418
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.573
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.366
DIAMETER = 18"
MATERIAL = PVC
INVERT = 5796.034
DIAMETER = 18"
MATERIAL = PVC
INVERT = 5796.689
DIAMETER = 12"
MATERIAL = CMP
INVERT = 5794.814
DIAMETER = 12"
MATERIAL = CMP
INVERT = 5794.396
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5792.406
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5792.461
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5792.436
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5792.440
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5791.960
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5792.016
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5791.851
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5791.983
DIAMETER = 8"
MATERIAL = IRON
PARR TO FENCE
INVERT = 5805.425
DIAMETER = 6"
MATERIAL = PVC
INVERT = 5822.429
DIAMETER = 6"
MATERIAL = PVC
INVERT = 5820.918
DIAMETER = 24"
MATERIAL = RCP
PERP TO FENCE
INVERT = 5817.419
C B
6 IN
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.088
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.111
16 IN
2IN
6 IN
12 IN
INVERT OUT=5790.456
INVERT IN=5790.446
RIM ELEVATION=5796.856
2IN
4IN
2IN
4IN
2IN
2IN
4IN
INVERT=5793.414
DIAMETER=24"
MATERIAL=HDPE
RIM ELEVATION=5798.614
INVERT=5793.723
DIAMETER=24"
MATERIAL=HDPE
RIM ELEVATION=5796.593
INVERT OUT=5782.972
INVERT IN=5782.951
RIM ELEVATION=5795.871
INVERT OUT=5782.839
INVERT IN=5785.22
RIM ELEVATION=5795.849
INVERT OUT=5785.22
RIM ELEVATION=5796.950
3IN
END OF LOCATE
4IN
2IN
2IN
END OF LOCATE
2IN4IN
2IN
6IN
DIAMETER = 36"
MATERIAL = CPP
INVERT = 5802.794
W
12 IN
24 IN
24 IN
24 IN
DIAMETER = 36"
MATERIAL = CPP
INVERT = 5804.322
END OF LOCATE
FULL OF ROCK AND SILT
TOP OF PIPE=5806.821
MATERIAL=CMP
FULL OF ROCK AND SILT
TOP OF PIPE=5807.835
MATERIAL=CMP
6" DIA X 3' TALL
4" DIA X 3' TALL
4" DIA X 3' TALL
4" DIA X 3' TALL
END OF LOCATE
END OF MARKINGS
END OF LOCATE
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.664
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.648
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.389
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.124
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.314
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.256
INVERT OUT=5795.915
INVERT IN=5796.145
RIM ELEVATION=5812.805
4" DIA X 2' TALL
METAL POST
INVERT OUT=5810.778
INVERT IN=5810.728
RIM ELEVATION=5816.978
W
WW
W
INVERT OUT=5807.127
INVERT IN=5807.327
RIM ELEVATION=5820.907
DIAMETER = 15"
MATERIAL = CPP
INVERT = 5821.609
W
W
W
W
W
GROUND=5821.059
TOP=5823.184
CLAM 120
REFLECTOR POST
V V
V
V
2" VERTICAL PVC
6" VERTICAL PERFORATED CPP
W
FINAL DESIGN SHOWN
CONCURRENT CONSTRUCTION
13 ASOS EXPANSION SITE (FY18)
W W
V
W
IN=5822.028
TOP= 5828.428 SFT
INVERT OUT=5820.118
INVERT IN=5820.168
RIM ELEVATION=5828.418
TO BLDG
RIM ELEVATION=5828.935
DIAMETER=18"
MATERIAL=PVC
INVERT=5831.098
V
DIAMETER=18"
MATERIAL=PVC
INVERT=5832.998
V
V
7' T
ALL
CHAIN
LIN
K F
ENCE
6' T
ALL
CHAIN
LIN
K F
ENCE
3' TALL P
OST AND CABLE F
ENCE
6" VERTICAL PERFORATED CPP
G A
T E
B
B B
B
B
GROUND=5831.174
TOP=5834.192
B
6" DIA X 3' TALL
6" DIA X 3' TALL
B
B
GROUND=5842.033
TOP=5844.457
LFI MW8
B
B
GROUND=5833.22
TOP=5836.691
LOCKED
B B
GROUND=5836.686
TOP=5836.876
B B
GROUND=5839.783
TOP=5842.127
LFI MW07
B
B
B B
B B
GROUND=5844.948
TOP=5847.007
LFI MW6
4" DIA X 3' TALL
4" DIA X 3' TALL
4" DIA X 3' TALL
4" DIA X 2' TALL
METAL POST
GROUND=5821.059
TOP=5823.184
CLAM 120
V
V
2" VERTICAL PVC
DIAMETER=18"
MATERIAL=PVC
INVERT=5831.098
DIAMETER=18"
MATERIAL=PVC
INVERT=5832.998
G A
T E
B
B B
B
B
GROUND=5831.174
TOP=5834.192
B
6" DIA X 3' TALL
6" DIA X 3' TALL
B
B
GROUND=5842.033
TOP=5844.457
LFI MW8
B
B
GROUND=5833.22
TOP=5836.691
LOCKED
BB
GROUND=5836.686
TOP=5836.876
B B
GROUND=5839.783
TOP=5842.127
LFI MW07
B
B
B B
B
GROUND=5844.948
TOP=5847.007
LFI MW6
I
SS
I
SS
I
S
A N
CP
CP
E E
CP
CP
E E
S A N
S A N
E
S A N
S A N
SS
G
C B
E
AA
I
EE
S T O
R M
S T O
R M
S T O
R M
S A N
S A N
M
E
E
E
E
C H
A
IN
L
IN
K
E
C H
A
IN
LIN
K
EE
CPCP
CP
CP
CP
CP
AA
A
A
CPCP
CP
E
CP
E
INV= 5804.800 SFT
TCC
M
E
E
A
AG
T
A
E
E
E
EM
CHAIN LINK
E
CC
CBCB
CB
CB
CC
S
A
A
C
TA
I E
A
A
GG
W
TT
S
A
G
A
M
MW
AA
TA M
AA
A A
C
S
I
S
MW
M MW
MW
MW
MW
GMW
M
MW
MW
M MW
MW
MW
MW
GMW
SOUTH EAST.
BOUNDARY TO THE
BEYOND SHEET
EXTENDS 100FT
BANK LENGTH
CONDUCTORS. DUCT
REPLACE EXISTING
SWITCH SW0148.
FROM EXISTING
EXISTING DUCTBANK
WEST.
SHEET BOUNDARY TO THE
EXTENDS 220FT BEYOND
DUCT BANK LENGTH
EXISTING CONDUCTORS.
TR01491. REPLACE
EXISTING TRANSFORMER
EXISTING DUCTBANK TO
ES202.
ELEVATIONS ON
SEE DUCT BANK
ES201.
ELEVATIONS ON
SEE DUCT BANK
FA SERIES SHEETS.
ACCORDANCE WITH
STORAGE IN
HAZMAT AND POL
DETECTORS FOR
PROVIDE HEAT
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
S U
A A S H
TO
(U
S
(c) 2020 Transoft Solutions, Inc. All rights reserved.
S U
A A S H
TO
(U
S
(c) 2020 Transoft Solutions, Inc. All rights reserved.
PH
PH
SH
SH
SH
SH
PH
P2 P2
P2
P2
PH
PHPH
PH
SC
SC
SC
P2
LG - 9, 11
P1
LG-9,11
LG-9,11
P2
LG-9,11
P2
LG-9,11
P1
LG-13, 15
P2
LG-13,15
P1
LG-13,15
P1
LG-13,15
P1
LG-13,15
P1
PH
LG-13, 15
P2
P2
LG-13, 15
P2
LG-13, 15
P2
M
SH
3+00
10+00
8 8
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:23:51 AM 11/2/2022
...\FC\FCDC\40000 Design Products\CAD_BIM\_Sheets\FCDCES101
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
40' 80'0
N
N
KEY PLAN
SCALE 1" = 500'
KEYED NOTES:
GENERAL NOTES:
TRANSFORMER TR01491 IS 45KVA.
ESTIMATED LOAD REQUIRING TEMPORARY POWER AT
DURING OUTAGE DUE TO DUCT BANK REPLACEMENT. THE
PROVIDE TEMPORARY POWER SERVICE TO FACILITIES 3.
CONDUCTORS AS SEEN ON SHEET ES503.
SWITCH SW0148 AND TRANSFORMER TR01491. USE
2. REPLACE MEDIUM VOLTAGE CONDUCTOR BETWEEN
CONDUIT DETAILS.
1. SEE DETAIL 4 ON ES504 FOR CCTV AND AREA LIGHTING
/2
/2
A M G
E N
E R
A L R
E V
IS
IO
N S
F C
D C
E S .d g n
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A H
A
N E
C
A P
IT
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U M
B E
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IL
E N
A M
E
P N
F
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F T
A C
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IP
M E
N T M
A
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T E
N A
N C
E F
A C
IL
IT
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F O
R T C
A R
S O
N
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L O
R A
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O M
A H
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IS
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ES101
J
M O
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C H
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E L E
C T
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A L S
IT
E P
L A
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A
A N
S I
D
S L
IN
D G
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N
S L
IN
D G
R E
N
W F
R
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A M G
E N
E R
A L R
E V
IS
IO
N S
8. TRACE WIRE ACCESS WELL. SEE DETAIL 6 ON ES504.
TO VAULT WITH LOAD BREAK ELBOWS.
7. CONNECT INTO NEW VAULT TO FEED FACILITY. CONNECT
SHEET ES503.
6. USE 4/0 ALUMINUM CONDUCTORS AS SPECIFIED ON
SHEET ES503.
5. USE #2 ALUMINUM CONDUCTORS AS SPECIFIED ON
PATHWAY SWEEPS INTO THE EXISTING VAULT.
WITH THE EXISTING VAULT SO THE NEW DUCT BANK
NEW ELECTRICAL DUCTBANK. COORDINATE ELEVATIONS
4. MODIFY EXISTING ELECTRICAL VAULT TO CONNECT INTO
NOTED.
BETWEEN TRANSFORMER TR01491 AND SWITCH SW0148 AS
FOR DUCT BANK SIZING. REPLACE 3 EXISTING CONDUCTORS
3. NEW ELECTRICAL DUCTBANK. SEE SHEET ES504 DETAIL 5
2. NEW ELECTRICAL VAULT. SEE SHEET ES508 DETAIL 1.
POLE FOR POWER AND SIGNAL.
1. USE 1" CONDUITS BETWEEN CCTV CABINET AND LIGHT
3 3
INVERT OUT ESE=5783.209
INVERT IN WSW=5783.309
INVERT IN WNW=5783.359
DIAMETER=8"
MATERIAL=PVC
RIM ELEVATION=5787.509
12 IN
6 IN
24 IN
16 IN
16 IN
8 IN
30 IN
30 IN
16 IN
8 IN
24 IN
6 IN
C B
24 IN
8 IN
30 IN
24 IN
16 IN
2IN
2IN
24 IN
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5794.891
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5794.885
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.169
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.418
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.573
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.366
DIAMETER = 18"
MATERIAL = PVC
INVERT = 5796.034
DIAMETER = 18"
MATERIAL = PVC
INVERT = 5796.689
DIAMETER = 12"
MATERIAL = CMP
INVERT = 5794.814
DIAMETER = 12"
MATERIAL = CMP
INVERT = 5794.396
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5792.406
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5792.461
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5792.436
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5792.440
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5791.960
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5792.016
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5791.851
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5791.983
DIAMETER = 8"
MATERIAL = IRON
PARR TO FENCE
INVERT = 5805.425
DIAMETER = 6"
MATERIAL = PVC
INVERT = 5822.429
DIAMETER = 6"
MATERIAL = PVC
INVERT = 5820.918
DIAMETER = 24"
MATERIAL = RCP
PERP TO FENCE
INVERT = 5817.419
C B
6 IN
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.088
DIAMETER = 54"
MATERIAL = CPP
INVERT = 5795.111
16 IN
2IN
6 IN
12 IN
INVERT OUT=5790.456
INVERT IN=5790.446
RIM ELEVATION=5796.856
2IN
4IN
2IN
4IN
2IN
2IN
4IN
INVERT=5793.414
DIAMETER=24"
MATERIAL=HDPE
RIM ELEVATION=5798.614
INVERT=5793.723
DIAMETER=24"
MATERIAL=HDPE
RIM ELEVATION=5796.593
INVERT OUT=5782.972
INVERT IN=5782.951
RIM ELEVATION=5795.871
INVERT OUT=5782.839
INVERT IN=5785.22
RIM ELEVATION=5795.849
INVERT OUT=5785.22
RIM ELEVATION=5796.950
3IN
END OF LOCATE
4IN
2IN
2IN
END OF LOCATE
2IN4IN
2IN
6IN
DIAMETER = 36"
MATERIAL = CPP
INVERT = 5802.794
W
12 IN
24 IN
24 IN
24 IN
DIAMETER = 36"
MATERIAL = CPP
INVERT = 5804.322
END OF LOCATE
FULL OF ROCK AND SILT
TOP OF PIPE=5806.821
MATERIAL=CMP
FULL OF ROCK AND SILT
TOP OF PIPE=5807.835
MATERIAL=CMP
6" DIA X 3' TALL
4" DIA X 3' TALL
4" DIA X 3' TALL
4" DIA X 3' TALL
END OF LOCATE
END OF MARKINGS
END OF LOCATE
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.664
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.648
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.389
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.124
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.314
DIAMETER = 44"
MATERIAL = CPP
INVERT = 5807.256
INVERT OUT=5795.915
INVERT IN=5796.145
RIM ELEVATION=5812.805
4" DIA X 2' TALL
METAL POST
INVERT OUT=5810.778
INVERT IN=5810.728
RIM ELEVATION=5816.978
W
WW
W
INVERT OUT=5807.127
INVERT IN=5807.327
RIM ELEVATION=5820.907
DIAMETER = 15"
MATERIAL = CPP
INVERT = 5821.609
W
W
W
W
W
GROUND=5821.059
TOP=5823.184
CLAM 120
REFLECTOR POST
V V
V
V
2" VERTICAL PVC
6" VERTICAL PERFORATED CPP
W
FINAL DESIGN SHOWN
CONCURRENT CONSTRUCTION
13 ASOS EXPANSION SITE (FY18)
W W
V
W
IN=5822.028
TOP= 5828.428 SFT
INVERT OUT=5820.118
INVERT IN=5820.168
RIM ELEVATION=5828.418
TO BLDG
RIM ELEVATION=5828.935
DIAMETER=18"
MATERIAL=PVC
INVERT=5831.098
V
DIAMETER=18"
MATERIAL=PVC
INVERT=5832.998
V
V
7' T
ALL
CHAIN
LIN
K F
ENCE
6' T
ALL
CHAIN
LIN
K F
ENCE
3' TALL P
OST AND CABLE F
ENCE
6" VERTICAL PERFORATED CPP
G A
T E
B
B B
B
B
GROUND=5831.174
TOP=5834.192
B
6" DIA X 3' TALL
6" DIA X 3' TALL
B
B
GROUND=5842.033
TOP=5844.457
LFI MW8
B
B
GROUND=5833.22
TOP=5836.691
LOCKED
BB
GROUND=5836.686
TOP=5836.876
B B
GROUND=5839.783
TOP=5842.127
LFI MW07
B
B
B B
B B
GROUND=5844.948
TOP=5847.007
LFI MW6
GG
GG
16 IN
16 IN
8 IN
6 IN
C B
G
2IN
2IN
G
C B
2IN
2IN
4IN
2IN
4IN
2IN
2IN
4IN
3IN
END OF LOCATE
4IN
2IN
2IN
2IN4IN
2IN
6IN
W
6" DIA X 3' TALL
INVERT OUT=5795.915
INVERT IN=5796.145
RIM ELEVATION=5812.805
W
WW
W
INVERT OUT=5807.127
INVERT IN=5807.327
RIM ELEVATION=5820.907
W
W
REFLECTOR POST
FINAL DESIGN SHOWN
CONCURRENT CONSTRUCTION
13 ASOS EXPANSION SITE (FY18)
VV
V
3' TALL P
OST AND CABLE F
ENCE
6" VERTICAL PERFORATED CPP
I
SS
I
SS
I
S
A N
CP
CP
E E
CP
CP
E E
S A N
S A N
E
S A N
S A N
SS
G
C B
E
AA
I
EE
S T O
R M
S T O
R M
S T O
R M
S A N
S A N
M
E
E
E
E
C H
A
IN
L
IN
K
E
C H
A
IN
LIN
K
EE
CPCP
CP
CP
CP
CP
AA
A
A
CPCP
CP
E
CP
E
INV= 5804.800 SFT
TCC
M
E
E
A
AG
T
A
E
E
E
EM
CHAIN LINK
CC
CBCB
CB
CB
CC
S
A
A
C
TA
I E
A
A
GG
W
TT
S
A
G
A
M
MW
AA
TA M
AA
A
C
I
S
MW
M MW
MW
MW
MW
GMW
I
I
SS
C P
C P
E E
C P
C P
E E
GG
S A
N
S A
N
E
G
C B
AA
I
S T O
R M
S T O
R M
S T O
R M
S A
N
S A
N
EE
C P
C P
C P
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CCC
CB
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S
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TA
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GG
W
TT
S
TA M
C O
C O
MANHOLE MH0917.
COMMUNICATIONS
EXISTING
134' 30'
S O
L
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IT
A T
IO
N N
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D E
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D B
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D E
S C
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SHEET ID
S U
A A S H
TO
(U
S
(c) 2020 Transoft Solutions, Inc. All rights reserved.
S U
A A S H
TO
(U
S
(c) 2020 Transoft Solutions, Inc. All rights reserved.
PH
CH
T
P2
LG-9,11
P2
LG-9,11
P2
LG-9,11
P2
LG-9,11
P2LG-9,11
P2
LG-13,15
P2
8 8
CH
SH
4 4
M
15+00
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...\FC\FCDC\40000 Design Products\CAD_BIM\_Sheets\FCDCES102
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
40' 80'0
N
KEY PLAN
SCALE 1" = 500'
KEYED NOTES:
A M G
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A L R
E V
IS
IO
N S
/0
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F C
D C
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A H
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C
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P N
F
Y
S O
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IC
A L E
Q U
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N T M
A
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T E
N A
N C
E F
A C
IL
IT
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
O M
A H
A D
IS
T R
IC
T
ES102
J
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J
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C H
/2
/2
E L E
C T
R
IC
A L S
IT
E P
L A
N A
R E
A
A N
S I
D
S L
IN
D G
R E
N
S L
IN
D G
R E
N
W F
R
SIZE.
SHEET ES503. SEE SHEET ES504 DETAIL 1 FOR DUCT BANK
10. USE 4/0 ALUMINUM CONDUCTORS AS SPECIFIED ON
ES503. SEE SHEET ES504 DETAIL 1 FOR DUCT BANK SIZE.
9. USE #2 ALUMINUM CONDUCTORS AS SPECIFIED ON SHEET
8. TRACE WIRE ACCESS WELL. SEE DETAIL 6 ON ES504
TEST CABLES IN MANHOLE MH0917 PRIOR TO SPLICING.
ENSURE ENCLOSURES ARE PRESSURIZED AND SEALED.
COPPER AND FIBER OPTIC AT MH0917. PREFORM A TEST TO
EXISTING UNDERGROUND SPLICE CASES ENCLOSURES FOR
25-48. ROUTE NEW CABLES TO SOF TEMF FACILITY. REPLACE
STRAND FIBER SHALL USE CABLE FO12-06, USE STRANDS
INTO EXISTING CABLE CA12-07, USING WIRES 201-300CC. 24
SPLICED IN MH0917. 100 PAIR COPPER SHALL BE SPLICED
7. NEW 100 PAIR COPPER AND 24 STRAND FIBER TO BE
ES508 DETAIL 1.
6. LOCATION FOR NEW ELECTRICAL VAULT. SEE SHEET
5. LOCATION FOR POL/HAZMAT STORAGE POWER RACK.
DETAIL 4.
4. 4" PVC DIRECT BURIED CONDUIT. SEE SHEET ES504,
COMMUNICATION MANHOLE MH0919.
3. CONNECT NEW DUCT BANK INTO EXISTING
ES504, DETAIL 3.
2. NEW TELECOMMUNICATIONS DUCT BANK. SEE SHEET
TO MH0919.
1. EXISTING COMMUNICATIONS DUCT BANK FROM MH0917
3" 3" 3"
3" 3" 3"
3" 3" 3"
3"3" 3"
S O
L
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O
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D B
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SHEET ID
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...\FC\FCDC\40000 Design Products\CAD_BIM\_Sheets\FCDCES504
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P S O
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IN
E E
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
NOT TO SCALE
1 12.4KV CONCRETE ENCASED DUCT BANK
ES504
2P
SELECT SOIL BACKFILL
NOT TO SCALEES504
2C
TRACER WIRE
"TELECOMMUNICATIONS"
WARNING TAPE LABELED
SELECT SOIL BACKFILL
NOTES:
CONCRETE ENCASED DUCT BANK
(2) 4" CONDUITS.
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
SPARE
NOT TO SCALE
ES504
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
M
IN
IM
U M
SELECT SOIL BACKFILL
B U
IL
D
IN
G
F O
O T
IN
G S O
F
T
P
A S
S U
N D
A
S R
E Q
U
IR
D
2S
FINISHED GRADE FINISHED GRADEFINISHED GRADE
SPARE
NOT TO SCALE
ES504
TRACER WIRE ACCESS BOX
NOTE:
INNERDUCTS IN RACEWAY
(3) 1-1/4" HDPE OSP-RATED
SHEET EP600
INDICATED ON ONE-LINE. SEE
CABLES SIZE AND NUMBER AS
SPARE
LABELED "ELECTRIC"
WARNING TAPE
SECONDARY SERVICE 480V OR 208V
DIRECT BURIED DUCT BANK
TELECOMMUNICATIONS (2)
LABELED "ELECTRIC"
WARNING TAPE
FINISHED GRADE
COPPER AND FIBER COUNTS.
8. SEE EP601 FOR POWER CONDUCTOR SIZES AND ES508 FOR COMMUNICATIONS
END WITH DUCT PLUG.
PULLING TAPE WITH A MINIMUM BREAKING STRENGTH OF 1,200 LBS SECURED AT EACH
7. ALL NEW DUCTS AND INNERDUCTS SHALL HAVE PRE-LUBRICATED MEASURING
AS-BUILT CONSTRUCTION RECORDS.
CONTINUITY SHALL BE SUBMITTED TO THE PERMITTING AUTHORITY AS PART OF THE
VERIFY CONTINUITY OF TRACER WIRE SYSTEM AND A REPORT INDICATING
MAINTENANCE HOLE. AFTER INSTALLATION, TRACER WIRES SHALL BE TESTED TO
WIRE ON A TEST LUG AT THE TEST WELL LOCATED DIRECTLY ADJACENT TO
6. TRACER WIRE SHALL BE 12 AWG INSULATED SOLID COPPER. TERMINATE TRACER
5. ALL REINFORCEMENT SHALL HAVE A CLEAR COVER OF AT LEAST 2 INCHES.
BE CONCRETE ONLY.
UNDER ALL ROAD AND RAILROAD CROSSINGS. DUCTBANK IN ALL OTHER AREAS SHALL
4. CONTRACTOR SHALL INSTALL REINFORCED CONCRETE DUCTBANK AS SHOWN
WITHIN 30 FEET OF MANHOLE OR VAULT.
BOTTOM OF TRENCH SHALL BE GRADED TO PROVIDE GRADUAL DEPTH CHANGE
3. TO ENSURE DUCT IS AT PROPER DEPTH FOR ENTRY INTO VAULTS OR MANHOLES,
BLOCKS PLACED NOT MORE THAN 4 FEET APART ON CENTER.
2. DUCT SPACING SHALL BE MAINTAINED BY USE OF SEPARATORS OR SPACING
CABLES IN UNDERGROUND DUCT BANK.
1. SEE ELECTRICAL SITE DRAWINGS FOR LOCATION OF POWER AND COMMUNICATION
E-602 FOR QUANTITY AND SIZE
SEE FEEDER SCHEDULE EP601, E-601, AND
PVC CONDUITS SCHEDULE 40 OR TYPE EB
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
NOT TO SCALE
5 12.4KV CONCRETE ENCASED DUCT BANK
ES504
4P
SELECT SOIL BACKFILL
FINISHED GRADE
SPARE
LABELED "ELECTRIC"
WARNING TAPE
(4) 4" CONDUITS.
DIAGRAM ON EP600 FOR SIZES.
PARALLEL SETS. SEE ONELINE
SECONDARY SERVICE CABLE
M
IN
CONCRETE
HOT MIXED ASPHALTIC
NEW
TACK COAT
GRADE
FINISHED
BELOW NEW FLEXIBLE PAVEMENTBELOW SODDED AREAS
COURSE
TOP
BASESOIL
FINISHED GRADE
LOCATE 12" BELOW
MARKER TAPE (FOILED BACK).
10.5" MIN
NOT TO SCALEES504
PLANS FOR SIZE
CONDUIT, SEE RISER AND
PVC, EPC-40 OR EPC-80
(ASTM D 1557)
DENSITY
95% OF MAXIMUM
COMPACTED TO
OF SUBGRADE
TOP 6"
(ASTM D 1557)
LAYERS TO 90% OF MAX. DENSITY
BACKFILL COMPACTED IN 6"
BELOW SODDED AREAS.
PROVIDE SAND BED
POWER AND COMMUNICATIONS CONDUIT DIRECT BURIED DETAIL
(ONLY NEEDED FOR COMMUNICATIONS)
TRACER WIRE. LOCATE 18" BELOW GRADE.
COUNT.
REFER TO SHEET ES102 FOR CABLE
FIBER OPTIC CABLE IN INNER DUCT.
INDICATED ON SEE SHEET ES101.
CABLE SIZE AND NUMBER AS
KCMIL CONDUCTORS.
CONDUCTORS. (2) 6" CONDUITS FOR 350
(2) 4" CONDUITS FOR #2 AND 4/0
1500 PSI FLOW FILL CONCRETE.
CONCRETE ENCASEMENT. USE 1500 PSI FLOW FILL CONCRETE.
CONCRETE ENCASEMENT. USE
1500 PSI FLOW FILL CONCRETE.
CONCRETE ENCASEMENT. USE
1500 PSI FLOW FILL CONCRETE.
CONCRETE ENCASEMENT. USE
F C
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F O
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S L
IN
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IN
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D U
C T B
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K D
E T
A
IL
S
E L E
C T
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IC
A L
S
IT
E D
E T
A
IL
S
STRAND COUNTS.
SHEETS FOR FIBER
CABLE. REFER TO TN
TELECOMMUNICATIONS
CONCRETE RING WILL BE POURED AROUND ALL TEST WELLS TO PROTECT FROM DAMAGE.
EACH MH; IF POSSIBLE CONNECT CONTINUOUS RUNS TOGETHER IN SAME WELL. A 2'
INSULATED SOLID COPPER TRACER WIRE INSTALLED. A TRACER WIRE TEST WELL PLACED AT
ALL NEWLY CONSTRUCTED MHS, DUCT BANKS AND OVERBUILDS SHALL HAVE A 12 AWG 3.
2. TOP OF TRACER BOX SHALL BE COLOR CODED ORANGE.
HANDHOLE.
1. CONTRACTOR SHALL PROVIDE A TEST STATION AT EVERY COMM MANHOLE AND
A M G
E N
E R
A L R
E V
IS
IO
N S
/0
/2
(24" X 20" X 8")
LOCKABLE NEMA TYPE 4 ENCLOSURE
" STRUT CHANNEL (TYP)8
5" X 1 8
1" CONDUIT NIPPLE (TYP)
TAMPER SWITCH
MEDIA CONVERTER (NOT IN CONTRACT)
RECEPTACLE.
TURNS POWER ON/OFF TO
20AMP SWITCH. SWITCH
WITH GFCI RECEPTACLE AND
DOUBLE GANG STEEL BOX
BUILDING EAVE
SECURITY SCREWS
JUNCTION BOX W/
4"X4" NEMA 4X
GRADE 30 YEAR CAULK
WITH EXTERIOR
SEAL PENETRATION
1/2" EMT CONDUIT
CAMERA POWER
CONVERTER FOR
120 VAC TO 24 VAC
(NOT IN CONTRACT)
6 STRAND, SINGLE MODE
FIBER OPTIC PATCH PANEL
OTHERS)
(PROVIDED BY
CAMERA
PTZ DOME/FIXED
DAY/NIGHT
COLOR & B/W
(PROVIDED BY OTHERS)
OF BUILDING EAVE.
STRUCTURAL MEMBER
SECURE CAMERA TO
(PROVIDED BY OTHERS)
CAMERA WALL MOUNT.
S O
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A T
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...\FC\FCDC\40000 Design Products\CAD_BIM\_Sheets\FCDCES506
U .S
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P S O
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NOT TO SCALE ES506
NOT TO SCALE ES506
CCTV WALL MOUNT DETAIL
NOTES:
SUSPENDED CEILING.
SHALL BE LOCATED WITHIN THE FACILITY ABOVE THE
1. CCTV JUNCTION BOX FOR WALL MOUNTED CCTV CAMERA
MOUNTED ON POLE)
1" C FOR 24V. (TO CAMERA
(TO CAMERA MOUNTED ON POLE)
1" LB CONDUIT FITTING (TYP)
GRADE
M
IN
MINIMUM OF 3' ABOVE GRADE.
POLE BASE SHALL BE A
CAMERA
24VAC POWER TO
1" PVC CONDUIT FOR
DRAWINGS.
ELECTRICAL SITE
NOTED ON
UNLESS OTHERWISE
1" PVC CONDUIT
LIGHTING
FOR AREA
480V POWER
AREA LIGHTING
120V POWER FOR
HANDHOLE
SM FIBER TO SIGNAL
SIGNAL.
CAT6 FOR CAMERA
FUTURE SHIELDED
PULL STRING FOR
1" PVC CONDUIT,
DAMPENER.
ROUND POLE WITH VIBRATION
GALVANIZED STEEL TAPERED
NOT TO SCALE ES506
2 STREET LIGHTING AND CAMERA POLE DETAIL
NOTES:
STRUCTURE.
CABINET SUPPORT
TYPICAL CCTV ENCLOSURE DETAIL
SHEET.
DETAIL 1 ON THIS
CCTV ENCLOSURE SEE
(FROM POWER HANDHOLE)
1" C FOR 120V TO CONVERTER.
(FROM SIGNAL HANDHOLE)
1" LB CONDUIT FITTING (TYP)
VIBRATION DAMPENING.
3. POLES THAT WILL BE USED FOR CCTV MOUNTING WITH HAVE
2. SEE DETAIL 2 ON ES507 FOR CCTV ENCLOSURE RACK.
INFORMATION.
1. SEE POLE DETAIL 4 ON SHEET ES501 FOR ADDITIONAL POLE
S I
D
W F
R
C C
T V P
O L E A
N D M
O U
N T
IN
G D
E T
A
IL
S
F C
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O M
A H
A
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C
A P
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O L A
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F
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B E
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F
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A M
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P N
F
Y
S O
F T
A C
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IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
Y
F O
R T C
A R
S O
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C O
L O
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D O
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A H
A D
IS
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ES506
J
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J
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/2
/2
S L
IN
D G
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N
S L
IN
D G
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C T
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A L
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IT
E D
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A
IL
S
A M G
E N
E R
A L R
E V
IS
IO
N S
/0
/2
MOUNTING.
THE POLE FOR FUTURE CAMERA
1" DIAMETER PENETRATION IN
(PROVIDED BY OTHERS). PROVIDE
FUTURE SECURITY CAMERA
L
IC
IT
A T
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D A
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C O
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...\FC\FCDC\40000 Design Products\CAD_BIM\_Sheets\FCDCES507
U .S
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NOT TO SCALE ES507
GRADE
36"
12"
CAP (TYP.)
TO MDSB
(3/4" DIA. x 10'-0" LONG)
TRANSFORMER GROUND ROD
(TYP.)
2" GRC
CLAMP
CHANNEL WITH 2" PIPE
1 5/8" GALVANIZED
(TYP)
SIZE AS REQUIRED.
CONDUIT CLAMPS,
(NEMA 4)
PLHAZ
PANEL
POL/HAZMAT STORAGE OUTDOOR POWER RACK
COPPER.
6. EXOTHERMICALLY CONNECT GROUND ROD TO NEARBY BOLLARD(S) WHERE PRESENT WITH #6 AWG BARE
5. 30" MINIMUM BURIED DEPTH OF UNDERGROUND CONDUIT.
4. SEE SHEET EP601 FOR MORE INFORMATION REGARDING TRANSFORMER SIZE, CONDUCTOR SIZE, ETC.
3. ALL ABOVE GROUND CONDUIT SHALL BE RGS AND SHALL TRANSITION TO PVC BELOW GRADE.
2. CONTRACTOR TO SIZE SUPPORT MEMBERS TO SUPPORT ACTUAL EQUIPMENT USED.
1. PROVIDE 6" REINFORCED CONCRETE PAD FOR DRY TYPE TRANSFORMER.
GENERAL NOTES:
KEYED NOTES:
36"
12"
CAP (TYP.)
(TYP.)
2" GRC
(TYP)
SIZE AS REQUIRED.
CONDUIT CLAMPS,
CLAMP
CHANNEL WITH 2" PIPE
1 5/8" GALVANIZED
24"
24"
12"
NOT TO SCALE ES507
CCTV OUTDOOR POWER AND SIGNAL RACK
GENERAL NOTES:
BOLLARD(S) WHERE PRESENT WITH #6 AWG BARE COPPER.
2. EXOTHERMICALLY CONNECT GROUND ROD TO NEARBY
TRANSITION TO PVC BELOW GRADE.
1. ALL ABOVE GROUND CONDUIT SHALL BE RGS AND SHALL
KEYED NOTES:
POL/HAZMAT CONTAINER GROUNDING SYSTEM.
VIEW. CONDUCTOR SIZE SHALL BE THE SAME AS
TEST WELL WITH BARE COPPER. SEE ES101 FOR ENLARGED
3. EXOTHERMICALLY CONNECT GROUND ROD TO NEARBY
BARE COPPER.
CONNECT TO TRANSFORMER GROUND ROD WITH #6 AWG
FUTURE BONDING REQUIREMENTS. EXOTHERMICALLY
2. 3/4" DIA. x 10'-0" LONG GROUND ROD. LEAVE EXPOSED FOR
EXOTHERMICALLY CONNECTED TO EXPOSED GROUND ROD.
1. #6 AWG BARE COPPER BOLTED TO FRAME AND
(NEMA 4X)
T2
XFMR
(NEMA 4)
ENCLOSURES
CCTV
U
T
IL
IT
Y R
A C
K
E L E
C T
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IC
A L
S
IT
E D
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A
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F C
D C
E S .d g n
O M
A H
A
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C
A P
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O L A
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F
IL
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B E
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F
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A M
E
P N
F
Y
S O
F T
A C
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IC
A L E
Q U
IP
M E
N T M
A
IN
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N A
N C
E F
A C
IL
IT
Y
F O
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A R
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ES507
J
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/2
S L
IN
D G
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N
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IN
D G
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N
A N
S I
D
W F
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BREAKER
WITH 100A CIRCUIT
100A, NEMA 4,
10. WEATHERPROOF GFI NEMA 5-20R DUPLEX RECEPTACLE WITH IN-USE COVER.
BE THE SAME AS POL/HAZMAT CONTAINER GROUNDING SYSTEM (SEE ES100A KEYED NOTES).
9. EXOTHERMICALLY CONNECT GROUND RODS TO EACH OTHER WITH BARE COPPER. CONDUCTOR SIZE SHALL
ENLARGED VIEW. CONDUCTOR SIZE SHALL BE THE SAME AS POL/HAZMAT CONTAINER GROUNDING SYSTEM.
8. EXOTHERMICALLY CONNECT GROUND ROD TO NEARBY FENCE POST WITH BARE COPPER. SEE ES113B FOR
ENLARGED VIEW. CONDUCTOR SIZE SHALL BE THE SAME AS POL/HAZMAT CONTAINER GROUNDING SYSTEM.
7. EXOTHERMICALLY CONNECT GROUND ROD TO NEARBY TEST WELL WITH BARE COPPER. SEE ES101 FOR
EXOTHERMICALLY CONNECT TO TRANSFORMER GROUND ROD WITH #6 AWG BARE COPPER.
6. 3/4" DIA. x 10'-0" LONG GROUND ROD. LEAVE EXPOSED FOR FUTURE BONDING REQUIREMENTS.
5. #6 AWG BARE COPPER BOLTED TO FRAME AND EXOTHERMICALLY CONNECTED TO EXPOSED GROUND ROD.
4. PROVIDE DISCONNECT WITH EXTERNAL SPD.
3. 480 - 208Y/120 VOLT DRY TYPE TRANSFORMER.
2. TO POL/HAZMAT STORAGE 2 CONTAINER DISCONNECT.
1. TO POL/HAZMAT STORAGE 1 CONTAINER DISCONNECT.
A M G
E N
E R
A L R
E V
IS
IO
N S
/0
/2
P1
T1
FA
GR2
SPD
GR1
SPD
ML2
MH1 SPD
B2
B1
UH-3
CWP-1
CWP-2
HWP-1 HWP-2
GR1-2
P2
LG
LIGHTING CONTACTOR
PHP-1 PHP-2
RP-1
ML2-1 ML2-28,30
ML2-7
ML2-2
ML2-9
ML2-22,24,26
ML2-19,21,23
ML2-29
ML2-31GF-2
GF-1
ML2-15,17
ML2-18,20
SPD
SPD
SPD
SPD
ML2-33
DDC
GFCI
FACP
FAT
ML2-35,3712
SS-3
ML1
SPD
GLP-1
GLP-2
HP-1
HP-2
ML2-10,12
ML2-32,34
ML2-39,41,43ML2-36,38,40
ML2-42
SPD
6'
8"
4'
0"
10 10
SS-1
SS-2
ITN
SPD
ITN-4
ITN-2
ITN-1
112J
112I
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
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1/2" = 1'-0"EP201
ELECTRICAL AND MECHANICAL ROOM POWER
PLAN
2' 4'1'0
PLAN NORTH
KEY NOTES:
1. SEE MECHANICAL SHEETS FOR EQUIPMENT MOUNTING HEIGHTS.
2. FIRE ALARM EQUIPMENT. SEE FA SHEETS FOR INFORMATION.
3. LIGHTSWITCH LOCATION.
4. MOTORIZED GARAGE DOOR CONTROL LOCATION.
5. TELECOMMUNICATION PORT LOCATION.
6. RECEPTACLE POWER LOCATION.
7. LOCATION OF FIRE ALARM SPEAKER AND STROBE.
8. EXIT SIGN.
9. COORDINATE RECEPTACLE TO BE PLACED INSIDE OF RNEC CABINET.
10. LOCATION FOR ONE FLOOR MOUNTED RACK. SEE TN SHEETS. EACH FLOOR MOUNTED RACK
SHALL HAVE AT MINIMUM TWO QUAD-PLEX RECEPTACLE WITH TWO 120V/20A DEDICATED
CIRCUITS NEMA 5-20R AND TWO SINGLE 208V/30A DEDICATED CIRCUITS NEMA L6-30R.
11. INDOOR SPLIT SYSTEM UNIT CIRCUITED WITH OUTDOOR UNITS. SEE SHEET EP102.
12. CIRCUIT TO OUTDOOR UNIT AND DISCONNECT.
1/2" = 1'-0"EP201
MOUNTING FOR ELECTRONIC SYSTEMS NEAR
ROLLING DOOR
1/2" = 1'-0"EP201
NIPR AND SIPR COMMUNICATION ROOM
POWER PLAN
of Engineers ®
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Notes:
W Welder 45000 VA 30.00% 13500 VA Power 0 VA 0.00% 0 VA Total Est. Demand Current: 181 A Spare 9000 VA 50.00% 4500 VA Total Conn. Current: 235 A P Power 0 VA 0.00% 0 VA Total Est. Demand: 150736 VA M Motor 98420 VA 80.00% 78736 VA Total Conn. Load: 195620 VA LM Largest Motor 43200 VA 125.00% 54000 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 235 A 235 A 235 A Total Load: 65207 VA 65207 VA 65207 VA
53 SPACE ONLY -- -- 1 -- 0 VA -- -- -- -- 54
51 SPACE ONLY -- -- 1 -- 0 VA -- -- -- -- 52
49 SPACE ONLY -- -- 1 -- 0 VA 3 30 A P... SPD 50
47 SPACE ONLY -- -- 1 -- 1000 VA 1 20 A -- SPARE 48
45 SPACE ONLY -- -- 1 -- 1000 VA 1 20 A -- SPARE 46
43 SPACE ONLY -- -- 1 -- 1000 VA 1 20 A -- SPARE 44
41 SPARE -- 20 A 1 1000 VA 1000 VA 1 20 A -- SPARE 42
39 SPARE -- 20 A 1 1000 VA 1000 VA 1 20 A -- SPARE 40
37 SPARE -- 20 A 1 1000 VA 1000 VA 1 20 A -- SPARE 38
35 -- -- -- -- 1900 VA 1967 VA -- -- -- -- 36
33 -- -- -- -- 1900 VA 1967 VA -- -- -- -- 34
31 RM112 VEF-2, 4 P... 15 A 3 1900 VA 1967 VA 3 15 A P... RM112 VEF-5, 7 32
29 -- -- -- -- 1900 VA 5673 VA -- -- -- -- 30
27 -- -- -- -- 1900 VA 5673 VA -- -- -- -- 28
25 RM112, VEF-6, 8 P... 15 A 3 1900 VA 5673 VA 3 15 A P... RM112, VEF-1,3 26
23 -- -- -- -- 15000 VA 9200 VA -- -- -- -- 24
21 -- -- -- -- 15000 VA 9200 VA -- -- -- -- 22
19 WELDER RECEPTACLES RM112 ... 20 A 3 15000 VA 9200 VA 3 45 A M... HVU-1 20
17 -- -- -- -- 2000 VA 3000 VA -- -- -- -- 18
15 -- -- -- -- 2000 VA 3000 VA -- -- -- -- 16
13 10 TON BRIDGE CRANE M... 20 A 3 2000 VA 3000 VA 3 20 A P... NORTH BIFOLD DOOR, RM112 14
11 -- -- -- -- 3000 VA 14400 VA -- -- -- -- 12
9 -- -- -- -- 3000 VA 14400 VA -- -- -- -- 10
7 SOUTH BIFOLD DOOR, RM112 M... 20 A 3 3000 VA 14400 VA 3 125 A L... AIR COMPRESSOR 1, RM115 8
5 -- -- -- -- 1330 VA 2837 VA -- -- -- -- 6
3 -- -- -- -- 1330 VA 2837 VA -- -- -- -- 4
1 EF-1, RM127 M... 20 A 3 1330 VA 2837 VA 3 15 A M... DOAS-1, ROOFTOP 2
CKT LOAD LT CB P A B C P CB LT LOAD CKT
Notes:
Enclosure: Type 1 Sections: 1 MCB Rating: 250 A Mounting: Surface Wires: 4 Frame Rating: 400 A
Supply From: P1 Phases: 3 Mains Type: MCB Location: ELEC 116 Volts: 480Y/277 Fault Duty (Min.): 10KAIC
Branch Panel: MH1
Notes:
Total Est. Demand Current: 30 A Spare 5000 VA 50.00% 2500 VA Total Conn. Current: 27 A Power 200 VA 100.00% 200 VA Total Est. Demand: 24740 VA LE Lighting - Exterior 3390 VA 125.00% 4237 VA Total Conn. Load: 22831 VA L Lighting 14271 VA 125.00% 17839 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 37 A 25 A 22 A Total Load: 9999 VA 6879 VA 5958 VA
41 -- -- -- -- 0 VA 200 VA 1 20 A Po... LIGHTING CONTACTOR 42
39 -- -- -- -- 0 VA -- 1 -- -- SPACE ONLY 40
37 SPD Po... 30 A 3 0 VA -- 1 -- -- SPACE ONLY 38
35 SPACE ONLY -- -- 1 -- -- 1 -- -- SPACE ONLY 36
33 SPACE ONLY -- -- 1 -- -- 1 -- -- SPACE ONLY 34
31 SPACE ONLY -- -- 1 -- -- 1 -- -- SPACE ONLY 32
29 SPACE ONLY -- -- 1 -- -- 1 -- -- SPACE ONLY 30
27 SPARE -- 20 A 1 1000 VA 0 VA 1 20 A -- SPARE 28
25 SPARE -- 20 A 1 1000 VA 1000 VA 1 20 A -- SPARE 26
23 SPARE -- 20 A 1 1000 VA 1000 VA 1 20 A -- SPARE 24
21 SECURITY LIGHT FOR WEAPONS VAULT L... 20 A 1 26 VA 130 VA 1 20 A L... L Lighting 22 19 RM 106, 106A, 112G, 116, 117 L... 20 A 1 1848 VA 2714 VA 1 20 A L... LIGHTING RM123 - RM127 20 17 EAST EXTERIOR LIGHTS L... 20 A 1 400 VA 756 VA 1 20 A L... RM 100, 101, 102, 103, 109 18
15 -- -- -- -- 450 VA 2196 VA 1 20 A L... LIGHTING RM 118 - RM122 16
13 NORTH WEST PARKING LOT LIGHTS LE... 20 A 2 450 VA 502 VA 1 20 A L... RM 109A, 110 LIGHTS 14
11 -- -- -- -- 810 VA 301 VA 1 20 A L... RM 107, 108 LIGHTS 12
9 SOUTH AND EAST PARKING LOT LIGHTS LE... 20 A 2 810 VA 635 VA 1 20 A L... RM 112H, 112I, 112J, 104 LIGHTS 10 7 RM 113, 114, 115 LIGHTS L... 20 A 1 407 VA 608 VA 1 20 A LE... WEST EXTERIOR LIGHTS. 8 5 RM112 SOUTH CENTRAL HIGHBAY LIGHTS L... 20 A 1 540 VA 1012 VA 1 20 A L... RM112 SOUTH EAST HIGHBAY LIGHTS 6 3 RM112 NORTH EAST HIGHBAY LIGHTS L... 20 A 1 821 VA 810 VA 1 20 A L... RM112 SOUTH WEST HIGHBAY LIGHTS 4 1 RM112 NORTH WEST HIGHBAY LIGHTS L... 20 A 1 1012 VA 540 VA 1 20 A L... RM112 NORTH CENTRAL HIGHBAY LIGHTS 2
CKT LOAD LT CB P A B C P CB LT LOAD CKT
Notes:
Enclosure: Type 1 Sections: 1 MCB Rating: 100 A Mounting: Surface Wires: 4 Frame Rating: 200 A
Supply From: P1 Phases: 3 Mains Type: MCB Location: ELEC 116 Volts: 480Y/277 Fault Duty (Min.): 10KAIC
Branch Panel: LG
Notes:
W Welder 45000 VA 30.00% 13500 VA Spare 77000 VA 50.00% 38500 VA R Receptacle 85980 VA 55.82% 47990 VA P Power 23500 VA 71.28% 16750 VA M Motor 152590 VA 80.00% 122072 VA Total Est. Demand Current: 392 A LM Largest Motor 47950 VA 125.00% 59938 VA Total Conn. Current: 546 A LE Lighting - Exterior 3390 VA 125.00% 4237 VA Total Est. Demand: 325979 VA L Lighting 14271 VA 125.00% 17839 VA Total Conn. Load: 453843 VA C Continuous 4000 VA 125.00% 5000 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 570 A 550 A 525 A Total Load: 156943 VA 151446 VA 145455 VA
8 SPACE ONLY 1 -- --
7 SPACE ONLY 1 -- --
6 SPARE 3 100 A 10000 VA 10000 VA 10000 VA
5 TRANSFORMER T2 3 100 A 5367 VA 5167 VA 4167 VA
4 PANEL LG 3 100 A 9999 VA 6879 VA 5958 VA
3 PANEL MH1 3 250 A 65207 VA 65207 VA 65207 VA
2 TRANSFORMER T1 3 200 A 66376 VA 64194 VA 60131 VA
1 EXTERNAL SPD 3 60 A 0 VA 0 VA 0 VA
CKT LOAD P CB A B C REMARKS
Notes:
Enclosure: MCB Rating: 400 A Mounting: Wires: 4 Frame Rating:
Supply From: Phases: 3 Mains Type: MCB Location: ELEC 116 Volts: 480Y/277 Fault Duty (Min.): 10KAIC
Distribution Panel: P1
Notes:
Spare 31000 VA 50.00% 15500 VA R Receptacle 85780 VA 55.83% 47890 VA Total Est. Demand Current: 356 A P Power 11000 VA 95.45% 10500 VA Total Conn. Current: 529 A M Motor 54170 VA 80.00% 43336 VA Total Est. Demand: 128164 VA LM Largest Motor 4750 VA 125.00% 5938 VA Total Conn. Load: 190700 VA C Continuous 4000 VA 125.00% 5000 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 558 A 540 A 501 A Total Load: 66376 VA 64194 VA 60131 VA
8 EXTERNAL SPD 3 60 A 0 VA 0 VA 0 VA
7 SPARE 3 100 A 1000 VA 1000 VA 1000 VA
6 PANEL ML1 3 20 A 10276 VA 8454 VA 5588 VA
5 PANEL ITN 3 100 A 17395 VA 19150 VA 15075 VA
4 PANEL GR2 3 100 A 12960 VA 11460 VA 12340 VA
3 PANEL GR1 3 100 A 8900 VA 6800 VA 9900 VA
2 PANEL ML2 3 150 A 13845 VA 15330 VA 15228 VA
1 PANEL FA 3 60 A 2000 VA 2000 VA 1000 VA
CKT LOAD P CB A B C REMARKS
Notes:
Enclosure: Type 1 MCB Rating: 400 A Mounting: Surface Wires: 4 Frame Rating: 400 A
Supply From: T1 Phases: 3 Mains Type: MCB Location: ELEC 116 Volts: 208Y/120 Fault Duty (Min.): 10KAIC
Distribution Panel: P2
| Drawings (Reissued) |
| ES101 - ELECTRICAL SITE PLAN - AREA 1 |
| ES102 - ELECTRICAL SITE PLAN - AREA 2 |
| ES504 - ELECTRICAL SITE DETAILS DUCT BANK DETAILS |
| ES506 - ELECTRICAL SITE DETAILS CCTV POLE AND MOUNTING DETAILS |
| ES507 - ELECTRICAL SITE DETAILS UTILITY RACK |
| EP201 - ELECTRICAL AND MECHANICAL ROOM PLAN |
| EP601 - PANEL SCHEDULES 1 |
File details come from the government source that posted it. Updated .