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SHEET OF
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IDENTIFICATION
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.U,IA
SA
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No. 4156-E
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EXPIRATION: 4/30/2020
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E-213
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SCALE: AS NOTED
E L E
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N S S
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F
T R
A N
S F
O R
M E
R S
W
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C H
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A R
D
TRANSFORMER AND SWITCHBOARD, ELEVATIONS, SHT 2 OF 5
0 1' 2' 4'
SCALE : 1/2"=1'
A3
E-301SECT. H
DUCT
SECT. C
DUCT
C4
E-301
3-3" PVC
A3
E-301SECT. H
DUCT
SECT. J
DUCT
A4
E-301
10-2" PVC
2-4" PVC 2-4" PVC
2-4" PVC 2-4" PVC
NOTES:
A3
E-402
A4
E-521
A3
E-402
2-5" PVC
2-5" PVC
A4
E-521
NAMEPLATES.
TRANSFORMERS, PARA 2. 2. 3. 1, FOR SPECIFICS ON
REFER TO UFGS 26 12 19.10, THREE-PHASE PAD-MOUNTED 2.
SPECIFICS ON NAMEPLATES.
REFER TO UFGS 26 24 13, SWITCHBOARDS, PARA 2.4, FOR 1.
X X
X
X X
X
M K
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
TO EHH-14
EHH-1-SB10
TO
EHH-1-SB7
TO
TO EHH-2-SB7
TO EHH-12
125SHEET OF
2-4" PVC
(8) 2" PVC
B4
E-301SECT. F
DUCT
A3
E-301
A3
E-402
A4
E-521
LABEL
EQUIPMENT
LABEL
EQUIPMENT
EHH-1-SB11
TO
TO EHH-13
2-5" PVC 2-4" PVC
SCALE: 1/2" = 1'-0"
A2
2-4" PVC 2-4" PVC
7-2" PVC
SECT. K
DUCT
SECT. H
DUCT
2-5" PVC
LABEL
EQUIPMENT
LABEL
EQUIPMENT
TO EHH-8
TO EHH-1-SB15
SWITCHBOARD (SB15)
A5
E-301
A2
E-402
A3
E-301
A4
E-521
SWITCHBOARD (SB11)
TRANSFORMER (X13)
225 KVA
TRANSFORMER (X14)
225 KVA
(SB10)
SWITCHBOARD
SWITCHBOARD (SB7)
SCALE: 1/2" = 1'-0"
A3
TRANSFORMER (X12)
225 KVA TRANSFORMER (X8)
225KVA
SCALE: 1/2" = 1'-0"
C2
SCALE: 1/2" = 1'-0"
C3
S C
R
IP
T
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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
M A
R K
D E
S C
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IP
T
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N D
A T
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P P
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Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
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F
IL
E L
F
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P L
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D R
IV
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P E
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A B
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P
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T B
L S
P
L T
D R
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P R
IN
T E
D B
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L A
S T S
A V
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S O
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D W
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IN
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A R
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P S O
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IN
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IDENTIFICATION
SHEET
S U
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D B
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IS
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U E D
A T
E
W
A -1
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-0
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LICENSED
KI
V
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PROFESSIONAL
.A
ENGINEER
.U,IA
SA
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No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
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.d g n
E-214
SHEET OF
C Y
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SCALE: AS NOTED
E L E
V A
T
IO
N S S
H E
E T O
F
T R
A N
S F
O R
M E
R S
W
IT
C H
B O
A R
D
TRANSFORMER AND SWITCHBOARD, ELEVATIONS, SHT 3 OF 5
0 1' 2' 4'
SCALE : 1/2"=1'
TO T-184
2-4" PVC 2-4" PVC 2-4" PVC
2-4" PVC 2-4" PVC
2-4" PVC
A3
E-301SECT. H
DUCT
C4
E-301 SECT. D
DUCT
A3
E-301 SECT. H
DUCT
A3
E-301 SECT. H
DUCT
SECT. E
DUCT
B3
E-301
SECT. J
DUCT
A4
E-301
NOTES:
A3
E-402
2-5" PVC
2-5" PVC
A4
E-521
A3
E-402
A4
E-521
A3
E-4022-5" PVC
A4
E-521
NAMEPLATES.
TRANSFORMERS, PARA 2. 2. 3. 1, FOR SPECIFICS ON
REFER TO UFGS 26 12 19.10, THREE-PHASE PAD-MOUNTED 2.
SPECIFICS ON NAMEPLATES.
REFER TO UFGS 26 24 13, SWITCHBOARDS, PARA 2.4, FOR 1.
X X
X
M K
X X
X
TO EHH-18
LABEL
EQUIPMENT
LABEL
EQUIPMENT
EHH-1-SB9
TO
6-2" PVC
TO EHH-17
4-2" PVC
TO EHH-7
EHH-1-SB8
TO
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
10-2" PVC
EHH-1-SB14
TO
SCALE: 1/2" = 1'-0"
C2
SECT. E
DUCT
B3
E-301
A3
E-301
2-4" PVC 2-4" PVC2-5" PVC
A3
E-403
A4
E-521
LABEL
EQUIPMENT
LABEL
EQUIPMENT
EHH-1-SB12
TO
TO EHH-15
SECT. H
DUCT
5-2" PVC
1-3" PVC
SWITCHBOARD (SB12)
TRANSFORMER (X15)
225 KVA
SCALE: 1/2" = 1'-0"
C3
SCALE: 1/2" = 1'-0"
A2
SCALE: 1/2" = 1'-0"
A3
TRANSFORMER (X18)
225 KVA
SWITCHBOARD (SB9)
SWITCHBOARD (SB14)SWITCHBOARD (SB8)
TRANSFORMER (X17)
225 KVA
TRANSFORMER (X7)
225 KVA
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
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P L
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D R
IV
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P E
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A B
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P
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P
L T
D R
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P R
IN
T E
D B
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S E
R
L A
S T S
A V
E D B
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S O
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A T
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N N
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F
IL
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A M
E
D W
N B
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C K
D B
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D E
S
IG
N E
D B
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D A
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F
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U M
B E
R
S
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P L
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T R
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A H
A R
A A
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IA
T E
S
IN
C
U .S
A R
M Y C
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P S O
F E
N G
IN
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IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
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C I
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D O
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P O
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IN
G A
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A
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C T
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A L L
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E S A
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A T
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F Y
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T H D
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A G
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D A
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T A
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.YN H
LICENSED
KI
V
E M
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PROFESSIONAL
.A
ENGINEER
.U,IA
SA
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No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -2
.d g n
E-215
SHEET OF
C Y
K
SCALE: AS NOTED
E L E
V A
T
IO
N S S
H E
E T O
F
T R
A N
S F
O R
M E
R S
W
IT
C H
B O
A R
D
TRANSFORMER AND SWITCHBOARD, ELEVATIONS, SHT 4 OF 5
0 1' 2' 4'
SCALE : 1/2"=1'
2-4" PVC 2-4" PVC
6-2" PVC
8-2" PVC
2-4" PVC2-4" PVC
2-4" PVC 2-4" PVC2-5" PVC
NOTES:
2-5" PVC
2-5" PVC
NAMEPLATES.
TRANSFORMERS, PARA 2. 2. 3. 1, FOR SPECIFICS ON
REFER TO UFGS 26 12 19.10, THREE-PHASE PAD-MOUNTED 2.
SPECIFICS ON NAMEPLATES.
REFER TO UFGS 26 24 13, SWITCHBOARDS, PARA 2.4, FOR 1.
X X
X
X X
X
M K
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
EHH-1-SB17
TO
TO EHH-1-16
TO EHH-9
TO EHH-10
TO EHH-11
EHH-1-SB18
TO
A4
E-521
A3
E-301
A2
E-402
B4
E-301
A2
E-402
B4
E-301
A4
E-521
A3
E-301
A2
E-402
B4
E-301
A4
E-521
A3
E-301
8-2" PVC
1-3" PVC
SECT. F
DUCT
SECT. H
DUCT
SECT. H
DUCT
SECT. E
DUCT
SECT. H
DUCTSECT. G
DUCT
SCALE: 1/2" = 1'-0"
C3
SCALE: 1/2" = 1'-0"
A3
SCALE: 1/2" = 1'-0"
A2
SWITCHBOARD (SB17)
SWITCHBOARD (SB18)SWITCHBOARD (SB16)
TRANSFORMER (X9)
225 KVA
TRANSFORMER (X11)
225 KVA
TRANSFORMER (X10)
225 KVA
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
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N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -2
.d g n
E-216
SHEET OF
C Y
K
SCALE: AS NOTED
E L E
V A
T
IO
N S S
H E
E T O
F
T R
A N
S F
O R
M E
R S
W
IT
C H
B O
A R
D
TRANSFORMER AND SWITCHBOARD, ELEVATIONS, SHT 5 OF 5
0 1' 2' 4'
SCALE : 1/2"=1'
7-2" PVC
5-2" PVC
A3
E-301 SECT. H
DUCT
A3
E-301 SECT. H
DUCT
2-4" PVC
2-4" PVC
2-4" PVC
2-4" PVC
2-4" PVC
6-2" PVC
SECT. H
DUCT
A3
E-301
B3
E-301SECT. E
DUCT
NOTES:
A4
E-521
A3
E-403
2-5" PVC2-4" PVC
A5
E-301
2-5" PVC
A3
E-403
A4
E-521
A4
E-521
A3
E-403
2-5" PVC
NAMEPLATES.
TRANSFORMERS, PARA 2. 2. 3. 1, FOR SPECIFICS ON
REFER TO UFGS 26 12 19.10, THREE-PHASE PAD-MOUNTED 2.
SPECIFICS ON NAMEPLATES.
REFER TO UFGS 26 24 13, SWITCHBOARDS, PARA 2.4, FOR 1.
SECT. K
DUCT
X X
X
X X
X
M K
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
LABEL
EQUIPMENT
TO EHH-1-SB20
EHH-2-SB13
TO
EHH-1-SB19
TO
EHH-19
TO
FOR T-41
EP #223
TO
EHH-2-SB20
TO
EHH-20
TO
EHH-16
TO
SCALE: 1/2" = 1'-0"
A3
SCALE: 1/2" = 1'-0"
A1
SCALE: 1/2" = 1'-0"
C1 SCALE: 1/2" = 1'-0"
C3
2-5" PVC 2-4" PVC
EHH-24
TO
A3
E-301 SECT. H
DUCT
EHH-1-SB21
TO
C4
E-301SECT. D
DUCT
4-2" PVC
2-4" PVC
A3
E-402
LABEL
EQUIPMENT
LABEL
EQUIPMENT
SWITCHBOARD (SB21) SWITCHBOARD (SB19)
SWITCHBOARD (SB20)SWITCHBOARD (SB13)
TRANSFORMER (X24)
225 KVA
TRANSFORMER (X19)
225 KVA
TRANSFORMER (X20)
225 KVA
TRANSFORMER (X16)
225 KVA
A4
E-521
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
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P E
N T
A B
L E
P
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T B
L S
P
L T
D R
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P R
IN
T E
D B
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U
S E
R
L A
S T S
A V
E D B
Y
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
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D E
S
IG
N E
D B
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D A
T E
F
IL
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U M
B E
R
S
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P L
O T S
C A
L E
C O
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S I
D
H O
N O
L U
L U D
IS
T R
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N O
L U
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H A
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P H (8
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H
IL
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K
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A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -5
.d g n
E-217
SHEET OF
C Y
K
S A
X X
X
X X
X
N.T.S.
NOTE 1
EXISTING GROUND ROD
SWITCH
DISCONNECT
EXISTING
EXISTING BUILDING
NOTES:
SEAL PENETRATIONS WITH WATERPROOF MATERIALS.4.
DISCONNECT SWITCHES.
ORDER TO RUN #2 CONDUCTORS TO THE EXISTING
CONTRACTOR SHALL USE REDUCER ADAPTER SLEEVES IN
WITHIN THE NEW STAINLESS STEEL JUNCTION BOX, THE 3.
JUNCTION BOX SHALL BE 18 INCHES.
MINIMUM MOUNTING HEIGHT OF NEW STAINLESS STEEL 2.
SEE DRAWING E-530 FOR CONDUIT TRANSITION DETAIL.1.
AND WEATHER HEAD
EXISTING CONDUIT
NEW EQUIPMENT ELEVATION SHEET 1
N E
W E
Q U
IP
M E
N T E
L E
V A
T
IO
N S
H E
E T
(NOTES 2, 3, 4)
STAINLESS STEEL
NEMA 4X
16" X 16" X 6", NEW JUNCTION BOX,
NEW 2" GRSC
NEW 2" GRSC
SWITCHBOARD
PVC CONDUIT TO
CONCRETE -ENCASED 2"
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -5
.d g n
E-218
SHEET OF
C Y
K
S A
X X
X
X X
X
N.T.S.
NOTE 1
EXISTING GROUND ROD
SWITCH
DISCONNECT
EXISTING
EXISTING BUILDING
NOTES:
SEAL PENETRATIONS WITH WATERPROOF MATERIALS.4.
DISCONNECT SWITCHES.
ORDER TO RUN #2 CONDUCTORS TO THE EXISTING
CONTRACTOR SHALL USE REDUCER ADAPTER SLEEVES IN
WITHIN THE NEW STAINLESS STEEL JUNCTION BOX, THE 3.
JUNCTION BOX SHALL BE 18 INCHES.
MINIMUM MOUNTING HEIGHT OF NEW STAINLESS STEEL 2.
SEE DRAWING E-530 FOR CONDUIT TRANSITION DETAIL.1.
(NOTES 2, 3, 4)
STAINLESS STEEL
NEMA 4X
20" X 20" X 6", NEW JUNCTION BOX,
AND WEATHER HEAD
EXISTING CONDUIT
NEW EQUIPMENT ELEVATION SHEET 2
N E
W E
Q U
IP
M E
N T E
L E
V A
T
IO
N S
H E
E T
NEW 2.5" GRSC
NEW 2.5" GRSC
SWITCHBOARD
PVC CONDUIT TO
CONCRETE -ENCASED 2.5"
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -5
.d g n
E-219
SHEET OF
C Y
K
S A
X X
X
X X
X
N.T.S.
NOTE 1
EXISTING GROUND ROD
SWITCH
DISCONNECT
EXISTING
EXISTING BUILDING
NOTES:
AND WEATHER HEAD
EXISTING CONDUIT
NEW EQUIPMENT ELEVATION SHEET 3
N E
W E
Q U
IP
M E
N T E
L E
V A
T
IO
N S
H E
E T
NEW 2" GRSC
SWITCHBOARD
PVC CONDUIT TO
CONCRETE -ENCASED 2"
SEAL PENETRATIONS WITH WATERPROOF MATERIALS.2.
SEE DRAWING E-530 FOR CONDUIT TRANSITION DETAIL.1.
CL
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
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ENGINEER
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SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020 E-301
SHEET OF
H L P
SCALE: AS NOTED
T Y
P
IC
A L E
L E
C T
R
IC
D
U C
T S
E C
T
IO
N S
TYPICAL ELECTRICAL DUCT SECTIONS
NOTES:
TYPICAL DUCT SECTION
NOTE:
NOT TO SCALE
0 2'6" 1'
SCALE : 1 1/2"=1'-0"
A B C
E F
G
H
PVC WARNING TAPE
CAUTION: BURIED ELECTRIC LINE BELOW
NOT TO SCALE
DUCT (TYP.)
SCHEDULE 40 PVC
OTHERWISE NOTED)
2" (UNLESS
DUCT (TYP.)
SCHEDULE 40 PVC
OTHERWISE NOTED)
2" (UNLESS
D
DUCT (TYP.)
NOTED) SCHEDULE 40 PVC
2" (UNLESS OTHERWISE
DUCT (TYP.)
NOTED) SCHEDULE 40 PVC
2" (UNLESS OTHERWISE
3"
DUCT (TYP.)
NOTED) SCHEDULE 40 PVC
2" (UNLESS OTHERWISE
DUCT (TYP.)
NOTED) SCHEDULE 40 PVC
2" (UNLESS OTHERWISE
DUCT (TYP.)
SCHEDULE 40 PVC
OTHERWISE NOTED)
2" (UNLESS
ELECTRICAL DUCT NOTES
1 1 1
1 1
PVC DUCT (TYP.)
5" SCHEDULE 40
I
J
DUCT (TYP.)
NOTED) SCHEDULE 40 PVC
2" (UNLESS OTHERWISE
K
DUCT (TYP.)
NOTED) SCHEDULE 40 PVC
2" (UNLESS OTHERWISE
DUCT (TYP.)
NOTED) SCHEDULE 40 PVC
2" (UNLESS OTHERWISE
X X
X
X X
X
M K
INDICATED IN SECTIONS
CONDUIT, SIZE & TYPE AS
SAWCUT PRIOR TO TRENCHING
BACKFILL MATERIAL
FINISH GRADE
OF DUCT
BELOW" RUN ENTIRE LENGTH
ELECTRICAL LINE BURIED
PRINTED WITH "CAUTION-
RED PLASTIC TAPE MARKER
IS GREATER
MATCH EXISTING WHICHEVER
THICKNESS SHALL BE 2" OR
NEW FINISHED PAVEMENT
BASE COURSE
24" MIN.
TO REPAVING
SAWCUT PRIOR
BOTH SIDES
TACK COAT
PAVEMENT
EXISTING
COAT
PRIME
SYMMETRICAL
OVERCUT
TYP
(M
IN
3"
3"
3"
1' 0"
3"
3"
3"
3" 3"
3"
3"
3" 3"
3"
3"
3"
3"
3"
3"3"
3"
3"
3"3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
6" WIDE TAPE, MIN.
4" CHARACTER SIZE, MIN.
BOLD BLACK CHARACTERS ON RED BACKGROUND.
PROVIDE DETECTABLE PVC WARNING TAPE WITH 1.
p t0
E -3
.d g n
ALL CONDUIT ENCASED IN CONCRETE UNLESS OTHERWISE NOTED 1
EXISTING UTILITIES AS REQUIRED.
PROTECT EXISTING INFRASTRUCTURE DURING CONSTRUCTION. HAND DIG NEAR 4.
THAN 95% OF MAXIMUM DENSITY PER ASTM D2041.
AR 8000 VISCOSITY GRADE ASPHALT CONCRETE. ROLL AND COMPACT TO NOT LESS
D. ASPHALTIC CONCRETE: ASTM 3515, TABLE II, TYPE II,100 PASSING 0.5" SIEVE,
C. BITUMINOUS TACK COAT: ASTM D977, TYPE SS-1
B. BITUMINOUS PRIME COAT: ASTM D977, TYPE SS-1
A. BASE COURSE: CRUSHED GRAVEL OR STONE.
PAVEMENT REPAIRS 3.
ALL DIMENSIONS, COVER REQUIREMENTS, ETC. TYPICAL UNLESS OTHERWISE NOTED. 2.
WHEN NOT ENCASED IN CONCRETE.
12" MINIMUM SEPARATION BETWEEN ELECTRICAL AND COMMUNICATIONS CONDUITS
BETWEEN ELECTRICAL AND COMMUNICATION CONDUITS WHEN ENCASED IN CONCRETE.
ELECTRIC-ELECTRIC, COMMUNICATION-COMMUNICATION). 3" MINIMUM SEPARATION
3" MINIMUM SEPARATION BETWEEN DUCTS OF SIMILAR SYSTEMS (I.E., 1.
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -3
.d g n
E-302
SHEET OF
0 1' 2' 3'
SCALE : 3/4"=1'-0"
TRENCH SECTION NOTES
3" MIN.
3" MIN.
M
IN
DUCT WIDTH
SCALE: 3/4" = 1'-0"
ENCASED DUCT BANK
NEW CONC.
TYPICAL
4" CONDUIT
2'-9"
A4
TRENCH SECTION
SCALE: AS NOTED
TRENCH WIDTH
CL
BANK
DUCT
12" 12"
(M
IN
ENCASED DUCT BANK
NEW CONC.
TYPICAL
4" CONDUIT
CABLE BELOW".
"WARNING, TELECOMMUNICATION
TRENCH. TAPE SHALL READ
THAN 6" WIDE ENTIRE LENGTH OF
PLASTIC WARNING TAPE NOT LESS
PLACE 8-MIL ORANGE COLORED
T Y
P
DUCT WIDTH
2'-9"
C3
TRENCH SECTION
SCALE: AS NOTED
3" TYP.
3" TYP.
BANK
DUCT
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(M
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TRENCH SECTION
SCALE: AS NOTED
3" TYP.
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T Y
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3'-4 1/2"
DUCT WIDTH
T Y
P
L C
BANK
DUCT
EXIST. TOP SOIL
CABLE BELOW".
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
(M
IN
ENCASED DUCT BANK
NEW CONC.
TYPICAL
4" CONDUIT
A1
TRENCH SECTION
SCALE: AS NOTED
WIDTH
TRENCH
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DUCT
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TRENCHING (TYP. BOTH SIDES)
APPLY TACK COAT PRIOR TO
SAW-CUT EXIST. PVMT. &
WHICHEVER IS GREATER
MIX IV OR MATCH EXISTING
NEW AC PVMT. 3 1/2" MIN. THICK
THICKNESS AND QUALITY
OR EQUAL TO EXISTING
16" MIN. BASE COURSE
CABLE BELOW."
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
3" MIN.
TYPICAL
4" CONDUIT
ENCASED DUCT BANK
NEW CONC.
C1
TRENCH SECTION
SCALE: AS NOTED
BANK
DUCT
L C
TYPICAL
4" CONDUIT
ENCASED DUCT BANK
NEW CONC.2'-1 1/2"
DUCT WIDTH
3" MIN.
M
IN
CABLE BELOW."
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
2'-9"
L C
X X
X
S A
X X
X C
Y K
FINISHED GRADE
FINISHED GRADE
(M
IN
(M
IN
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EXISTING WHICHEVER IS
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CONTROLLED
COMPACTED
THICKNESS AND QUALITY
OR EQUAL TO EXISTING
16" MIN. BASE COURSE
CABLE BELOW".
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
PRIME COAT
SIDES)
TRENCHING (TYP. BOTH
APPLY TACK COAT PRIOR TO
SAW-CUT EXIST. PVMT. &
EXIST. PAVEMENT
FINISHED GRADE
DUCT WIDTH
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COMMUNICATIONS DUCT SECTIONS, TRENCH SECTIONS - SHEET 1
T R
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N S S
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C O
M M
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A T
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N S D
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T S
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T
IO
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NEAR EXISTING UTILITIES AS REQUIRED.
PROTECT EXISTING INFRASTRUCTURE DURING CONSTRUCTION. HAND DIG 3.
MAXIMUM PARTICLE SIZE 0.75 INCH.
ASPHALTIC CONCRETE: HIDOT-SHS, DIVISION 400, SECTION 401, MIX IV, D.
BITUMINOUS TACK COAT: ASTM D977, TYPE SS 1.C.
SS-1BITUMINOUS PRIME COAT: ASTM D977, TYPE B.
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 703.06.
BASE COURSE: 1 1/2" BASE COURSE GRADATION PER HAWAII STANDARD A.
PAVEMENT REPAIRS:2.
COMMUNICATIONS CONDUITS WHEN NOT ENCASED IN CONCRETE.
ENCASED IN CONCRETE. 12" MINIMUM SEPARATION BETWEEN ELECTRICAL AND
SEPARATION BETWEEN ELECTRICAL AND COMMUNICATION CONDUITS WHEN
ELECTRIC-ELECTRIC, COMMUNICATION-COMMUNICATION). 3" MINIMUM
3" MINIMUM SEPARATION BETWEEN DUCTS OF SIMILAR SYSTEMS (I.E., 1.
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US Army Corps
SHEET OF
D
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IN
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IDENTIFICATION
SHEET
S U
B M
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T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
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N D A
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LICENSED
KI
V
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PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -3
.d g n
E-303
SHEET OF
0 1' 2' 3'
SCALE : 3/4"=1'-0"
SCALE: 3/4" = 1'-0"
A3
SCALE: AS NOTED
3" MIN.
M
IN
A1
SCALE: AS NOTED
TRENCH SECTION NOTES
CL
BANK
DUCT
M
IN
SHT 2 OF 3
CL
BANK
DUCT
3" MIN.
DUCT WIDTH
DUCT WIDTH
BANK
DUCT
CL
3" MIN.
M
IN
DUCT WIDTH
C1
SCALE: AS NOTED
TYPICAL
4" CONDUIT
TYPICAL
4" CONDUIT
ENCASED DUCT BANK
NEW CONC.
18"
ENCASED DUCT BANK
NEW CONC.
M
IN
M
IN
TYPICAL
4" CONDUIT
2'-9"
THICKNESS AND QUALITY
OR EQUAL TO EXISTING
16" MIN. BASE COURSE
CABLE BELOW."
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
CABLE BELOW."
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
CABLE BELOW."
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
TRENCH SECTIONTRENCH SECTION
M
IN
2'-1 1/2"
TRENCH SECTION
WIDTH
TRENCH
18"12"
BANK
DUCT
CL
12"
TRENCHING (TYP. BOTH SIDES)
APPLY TACK COAT PRIOR TO
SAW-CUT EXIST. PVMT. &
WHICHEVER IS GREATER
MIX IV OR MATCH EXISTING
NEW AC PVMT. 3 1/2" MIN. THICK
C3
SCALE: AS NOTED
TRENCH SECTION
18"
DUCT WIDTH
CABLE BELOW."
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
M
IN
THICKNESS AND QUALITY
OR EQUAL TO EXISTING
16" MIN. BASE COURSE
TRENCH
BACK-FILLED
TYPICAL
4" CONDUIT
M
IN
ENCASED DUCT BANK
NEW CONC.
3" MIN. 3
M
IN
/2
12"18"12"
WIDTH
TRENCH
THICKNESS AND QUALITY
OR EQUAL TO EXISTING
16" MIN. BASE COURSE
ENCASED DUCT BANK
NEW CONC.
TRENCH
BACK-FILLED
TRENCHING (TYP. BOTH SIDES)
APPLY TACK COAT PRIOR TO
SAW-CUT EXIST. PVMT. &
WHICHEVER IS GREATER
MIX IV OR MATCH EXISTING
NEW AC PVMT. 3 1/2" MIN. THICK2'-9"
TRENCH WIDTH
12"12"
COMMUNICATIONS DUCT SECTIONS, TRENCH SECTIONS - SHEET 2
C4
SCALE: AS NOTED
TRENCH SECTION
M
IN
CABLE BELOW."
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
M
IN
3" MIN.
DUCT WIDTH
18"
TRENCH
BACK-FILLED
M
IN
TYPICAL
4" CONDUIT
/2
BANK
DUCT
CL
T R
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C H S
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N S S
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IC
A T
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N S D
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T S
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T
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X X
X
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X X
X C
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GRADE
FINISHED
ENCASED DUCT BANK
NEW CONC.
M
IN
GRADE
FINISHED
GRADE
FINISHED
GRADE
FINISHED
GRADE
FINISHED
M
IN
M
IN
TRENCH
BACK-FILLED
TRENCH
BACK-FILLED
A4
TRENCH SECTION
SCALE: AS NOTED
BANK
DUCT
(R E
F
T Y
P
3" TYP.
3" TYP.
DUCT WIDTH
M
IN
TYPICAL
4" CONDUIT
ENCASED DUCT BANK
NEW CONC.2'-9"
CL
AROUND EXISTING DUCT BANK.
CLSM BACKFILL TO BE POURED
CLSM BACKFILL IS REQUIRED.
ENCASED DUCT BANK
EXIST. CONCRETE
CABLE BELOW."
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
GRADE
FINISHED
NEAR EXISTING UTILITIES AS REQUIRED.
3. PROTECT EXISTING INFRASTRUCTURE DURING CONSTRUCTION. HAND DIG
INCH.
SECTION 401, MIX IV, MAXIMUM PARTICLE SIZE 0.75
D. ASPHALTIC CONCRETE: HIDOT-SHS, DIVISION 400,
C. BITUMINOUS TACK COAT: ASTM D977, TYPE SS-1
B. BITUMINOUS PRIME COAT: ASTM D977, TYPE SS-1
703.06.
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION
A. BASE COURSE: 1 1/2" BASE COURSE GRADATION PER HAWAII STANDARD
PAVEMENT REPAIRS2.
ENCASED IN CONCRETE.
BETWEEN ELECTRICAL AND COMMUNICATIONS CONDUITS WHEN NOT
CONDUITS WHEN ENCASED IN CONCRETE. 12" MINIMUM SEPARATION
3" MINIMUM SEPARATION BETWEEN ELECTRICAL AND COMMUNICATION
(I.E., ELECTRIC- ELECTRIC, COMMUNICATION-COMMUNICATION).
3" MINIMUM SEPARATION BETWEEN DUCTS OF SIMILAR SYSTEMS1.
S C
R
IP
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IO
N
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2 3
C
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A
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M A
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D E
S C
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N D
A T
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Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
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IN
C
U .S
A R
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P S O
F E
N G
IN
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R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
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D A
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T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -3
.d g n
E-304
SHEET OF
0 1' 2' 3'
SCALE : 3/4"=1'-0"
B1
TRENCH SECTION
SCALE: AS NOTED
BANK
DUCT
L C
(M
IN
B3
TRENCH SECTION
SCALE: AS NOTED
TRENCH SECTION NOTES
3" MIN.
3" MIN.
M
IN
3" MIN.
3" MIN.
DUCT WIDTHDUCT WIDTH
SHT 3 OF 3SCALE: 3/4" = 1'-0"
ENCASED DUCT BANK
NEW CONC.
AND QUALITY
EXISTING THICKNESS
COURSE OR EQUAL TO
16" MIN. BASE
3'-4 1/2"
TYPICAL
4" CONDUIT
FINISHED GRADE
ENCASED DUCT BANK
NEW CONC.
TYPICAL
4" CONDUIT
AND QUALITY
EXISTING THICKNESS
COURSE OR EQUAL TO
16" MIN. BASE
2'-9"
EXIST. TOP SOIL
CABLE BELOW".
READ "WARNING, TELECOMMUNICATION
ENTIRE LENGTH OF TRENCH. TAPE SHALL
WARNING TAPE NOT LESS THAN 6" WIDE
PLACE 8-MIL ORANGE COLORED PLASTIC
CABLE BELOW".
"WARNING, TELECOMMUNICATION
TRENCH. TAPE SHALL READ
THAN 6" WIDE ENTIRE LENGTH OF
PLASTIC WARNING TAPE NOT LESS
PLACE 8-MIL ORANGE COLORED
M
IN
TRENCHING (TYP. BOTH SIDES)
APPLY TACK COAT PRIOR TO
SAW-CUT EXIST. PVMT. &
WHICHEVER IS GREATER
MIX IV OR MATCH EXISTING
NEW AC PVMT. 3 1/2" MIN. THICK,
TRENCH WIDTH
BANK
DUCT
3'-4 1/2"12" 12"
CL
EXIST. GRADE
COMMUNICATIONS DUCT SECTIONS, TRENCH SECTIONS - SHEET 3
T R
E N
C H S
E C
T
IO
N S S
H E
E T
C O
M M
U N
IC
A T
IO
N S D
U C
T S
E C
T
IO
N S
TYPICAL
4" CONDUIT
CABLE BELOW".
"WARNING, TELECOMMUNICATION
TRENCH. TAPE SHALL READ
THAN 6" WIDE ENTIRE LENGTH OF
PLASTIC WARNING TAPE NOT LESS
PLACE 8-MIL ORANGE COLORED
12"
TRENCH WIDTH
3'-4 1/2"12"
GREATER
WHICHEVER IS
EXISTING
MIX IV OR MATCH
MIN. THICK,
NEW AC PVMT. 3 1/2"
TRENCHING (TYP. BOTH SIDES)
APPLY TACK COAT PRIOR TO
SAW-CUT EXIST. PVMT. &
B5
TRENCH SECTION
SCALE: AS NOTED
3'-4 1/2"
3" TYP.
T Y
P
T Y
P
X X
X
S A
X X
X C
Y K
-1 /2
FINISHED GRADE
DUCT BANK
ENCASED
NEW CONC.
M
IN
M
IN
M
IN
BANK
DUCT
(R E
F
M
IN
CL
CABLE BELOW."
TELECOMMUNICATION
"WARNING,
TRENCH. TAPE SHALL READ
WIDE ENTIRE LENGTH OF
TAPE NOT LESS THAN 6"
COLORED PLASTIC WARNING
PLACE 8-MIL ORANGE
AROUND EXISTING DUCT BANK.
CLSM BACKFILL TO BE POURED
CLSM BACKFILL IS REQUIRED.
3" TYP.
DUCT WIDTH TYPICAL
4" CONDUIT
ENCASED DUCT BANK
NEW CONC.
ENCASED DUCT BANK
EXIST. CONCRETE
C3
TRENCH SECTION
SCALE: NTS
GRADE
FINISHED
NEAR EXISTING UTILITIES AS REQUIRED.
PROTECT EXISTING INFRASTRUCTURE DURING CONSTRUCTION. HAND DIG 3.
MAXIMUM PARTICLE SIZE 0.75 INCH.
ASPHALTIC CONCRETE: HIDOT-SHS, DIVISION 400, SECTION 401, MIX IV, D.
BITUMINOUS TACK COAT: ASTM D977, TYPE SS 1.C.
SS-1BITUMINOUS PRIME COAT: ASTM D977, TYPE B.
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 703.06.
BASE COURSE: 1 1/2" BASE COURSE GRADATION PER HAWAII STANDARD A.
PAVEMENT REPAIRS:2.
COMMUNICATIONS CONDUITS WHEN NOT ENCASED IN CONCRETE.
ENCASED IN CONCRETE. 12" MINIMUM SEPARATION BETWEEN ELECTRICAL AND
SEPARATION BETWEEN ELECTRICAL AND COMMUNICATION CONDUITS WHEN
ELECTRIC-ELECTRIC, COMMUNICATION-COMMUNICATION). 3" MINIMUM
3" MINIMUM SEPARATION BETWEEN DUCTS OF SIMILAR SYSTEMS (I.E., 1.
BANK
DUCT
L C
(M
IN
C1
TRENCH SECTION
SCALE: AS NOTED
3" MIN.
3" MIN.
M
IN
DUCT WIDTH
FINISHED GRADE
ENCASED DUCT BANK
NEW CONC.
TYPICAL
4" CONDUIT
AND QUALITY
EXISTING THICKNESS
COURSE OR EQUAL TO
16" MIN. BASE
2'-9"
EXIST. TOP SOIL
CABLE BELOW".
"WARNING, TELECOMMUNICATION
TRENCH. TAPE SHALL READ
THAN 6" WIDE ENTIRE LENGTH OF
PLASTIC WARNING TAPE NOT LESS
PLACE 8-MIL ORANGE COLORED
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
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A P
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D A
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M A
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D E
S C
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Honolulu District of Engineers
US Army Corps
SHEET OF
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D A
T E T
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E
M O
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L N
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S
IN
C
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A R
M Y C
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P S O
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:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
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P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -4
.d g n
E-401
SHEET OF
H L P
0 1' 2' 3'
SCALE : 3/4"=1'-0"
SCALE: 3/4" = 1'-0"
PAD MOUNTED EQUIPMENT PLANS & ELEVATIONS
C3
A3
FRONT ELEVATION VIEW
PLAN VIEW
REAR
FRONT
45"
39"3"
METERING DEVICE
MAIN BREAKER
CONDUIT AREA
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
SWITCHBOARD SCHEDULE
P L
A N
S A
N D E
L E
V A
T
IO
N S S
H E
E T
P A
D M
O U
N T
E D E
Q U
IP
M E
N T
X X
X
M K
X X
X
BREAKERS IN THE SWITCH BOARDS.
QUANTITY OF MAIN CIRCUIT BREAKER AND FEEDER CIRCUIT
REFER TO DRAWINGS E-602 THROUGH E-618 FOR THE TYPE AND 2.
STAINLESS STEEL.
SWITCHBOARD ENCLOSURE SHALL BE CONSTRUCTED OF 316 GRADE 1.
NOTES
SWITCHBOARD
BREAKERS TYPICAL
FEEDER
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -4
.d g n
E-402
SHEET OF
H L P
0 1' 2' 3'
SCALE : 3/4"=1'-0"
A3
45"
PAD MOUNTED EQUIPMENT - PAD PLANS & SECTIONS
NOTES
61"
8"
A3
E-402
6"X6" MESH, NOTE 1
1/2" CHAMFER (TYP.)
FINISHED GRADE
COMPACTED GRAVEL BASE
3"
(MIN., TYP)
SECTION B-B
CONCRETE SLAB
SCALE: 3/4" = 1'-0"
SECURE SWITCHBOARD TO PAD PER MANUFACTURER'S RECOMMENDATION.2.
PLACED UNIFORMLY 4 INCHES FROM THE TOP OF THE CONCRETE SLAB.
CONTRACTOR SHALL SUPPLY A 6 INCH BY 6 INCH #6 WELDED WIRE MESH 1.
P A
D P
L A
N S S
E C
T
IO
N S
P A
D M
O U
N T
E D E
Q U
IP
M E
N T
X X
X
X X
X
M K
PAD PLAN VIEW
SWITCHBOARD PAD DETAIL
SWITCHBOARD (REF)
C3
SCALE: 3/4" = 1'-0"
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -4
.d g n
E-403
SHEET OF
C Y
K
0 1' 2' 3'
SCALE : 3/4"=1'-0"
A2
NOTES
1/2" CHAMFER (TYP.)
FINISHED GRADE
COMPACTED GRAVEL BASE
3"
PAD PLAN VIEW
33"
45"
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
C1
A1
6"
TRANSFORMER
SINGLE PHASE
15 KVA
A2
E-403
SINGLE - PHASE TRANSFORMER PADS, PLANS & SECTION
TYPICAL SECTION
CONCRETE PAD
6"X6" MESH, NOTES 2 AND 3
P L
A N
S S
E C
T
IO
N
S
IN
G L E -P
H A
S E T
R A
N S
F O
R M
E R P
A D
S
DETAILS.
GROUNDING RING AND ACT AS A UFER GROUND. SEE DRAWING E-405 FOR
WIRE MESH IN TRANSFORMER PAD SHALL BE BONDED TO A3.
PLACED UNIFORMLY 4 INCHES FROM THE TOP OF THE CONCRETE SLAB.
CONTRACTOR SHALL SUPPLY A 6 INCH BY 6 INCH #6 WELDED WIRE MESH 2.
SECURE TRANSFORMER TO PAD PER MANUFACTURER'S RECOMMENDATION.1.
X X
X
M K
X X
X
NOTE 1
15 KVA TRANSFORMER PAD DETAIL
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -4
.d g n
E-404
SHEET OF
H L P
0 1' 2' 3'
SCALE : 3/4"=1'-0"
B1
E-404
B1
NOTES
64"
68"
1/2" CHAMFER (TYP.)
FINISHED GRADE
COMPACTED GRAVEL BASE
3"
(MIN., TYP)
CONCRETE PAD
2"
PAD PLAN VIEW
68"
64"
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
C3
A1
NOTE 1
B1
E-404
PAD PLAN VIEW
SCALE: 3/4" = 1'-0"
C1
PAD PLAN VIEW
SCALE: 3/4" = 1'-0"
C5
TYPICAL SECTION
2" 68"
2"64"
B1
E-404
TRANSFORMER
THREE-PHASE
225 KVA
NOTE 1
NOTE 1
TRANSFORMER
THREE-PHASE
112.5 KVA
TRANSFORMER
THREE-PHASE
75 KVA
CONCRETE PAD CONCRETE PAD
THREE - PHASE TRANSFORMER PADS, PLANS & SECTION
6"X6" MESH, NOTES 2 AND 3
P L
A N
S S
E C
T
IO
N
T H
R E
E -P
H A
S E T
R A
N S
F O
R M
E R P
A D
S
DETAILS.
GROUNDING RING AND ACT AS A UFER GROUND. SEE DRAWING E-405 FOR
WIRE MESH IN TRANSFORMER PAD SHALL BE BONDED TO A3.
PLACED UNIFORMLY 4 INCHES FROM THE TOP OF THE CONCRETE SLAB.
CONTRACTOR SHALL SUPPLY A 6 INCH BY 6 INCH #6 WELDED WIRE MESH 2.
SECURE TRANSFORMER TO PAD PER MANUFACTURER'S RECOMMENDATION.1.
X X
X
X X
X
M K
225 KVA, 112.5 KVA & 75 KVA TRANSFORMER PAD DETAIL
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
R
E P
A
IR
N
O R
T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -4
.d g n
E-405
SHEET OF
C Y
K
0 1' 2' 3'
SCALE : 3/4"=1'-0"
64"
68"
2"
C1
A1
THREE PHASE TRANSFORMER AND SWITCHBOARD
C1
E-405
A1
E-405
NOTE 1
STEEL GROUND ROD,
3/4" X 10' COPPER CLAD
SWITCHBOARD
GROUNDING DETAIL
CONDUCTOR TO GROUND ROD CONNECTION
GROUNDING DETAIL
CONDUCTOR TO CONDUCTOR CONNECTION
GROUND ROD
STAINLESS STEEL
COPPER-CLAD
59"
43"
SCALE: 3/4" = 1'-0"
T Y
P
IC
A L
36"
TYPICAL
NOT TO SCALE
NOT TO SCALE
TRANSFORMER
THREE PHASE
MIN. DEPTH
#4/0 SDBC GND, 30"
G R
O U
N D
IN
G D
E T
A
IL
S
T R
A N
S F
O R
M E
R G
R O
U N
D
IN
G P
L A
N S
C5
E-405
GROUND TEST WELL
C5
NOT TO SCALE
GROUND TEST WELL
3-1/2"
3-1/2"
8"
6-1/8"
12-1/2"
E1-R BOX
TRANSFORMER GROUNDING PLANS, GROUNDING DETAILS
(SIZE AS INDICATED)
CONDUCTOR
BARE COPPER
(SIZE AS INDICATED)
CONDUCTOR
BARE COPPER
(SIZED FOR CONDUCTOR)
CONNECTION
EXOTHERMIC WELDED
(SIZE AS INDICATED)
CONDUCTOR
BARE COPPER
(SIZED FOR CONDUCTOR)
CONNECTION
EXOTHERMIC WELDED
X X
X
X X
X
M K
CONNECTION
TO-CONDUCTOR
CONDUCTOR-
C1
E-404
C3
E-402 PAD
CONCRETE
PAD
CONCRETE
NOTE
8"
7-1/2"
2"
CONC. COVER
E1-RC
12"
1"
KNOCKOUTS
TWO
COPPER CLAD STEEL GROUNDING ROD AND EQUIPMENT.
BOND #4/0 SOFT DRAWN BARE COPPER GROUNDING CONDUCTOR TO 3/4" X 10' 1.
MIN. DEPTH
#4/0 SDBC GND, 30"
MINIMUM (TYP.)
GROUND ROD WITH 12" COVER
3/4" X 10' COPPER CLAD STEEL
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
P R
IN
T E
D B
Y
U
S E
R
L A
S T S
A V
E D B
Y
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 A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
C O
N T
R A
C T N
O
A N
S I
D
H O
N O
L U
L U D
IS
T R
IC
T
H O
N O
L U
L U
H A
W A
II
P H (8
-5
H
IL
O
H A
W A
II
K
O H
O L
A S
T
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
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A G
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D A
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T A
O
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.YN H
LICENSED
KI
V
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PROFESSIONAL
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ENGINEER
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No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -5
.d g n
E-501
SHEET OF
H L P
PLAN VIEW
SCALE: AS NOTED
A2
E-501
FINISHED GRADE
SCALE: 1" = 1'-0"
4' 2"
3' 0" 7"7"
3"
/2
/8
3' 5"4 1/2 " 4 1/2 "
/2
4" 4"
7"2' 10 3/4 "8"
5' 0 3/4 "
7"
IRON
PULLING C3
E-502
TYPICAL
#4 REBAR @ 10" O.C.
TYPICAL
#4 REBAR @ 8" O.C.
SCALE: AS NOTED
SECTION
A4
SCALE: AS NOTED
A2
SECTION
C L E
A R
C L E
A
R FINISHED GRADE
C3
E-501
SEE DETAIL
COVERS,
CONCRETE
1' 0"
3"
CLEAR
A P
P R
O X
A P
P R
O X
#4 REBAR @8" O.C.
@10" O.C.
#4 REBAR
3"
CLEAR
C L E
A
RGROUND ROD
3/4" DIA.X10' L
TO SUMP
1/2"/12" SLOPE
0 1' 2'
SCALE : 1"=1'
6"
6' 2 3/4 "
7" 5' 0 3/4 "
TYP.
/2
T Y
P
C3
E-501
SEE DETAIL
COVERS,
CONCRETE
SCALE: AS NOTED
CONCRETE COVER
C3
/4
1' 3"
D E
T A
IL
S
E L E
C T
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H
A N
D H
O L E
X
3 3/8 "
C4
E-501
SCALE: AS NOTED
LIFTING DEVICE
C4
3 3/8 "
DEVICE
LIFTING
CHANNEL
WELD TO
2" X #2 BAR
C15X33.9 GALV. CHANNEL
INSERT
STEEL SLAB
7/8" STAINLESS
3/4" DIA. X 1
INSERT PLUG DURING STORAGE
INSERT APPROVED BY CONTRACTOR,
PLASTIC PLUG FOR THREADED SLAB
GALVANIZING OF FRAME
BETWEEN FILLER PLATE. INSERT AFTER
CLEAN SURFACE AND APPLY ADHESIVE
7 1/2 "
/2
/2
3 1/2 "
T Y
P
CL
ELECTRIC HANDHOLE, 3'-0" X 5'-0" DETAILS
C3
E-502 IRON
PULLING
E L E
C
E L E
C
E L E
C
E L E
C
PLATE AND STRUCTURE WALL.
USE JOINT SEALER AT ALL PULLING IRONS BETWEEN THE PULLING IRON EXTERIOR 2.
INSTALL PULLING IRONS BEFORE HANDHOLE UNITS ARE SET IN PLACE. 1.
PULLING IRON NOTES
1 2
X X
X
M K
X X
X
E-501
A4
12" SQUARE SUMP
3-#4 REBAR
S C
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2 3
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4 5
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Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
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IM
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D A
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IM
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M O
D E
L N
A M
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M O
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S
IN
C
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
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L Y
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L
A N
D O
F H
A W
A
II
H A
W A
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P O
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K U
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IN
G A
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A
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C T
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A L L
IN
E S A
N D T
E L E
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M M
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A T
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N S
F Y
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N
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T H D
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IN
A G
E S
E C
O N
D A
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T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -5
.d g n
E-502
SHEET OF
H L P
A2
E-502
FINISHED GRADE
6' 2"
5' 0" 7"7"
3"
2' 9"1' 4 1/2 " 1' 4 1/2 "
/8
4"
7"
4' 10"8"
7' 0"7"
TYPICAL
#5 REBAR @ 8" O.C.
C L E
A
R FINISHED GRADE
1' 0"
3"
CLEAR
A P
P R
O X
A P
P R
O X
3"
CLEAR
C
L E
A R
GROUND ROD
3/4" DIA.X10' L
12" SQUARE SUMP
TO SUMP
1/2"/12" SLOPE
0 1' 2'
SCALE : 1"=1'
6"
8' 2"
11 1/16 " 6' 3 7/8 "
TYP.
/2
T Y
P
C3
E-501
SEE DETAIL
COVERS,
CONCRETE
D E
T A
IL
S
E L E
C T
R
IC
H
A N
D H
O L E
X
CL
ELECTRIC HANDHOLE, 5'-0" X 7'-0" DETAILS
@8" O.C.
#5 REBAR
E-502
A4
TYPICAL
#5 REBAR @ 8" O.C.C3
E-502
CLEAR
4"
CONTINUOUS
#4 REBAR
PULLING IRON DETAIL
C3
SCALE: 1 1/2" = 1'-0"
/2
GALV. PLATES
3/4"X4"X8"
PULLING IRON
U-BOLT
3/4" GALV.
5"
TYP.
3/8" CHAMFER,
1" DIA. HOLES WITH
PULLING IRON
U-BOLT
3/4" GALV.
TACK WELD
PLAN VIEW
SCALE: 1" = 1'-0"
SECTION
A4
SCALE: 1" = 1'-0"
A2
SECTION
SCALE: AS NOTED
0 2'6" 1'
SCALE : 1 1/2"=1'-0"
SCALE: 1" = 1'-0"
C2
PLAN VIEW
VARIES
E L E
C
E L E
C
E L E
C
E L E
C
E L E
C
C3
E-502 IRON
PULLING
IRON
PULLING
@8" O.C.
#5 REBAR
NEW WORK SITE NOTES
PLATE AND STRUCTURE WALL.
USE JOINT SEALER AT ALL PULLING IRONS BETWEEN THE PULLING IRON EXTERIOR 2.
INSTALL PULLING IRONS BEFORE HANDHOLE UNITS ARE SET IN PLACE. 1.
1 2
X X
X
X X
X
M K
3-#4 REBAR
S C
R
IP
T
IO
N
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2 3
C
4 5
A
B
M A
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A P
P R
D A
T E
M A
R K
D E
S C
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IP
T
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N D
A T
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P P
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Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
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IM
E
D A
T E T
IM
E
M O
D E
L N
A M
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M O
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C O
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P H (8
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K
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A H
A R
A A
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S S
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IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
II
H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
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A
E L E
C T
R
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A L L
IN
E S A
N D T
E L E
C O
M M
U N
IC
A T
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N S
F Y
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A
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N
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T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
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SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -5
.d g n
E-503
H L P
SCALE: AS NOTED
E L E
C T
R
IC
H
A N
D H
O L E D
E T
A
IL
S
ELECTRIC HANDHOLE DETAILS
7' 0"
B4
E-503
CABLE RACK
2' 0" 2' 0"
PULLING IRON, TYP
CABLE RACK PLAN
1 #13 REBAR
1 #13 REBAR
T Y
P
EACH LOCATION
REQUIRED AT
OF DUCTS
VERIFY NUMBER
ENCASEMENT
CONCRETE DUCT
REBAR, TYP.
EXISTING WALL
HANDHOLE
INSIDE FACE OF
EXISTING, TYP.
REBAR TO
SECURE NEW
COMPUND
EPOXY BONDING
SHALL BE COATED WITH
BETWEEN OLD AND NEW
CONTACT SURFACES
BELL END
T Y
P
B4
E-503
5' 0"
1' 6"
CABLE RACK PLAN
1' 6"
RACK
CABLE
M
IN
T Y
P
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A L
AND BOLTS, TYP.
EXPANSION SHIELD
STAINLESS STEEL
3/8" DIAMETER
TYP.
REINFORCED POLYMER ARM,
REMOVABLE GLASS
STAINLESS STEEL BOLTS
BRACKET BOLTED TO WALL WITH
GLASS REINFORCED POLYMER
TYP.
REINFORCED POLYMER ARM,
REMOVABLE GLASS
STAINLESS STEEL BOLTS
BRACKET BOLTED TO WALL WITH
GLASS REINFORCED POLYMER
T Y
P
IC
A L
M
IN
AND BOLTS, TYP.
EXPANSION SHIELD
STAINLESS STEEL
3/8" DIAMETER
1'-2"
1'-6"
8 5/8"
14"
FACE OF DUCT ENTRY
3' X 5' HANDHOLE
0 1' 2' 4'
SCALE : 1/2"=1'
SCALE: 1/2" = 1'-0"
B1
TYPICAL DUCT ENTRANCE DETAILS
SCALE: 1/2" = 1'-0"
A1
5'X7' HANDHOLE
SCALE: 1/2" = 1'-0"
A3
3'X5' HANDHOLE
PULLING IRON, TYP
SCALE: NOT TO SCALE
B4
TYPICAL CABLE RACKS
N O
M
IN
A L
0.8 RADIAN FLARE
OF HANDHOLE, TYP.
FROM EXTERIOR FACE
CENTER, EXTEND 48"
NEW #13 REBAR 6" ON
EXISTING HANDHOLE
SECTION AT NEW PENETRATION OF
NOMINAL
NOMINAL
N O
M
IN
A L
5' X 7' HANDHOLE
HANDHOLE
INSIDE FACE OF
8 5/8"
HANDHOLE
INSIDE FACE OF
M K
X X
X
X X
X
143SHEET OF
S C
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N
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2 3
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A
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M A
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D A
T E
M A
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D E
S C
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T
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N D
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P P
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Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
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P L
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D R
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D R
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P R
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T E
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S T S
A V
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S O
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IC
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N N
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F
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D W
N B
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C K
D B
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D E
S
IG
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D B
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D A
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F
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B E
R
S
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P L
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C A
L E
C O
N T
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C T N
O
A N
S I
D
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L U
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K
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IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
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H A
W A
II
P O
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K U
L O
A T
R A
IN
IN
G A
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A
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C T
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A L L
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E S A
N D T
E L E
C O
M M
U N
IC
A T
IO
N S
F Y
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E P
A
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N
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T H D
R A
IN
A G
E S
E C
O N
D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -5
.d g n
E-504
H L P
0 1' 2' 3'
SCALE : 3/4"=1'-0"
SCALE: 3/4" = 1'-0"
SCALE: 3/4"=1'-0"
6'-10"
'-1
0"
A2A2
STRUCTURAL NOTES
CONCRETE - 28 DAY COMPRESSIVE STRENGTH 4500 PSI.1.
REBAR - ASTM A-615 GRADE 60.
MESH - ASTM A-185 GRADE 65.
DESIGN ACI-318-95 BUILDING CODE ASTM C-857 MINIMUM STRUCTURAL DESIGN
LOADS - H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO 120 PCF SOIL DENSITY.
WATER TABLE AT 5'-0" BELOW GRADE FOR DESIGN
5'-0" MAX SOIL COVER.
2.
3.
4.
5.
E-507
A3 DETAIL
E-506
A3
E-505
A3
E-519
A2
3'-2" DIA.
" UV CO 4212 (OR EQUAL) 12" RISER
UV CO 4206 (OR EQUAL) 6" RISER
TELECOM MAINTENANCE HOLE GENERAL NOTES
MAINTENANCE HOLE COVER SECTION
SLAB
HOLE ROOF
MAINTENANCE
LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES.
40 PCF EQUIVALENT FLUID PRESSURE ABOVE WATER TABLE
80 PCF EQUIVQLENT FLUID PRESSURE BELOW WATER TABLE
X X
X
S A
X X
X
SHEET OF 144
SUPPLY AND INSTALL ALL PIPING AND ELECTRICAL.3.
VERIFY ALL DIMENSIONS.2.
VERIFY ALL SIZES AND LOCATIONS.1.
CONTRACTOR TO :H.
G. CONDUIT PENETRATIONS ARE APPROXIMATE.
MAINTENANCE HOLE NUMBER
SHORT WALLS, 3" LETTERING)
PRODUCTS TO BE STENCILED: (INSIDE COLLAR SECTION BELOW FRAME FACINGF.
ALL WALLS SHALL BE PAINTED WHITE.E.
INTERIOR CONCRETE BUG HOLES TO BE HAND SACKED PRIOR TO BEING PAINTED.D.
EVEN LOAD DISTRIBUTION.
MAINTENANCE HOLE TO BE PLACED ON A MIN. 6" BASE OF CRUSHER RUN FOR EASE OF INSTALLATION AND C.
LIMIT OF COVER OVER ROOF SECTION IS 1'-6" TO 5'-0". WATER TABLE BASED ON THREE FEET.B.
A-706 STEEL REINFORCEMENT PER CALCS. NO. 612-401-33.
USING 5,500 PSI COMPRESSIVE STRENGTH CONCRETE AND 60,000 PSI YIELD STRENGTH ASTM A-615 OR
MAINTENANCE HOLE DESIGNED IN ACCORDANCE WITH AASHTO H-20 LRFD TRAFFIC BRIDGE LOADING A.
TELCOM MAINTENANCE HOLE, 6'-0" X 12'-0" SPLAYED
T E
L C
O M M
A
IN
T E
N A
N C
E H
O L E
X
S
P L
A Y
S C
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2 3
C
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A
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M A
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D A
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M A
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D E
S C
R
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T
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N D
A T
E A
P P
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Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
E
T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
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P L
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P
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P
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D R
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P R
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T E
D B
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L A
S T S
A V
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S O
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N N
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F
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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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D B
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D A
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F
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S
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P L
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C A
L E
C O
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R A
C T N
O
A N
S I
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L U
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T R
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L U
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H A
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P H (8
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K
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A S
T
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A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
:1
IDENTIFICATION
SHEET
S U
B M
IT
T E
D B
Y
IS
S
U E D
A T
E
W
A -1
-D -0
-0
O K
A H
A R
A A
N D A
S S
C I
N C
J U
L Y
IS
L
A N
D O
F H
A W
A
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H A
W A
II
P O
H A
K U
L O
A T
R A
IN
IN
G A
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A
E L E
C T
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A L L
IN
E S A
N D T
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U N
IC
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LICENSED
KI
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PROFESSIONAL
.A
ENGINEER
.U,IA
SA
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No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -5
.d g n
E-505
H L P
0 1' 2' 3'
SCALE : 3/4"=1'-0"
SCALE: 3/4" = 1'-0"
PLAN VIEW
SCALE: AS NOTED
SCALE: AS NOTED SCALE: AS NOTED
A2 A4
SECTIONSECTION
A2
E-505
E-505
A4
A3
S A
X X
X
X X
X
SHEET OF 145
C4
DETAIL
SCALE: 3" = 1'-0"
BONDING RIBBON
SERVIT
TO REBAR
BOND 3/8" ROD
GROUND LUG
BRONZE
#4 REBAR
NOTES
0 1'3" 6"
SCALE : 3"=1'-0"
O V
E R
A L L
(6) PLACES IN BASE
(6) PLACES IN TOP
7/8" GALV. PULLING IRON
GROUND
#6 BARE COPPER
1'-0"
12'-10"
OVERALL
6" LG. (4) PLACES
4-TON "BURKE" SUPERLIFT
GROUND
#6 BARE COPPER
IN
S
ID
E C
L E
A R
O V
E R
A L L
BASE AND TOP
TO CAGE, ONE SIDE ONLY,
LUG W/3/8" ROD, WELDED
1/4" BRONZE GROUNDING
(4) EACH SIDE
CHANNEL, P4000, 8'-0" LONG,
RECESSED SS FRAMING
3 RIBBON
BONDING
12'-0"
INSIDE CLEAR
RIBBON
BONDING
T Y
P
T Y
P
T Y
P
/2
4 TYPICAL DUCT LAYOUT
/2
/2
/2
1'-1"7 1/2"
C4
E-505
RIBBON
BONDING
TYP.
TYP. BOTH SIDES
CABLE RACK,
W/POLYMER COVER(6) PLACES IN BASE
(6) PLACES IN TOP
7/8" GALV. PULLING IRON
GROUND
#6 BARE COPPER
2 BRONZE GROUNDING LUG
(24) EA END. (2) ENDS
(24) EA SIDE. (2) SIDES
4.5" DIA. TERM-A-DUCT
1 BONDING RIBBON
3 BONDING RIBBON
INSIDE CLEAR
6'-0"
OVERALL
6'-10"
(4) EACH END
CHANNEL, P4000, 2'-6" LONG,
RECESSED SS FRAMING
TYP. EACH END
CABLE RACK,
7 1/2"1'-1"
TYP. TYP.
42" DIA.
SHEETS E-522 THROUGH E-529 DUCT FORMATIONS.
DUCTS ARE SHOWN FOR REFERENCE ONLY. SEE 4.
MAINTENANCE HOLE.
BONDING RIBBON AT THE TOP AND BOTTOM OF THE
SERVIT/BRONZE GROUND LUG ASSEMBLIES TO
CONNECT BONDING RIBBON RUNNING THROUGH 3.
DETAIL C4.
SERVIT/BRONZE GROUND LUG ASSEMBLIES. SEE
ROUTE BONDING RIBBON THROUGH THE 2.
RACKS TO GROUND ROD WITH #6 BARE COPPER.
CONNECT BONDING RIBBON ATTACHED TO CABLE 1.
TELCOM MAINTENANCE HOLE, 6'-0" X 12'-0" SPLAYED DETAILS
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WITH THERMAL WELD
GROUND ROD, 3/4" X 10' LONG
WITH THERMAL WELD
GROUND ROD, 3/4" X 10' LONG
WITH THERMAL WELD
GROUND ROD, 3/4" X 10' LONG
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Honolulu District of Engineers
US Army Corps
SHEET OF
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IDENTIFICATION
SHEET
S U
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A -1
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A H
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D O
F H
A W
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II
P O
H A
K U
L O
A T
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IN
G A
R E
A
E L E
C T
R
IC
A L L
IN
E S A
N D T
E L E
C O
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N
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T H D
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IN
A G
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E C
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D A
R Y
T A
O
O
.YN H
LICENSED
KI
V
E M
L
PROFESSIONAL
.A
ENGINEER
.U,IA
SA
H
No. 4156-E
W
EXPIRATION: 4/30/2020
p t0
E -5
.d g n
E-506
C Y
K
0 1' 2' 3'
SCALE : 3/4"=1'-0"
SCALE: 3/4" = 1'-0"
A4
E-506
A1
E-506
SIDEWALL REINF
TOPWALL REINF
STRUCTURAL NOTES:
MATERIALS WEIGHTS:
98 lbs.MESH = 645 lbs.REBAR = 13,806 lbs. (95 21 CU/FT)CONCRETE =
14,549 lbs.TOTAL =
R7 DETAIL
DESCRIPTION
R1 #6 BAR GR60
#5 BAR GR60
#5 BAR GR60
#5 BAR GR60
#5 BAR GR60
#5 BAR GR60
#4 BAR GR60
#4 BAR GR60
W1 W2.9 x W2.9 4/4 WMF
R8
R7
R6
R5
R2
R3
R4
BILL OF MATERIALS
SIZE
STR x 76"
SEE R2 DETAIL
SEE R3 DETAIL
SEE R4 DETAIL
STR x 148"
STR x 51"
SEE R7 DETAIL
STR x 5'-10"
SEE W1 DETAIL
TOTAL WT.LBS.
12'-7"
R4 DETAIL
6'-8 1/2"
(21'-3") (10'-2 1/2")
R2 DETAIL
2'-0"
6'-8 1/2"
(14'-10 1/2")
R3 DETAIL
(14'-10 1/2")
W1 DETAIL
(14'-10 1/2")
6'-8"
7'-0" 3'-10"
NOT TO SCALE
PLAN VIEW
ADDED REINFORCING
INDICATES
HIGHLIGHTED BAR
W1
R1
R8
42" DIA
R1
ADDED REINFORCING
INDICATES
HIGHLIGHTED BAR
SECTION SECTION
12"
6"46"
O V
E R A
L L
6"
/2
/4
6"-10"
/4
C
IR
/2
/4
C
IR
3/4" CIR
A1
12"
5'-0" MAX SOIL COVER
WATER TABLE AT 5"-0" BELOW GRADE FOR DESIGN
80 pcf E.F.P. BELOW WATER TABLE 40 pcf E.F.P. ABOVE WATER TABLE 120 pcf SOIL DENSITY
M-20 TRUCK WHEEL W/30% IMPACT PER AASHTOLOADS -5.
UTILITY STRUCTURES"
LOADING FOR UNDERGROUND PRECAST CONCRETE
ASTM C-857 "MINIMUM STRUCTURAL DESIGN
AC1-318-95 BUILDING CODEDESIGN- 4.
ASTM A-185 GRADE 65MESH - 3.
ASTM A-615 GRADE 60REBAR - 2.
28 DAY COMPRESSIVE STRENGTH f'c = 4500psiCONCRETE - 1.
A4
4"
/4
C
IR
/4
C
IR
/4
C
IR
3/4" CIR
S
P A
C E
S
C .C
13 SPACES @ 1" C.C.
R7
R4
W1
R1
R3 R4
W1 R7
R2
R5 R6 R2
R2 R3
R
R
R7
R3
R7
R5
R6
9 SPACES @ 5" C.C.
R1
9 SPACES @ 5" C.C.
R1
R2 R3 R4
R7
12" DIA
COVER
W/POLYMER
A3
S A
X X
X
X X
X
SHEET OF
S
P A
C E
S
C .C
/8
TELCOM MAINTENANCE HOLE, 6'-0" X 12'-0" SPLAYED, REINFORCING DETAILS
S P
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P P
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Honolulu District of Engineers
US Army Corps
SHEET OF
D
A T
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T
IM
E
D A
T E T
IM
E
M O
D E
L N
A M
E
M O
D E
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P R
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S T S
A V
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S O
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D W
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C K
D B
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D E
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D B
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A R
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P S O
F E
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:1
IDENTIFICATION
SHEET
S U
B M
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T E
D B
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IS
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A -1
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-0
O K
A H
A R
A A
N D A
S S
C I
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J U
L Y
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A N
D O
F H
A W
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H A
W A
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P O
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IN
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T H D
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A G
E…
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