W9128A09D0004_-_10_ELECTRICAL_Part_3.pdf
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E-201
0 1' 2' 3'
SCALE: 3/4"=1'-0"
W A
A F
B E -2
.D
G N
M A
IN
S
W
IT
C H
B O
A R
D E
L E
V A
T
IO
N
PFB
PFB
100A
PFB
40A
70A
PFB
225A
225A
800A
PFB
800A
800A
200A
PFB
250A
250A
400A
400A
PFB
PFB
300A
1200A
PFB
70A
100A
70A
40A
100A
125A
150A
100A
100A
100A
80A
80A
PFB
PFB
FRAME
2000A
FRAME
2000A
FRAME
2000A
A
B
C
G
H
I
J
K
L
M
N
O
P
Q
R
E
F
S
U
T
70A
V
T
X
Y
Z
AA
AB
AE
AD
AC
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
AA
AB
AC
AD
AE
SCALE: 3/4" = 1'-0"
MAIN SWITCHBOARD ELEVATION
C2
MAIN SWITCHBOARD
1200A 1200A
1000A
TRANE AC PC62/3
AC-3 & AC-4
AC-1 & AC-2
DP PANEL
MAIN NON CRITICAL
PANEL H-1
PANEL E
PANEL 3RD FLR STOREROOM
PAC-3
PANEL F
PAC-2
PAC-1
UPS ROOM AC
SPARE
PANEL 3D
ACCU-1
ACCU-2
MAIN NON TECH BUSS
MAIN TECH BUSS
BUSS TIE BREAKER
PANEL UL
PANEL K
MAIN PANEL AC
MOD 1, 2, 3
UPS BYPASS
UPS NO. 2
UPS NO. 1
NEW TRANE MOD 4
W H
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L E
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O A
H U
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N O
V A
T E F
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S T F
L O
O R B
U
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F Y O
M A P
K G A -0
F O
R T S
H A
F T
E R
O A
H U
H A
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L U D
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A R
M Y C
O R
P S O
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R S
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Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U L
K.U
E-401
NORTH
PLAN
NOT TO SCALE
KEY PLAN
H
0 4' 8'
SCALE: 1/4"=1'-0"
W A
A F
B E -4
.D
G N
E L E
C T
R
IC
A L A
N D L
IG
H T
IN
G P
L A
N S
B U
IL
D
IN
G
S
T O
R A
G E R
O O
M
SCALE: 1/4" = 1'-0"
PANEL "1F"
NORTH
PLAN
B1
STORAGE ROOM ELECTRICAL PLAN
M M
M M
1F-7,9
1F-1,3,5
1F-1,3,5 1F-2,4,6
1F-40
1.2A/208/1
FCU-1.P1
FCU-1.P2
1.1A/208/1
W H
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L E
R A
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C B
A S N
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IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U L
K.U
SCALE: 1/4" = 1'-0"
NORTH
PLAN
B3
STORAGE ROOM LIGHTING PLAN
a b d c
8b
8c
8c 8b
L-8
H
HE
H
8,8a
HE
8,8d
8,8dHE
H H
F
FIXTURE, TYPICAL UON
OF THE DEMOLISHED
MOUNT IN THE LOCATION
HE
8,8a
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
E-402
NORTH
PLAN
NORTH
PLAN
0 1' 2' 3' 4'
SCALE: 1/2"=1'-0"
SCALE: 1/2" = 1'-0"
THIRD FLOOR ELEVATOR PLAN
SCALE: 1/2" = 1'-0"
FIRST FLOOR ELEVATOR PLAN
C1
NORTH
PLAN
SCALE: 1/2" = 1'-0"
SECOND FLOOR ELEVATOR PLAN
A1
NOT TO SCALE
NORTH
PLAN
NOT TO SCALE
B1
NORTH
PLAN
SECOND FLOOR KEY PLAN
FIRST FLOOR KEY PLAN
NOT TO SCALE
NORTH
PLAN
THIRD FLOOR KEY PLAN
A3
1.
2.
OVERCURRENT PROTECTIVE DEVICE.
IDENTIFY THE LOCATION OF SUPPLY SIDE
HAVE NAMEPLATES/SIGNAGE TO
ALL DISCONNECTING MEANS SHALL
CONTRACTOR.
REQUIREMENTS WITH ELEVATOR
COORDINATE ALL WORK AND
GENERAL NOTES:
KEY NOTES:
B3
C3
W A
A F
B E -4
.D
G N
MOUNTED ON CEILING OF HOISTWAY.
CONTRACTOR.
COORDINATE LOCATION WITH ELEVATOR
MOUNTED +7'-0" ABOVE PIT FLOOR.
LIGHT MOUNTED 10' ABOVE FIXTURE BELOW.
"SUMP PUMP".
THE OPEN POSITION. PROVIDE PLACARD
1P20A BKR CAPABLE OF BEING LOCKED IN
LAMP TO VERIFY CIRCUIT IS ENERGIZED.
SUMP PUMP. PROVIDE WITH LED PILOT
1 PHASE WITH MATCHING PLUG FOR
SHALL BE TWIST LOCK TYPE, 20A, 120V,
+5' ABOVE THE PIT FLOOR. RECEPTACLE
PROTECTION. MOUNTED RECEPTACLE
RECEPTACLE SHALL NOT HAVE GFI
SIMPLEX RECEPTACLE FOR SUMP PUMP.
PROVIDE WITH WEATHERPROOF COVER.
MOUNTED +3' ABOVE THE PIT FLOOR.
MOUNTED +5' ABOVE THE PIT FLOOR.
BY THIS SWITCH".
CONTROLLER ARE NOT DE-ENERGIZED
B. "WARNING PARTS OF THE
OVERCURRENT PROTECTIVE DEVICE.
A. LOCATION OF THE SUPPLY SIDE
INDICATE THE FOLLOWING.
SIGN ON DISCONNECTING MEANS TO
PROVIDE A PERMANENTLY ATTACHED
POSITION.
CAPABLE OF BEING LOCKED IN THE OPEN
3P20A ENCLOSED CIRCUIT BREAKER
VENDOR.
SHUNT TRIP WITH FIRE ALARM SYSTEM
POSITION. COORDINATE OPERATION OF
CAPABLE OF BEING LOCKED IN THE OPEN
WITH SHUNT TRIP. BREAKER SHALL BE
3P400A ENCLOSED CIRCUIT BREAKER
CONNECTION.
RECEPTACLE AND VENTILATION
ELEVATOR CONTROLLER/CAR LIGHTS,
3 PHASE, 60 Hz
ELEVATOR CONNECTION. 40 HP, 208V,
E L E
V A
T O
R S
H A
F T E
L E
C T
R
IC
A L P
L A
N S
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
H
DN UP
UP
SP-1
TO MAIN SWBD MSB
1C-55,57,59
1C-53
LIGHTS, RCPT
ELEV CAB CONTROL,
ELEVATOR
40HP/208/3
a
1/2HP/120/1
E2
E2
FOR CONTINUATION
SEE SHEET
E-108
UP
UP
LANDING
+48" ABOVE
WP
1C-37
3 5
UP
8a 8a
1C-4,51,69
W H
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F Y O
M A P
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F O
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H A
F T
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H O
N O
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L U D
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A R
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P S O
F E
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IN
K A
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H L L
C
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W
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A -0
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C K
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2 3
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4 5
A
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M A
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A P
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C A
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C B
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IS
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U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U L
K.U
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
H
UP
RAMP(4")
DN
30x48
30x48
30x48
30x48
30x48
30x48
30x48
48x36" min clr
48"x36 min clr
1'-4" SEAT
w/3'-0"x
1'-4" SEAT
w/3'-0"x
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
H
(58 SF)
ELEVATOR [354]
(160 SF)
STAIR [352]
(205 SF)
ELEVATOR LOBBY [350]
E2 E2
UP
DN
UP
DN
10 10
8a 8a
3 a
E2E2
DNDN
10 1012
DN
LANDING
+48" ABOVE
8a
8a
8a
E-403
0 1' 2' 3' 4'
SCALE: 1/2"=1'-0"
NORTH
PLAN
NOT TO SCALE
KEY PLAN
W A
A F
B E -4
.D
G N
F L
O O
R E
L E
C T
R
IC
A L R
O O
M P
L A
N
B U
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D
IN
G
E
N L
A R
G E
D F
IR
S T
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
H
DRAWINGS DETAIL C1.
PROVIDE 120V POWER TO EMERGENCY FCU SHUT OFF SWITCH, SEE MECHANICAL
M-501
SCALE: 1/2" = 1'-0"
NORTH
PLAN
NOTES:
BUILDING 107 - ENLARGED FIRST FLOOR ELECTRICAL ROOM PLAN
48" PLYWOOD
PNL "DP2"
J J
208/3/1200 SCHNIEDER ELEC
WAAF BLDG 107 ELECMETER
IC-23
PNL "1C"
A1
CABINET
CONTACTOR
PNL "AC"
C2
E-201
MM
MAIN SWBD "MSB", SEE
EF-1.2
PANEL "AC2"
PANEL "DP1"
ROOM TO NEW COMM ROOM
RELOCATE CONDUIT TO COMM
BOLD LINES DENOTE NEW WORK.
LIGHT LINES DENOTE EXISTING CONDITION.1.
IC-49
PAINT COVER AND CABINET TO MATCH WALL.
GUT EXISTING PANEL "DP2" AND REUSE AS A JB. PROVIDE BLANK SHEET STEEL COVER AND
SEE
STORAGE ROOM,
E-401
0.25HP/120/1
IC-71
PANEL 1C-73
OIL DETECTOR
DDC PANEL 3
DRAWINGS DETAIL C1.
PROVIDE 120V POWER TO EMERGENCY FCU SHUT OFF SWITCH, SEE MECHANICAL
M-501
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P S O
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SHEET
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M K E
N G
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R S L T
D
C B
A S N
O T
E D
IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-404
0 4' 8'
SCALE: 1/4"=1'-0"
W A
A F
B E -4
.D
G N
A N
D L
IG
H T
IN
G P
L A
N S
G E
N E
R A
T O
R B
U
IL
D
IN
G E
L E
C T
R
IC
J
J
NORTH
PLAN
GG
G
G
G
G
G
G
G
SCALE: 1/4" = 1'-0"
B3
BOLD LINES DENOTE NEW WORK.
LIGHT LINES DENOTE EXISTING CONDITION.1.
NOTES:
cb a
A-14
A2-2
NORTH
PLAN
2b
2c
2b 2b
BUILDING 150 LIGHTING PLAN
HE
H
H
HE 2,2c
2,2b
14,14a
14,14a
HE
HE
H H
SCALE: 1/4" = 1'-0"
A1
MSB IN B107
JBS TO SWITCHBOARD
ATS #1
SWITCHBOARD A
PANEL "A"
FUEL TANK
BOLD LINES DENOTE NEW WORK.
LIGHT LINES DENOTE EXISTING CONDITION.1.
NOTES:
PANEL "A2"
A2-1,3,5
5 11
A2-7,9,11
FOR PANEL "A"
3P175A FUSW
TO PANEL "AA"
1-1/2"C, 3#2, #6 GND
NORTH
PLAN
A-5
J
GENERATOR
12" x12" x 4" N4X JB FOR 2
SHEET
TO GENERATOR SEE
E-102
N3R SS CT CAN
36" x 36" x11"D
M
M
MM
E
A-8
CONTROL PANEL
TANK GAUGING
A2-13
PRV-1
1/4HP/120/1
A2-15
A2-28
3P30A N4X
ACCU-S
208/1
13 MCA, 20A MOCP/
A2-24
FCU-S
0.8A/208/1
WP
BUILDING 150 ELECTRICAL PLAN
J
J JJ J
E E E
WP
WP WP WP WP
M-502
BE PAINTED GRC AND BOXES CAST WP JBS.
GAUGING CONTROL PANEL. SEE DETAIL A1 ON . ALL CONDUIT SHALL
PROVIDE NEW CONDUIT FOR CONTROL WIRINGS AND EXTEND TO NEW TANK
PENETRATION. FIRE STOP OPENINGS AND CONDUIT.
PROVIDE CONDUIT SLEEVES AROUND GROUND CONDUCTORS FOR WALL
ALARM LIGHTS
A-22
A-19
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F T
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L U D
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P S O
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
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S U
B M
IT
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D B
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P L
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C A
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D E
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P P
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O
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M K E
N G
IN
E E
R S L T
D
C B
A S N
O T
E D
IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-405
0 1' 2' 3' 4'
SCALE: 1/2"=1'-0"
NOT TO SCALE
KEY PLAN
C4
NORTH
PLAN
W A
A F
B E -4
.D
G N
C O
M M
U N
IC
A T
IO
N S R
O O
M P
L A
N
B U
IL
D
IN
G
E
N L
A R
G E
D F
IR
S T F
L O
O R
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
H
SCALE: 1/2" = 1'-0"
NORTH
PLAN
A3
BUILDING 107 - ENLARGED FIRST FLOOR
COMMUNICATIONS ROOM PLAN
E
F
PANEL "1T"
BOLD LINES DENOTE NEW WORK.
LIGHT LINES DENOTE EXISTING CONDITION.1.
NOTES:
1T-4
1T-6
1T-1,3,5,7
1T-9,11,13,15
1T-2,8
FOR CATV
DEDICATED
W H
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F O
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H A
F T
E R
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H U
H A
W A
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N O
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L U D
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U .S
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P S O
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R S
IN
K A
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D
C B
A S N
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IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U L
K.U
SCALE: 1/2" = 1'-0"
NORTH
PLAN
A1
BUILDING 107 - ENLARGED FIRST FLOOR
BOLD LINES DENOTE NEW WORK.
LIGHT LINES DENOTE EXISTING CONDITION.1.
NOTES:
CONTROL PANEL
FIRE ALARM
TRANSMITTER
KING FISHER
PANEL
MASS NOTIFICATION
AMPLIFIER
MASS NOTIFICATION
1B-16,18
1B-8,10
1B-12,14
PANEL "1B"
1B-2,4,6
EACH
ALARM PANEL (5)
RELOCATED FIRE
31 1
7 11
13,15 1T2-9,11, 17 17
1T2-5,7
COMM AND FIRE ALARM ROOM PLAN
"1T2"
PANEL
1T2-17,19
1T2-1,3,4
DEDICATED FOR CATV
E-501
W A
A F
B E -5
.d g n
D U
C T S
E C
T
IO
N D
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A
IL
S
TYPE "A"
BACKFILL:
PVC 40
FINISHED GRADE
1.
NOTES:
2.
3.
4.
TYPE "B"
SLEEVE SIZE
1"
3/4"
No. 4
No. 40
No. 200
90 - 100
35 - 100
10 - 30
3 - 15
APPROVED
BACKFILL
SLOPE
PRIME COAT
EXISTING GROUND
LAWN AREAS
4" TOPSOIL IN
6" MIN. BASE COURSE
PAVEMENT
EXISTING
EXISTING PAVEMENT
SLOPE IN PLANE OF
TACK COAT
BITUMINOUS
MEETS THE FOLLOWING GRADATION:
MATERIAL THAT IS FREE OF ORGANICS, DEBRIS OR HIGHLY-PLASTIC CLAY AND
THREE-QUARTER (3/4) INCH AGGREGATE BASE COURSE GRAVEL, S4C OR
SELECT GRANULAR MATERIAL PASSING A ONE (1) INCH SIEVE SUCH AS
ORGANICS, DEBRIS, OR OTHER UNSUITABLE OR DELETERIOUS MATERIALS.
(CLASSIFIED AS SP AND GP USING THE UNITED SOIL CLASSIFICATION SYSTEM),
DIMENSION, HIGHLY PLASTIC CLAY, POORLY-GRADED SAND AND GRAVEL
INCHES IN GREATEST DIMENSION, ROCKS LARGER THAN 3 INCHES IN LARGEST
THAN 50% GRAVEL, AND ALSO, DOES NOT CONTAIN HARD LUMPS OF EARTH 3
NON-CONTAMINATED NATIVE SOIL MATERIAL WHICH DOES NOT CONTAIN MORE
CONSTRUCTION, DATED SEPTEMBER 1986, SECTION 16 - "BORROW", OR
COUNTY OF HONOLULU STANDARD SPECIFICATION FOR PUBLIC WORKS
EITHER MATERIAL CONFORMING TO THE REQUIREMENTS OF THE CITY AND
M0302 TRACEABLE ELECTRICAL WARNING MARKER TAPE IN ACCORDANCE WITH HECo SPEC.
SEE DUCT SECTION DETAILS FOR CONDUIT ARRANGEMENT.
SEE TRENCH RESTORATION DETAIL.
SHALL BE SAWCUT. BACKFILL, COMPACT AND PATCH SURFACE TO MATCH ADJACENT AREA.
WHERE TRENCH ENCOUNTERS EXISTING CONCRETE OR ASPHALT CONCRETE, SURFACE
DIFFERENT SYSTEMS.
PROVIDE 2" SEPARATION BETWEEN DUCTS OF SAME SYSTEM AND 3" BETWEEN DUCTS OF
ELECTRICAL AND TELEPHONE DUCTS SIMILAR.
COMPACTION
RELATIVE
COMPACTED TO 95%
IMPORT MATERIAL
SUITABLE NATIVE OR
TYPICAL DUCT SECTION (CONCRETE ENCASED)
NOT TO SCALE
C1
M
IN
IM
U M
3"3"
SEE NOTE 2
STRENGTH IN 28 DAYS
3000 PSI COMPRESSIVE
CONCRETE JACKET,
PERCENT PASSING BY WEIGHT
COURSE
2" MIN. A.C. WEARING
REPAVING
SAWCUT BEFORE
BASE COURSE
EXISTING
TRENCHING
SAWCUT BEFORE
1/2 SECTIONPAVED AREA
1/2 SECTION
L TRENCHc
TRENCH WIDTH12"
NOT TO SCALE
C4
TRENCH RESTORATION DETAIL
SECTION A SECTION B SECTION C
NOT TO SCALE
DUCT SECTION DETAILS
SECTION D
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P S O
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Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-502
A
A F
B E -5
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P U
L L
B O
X D
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A
IL
S
SLOPE
LOGO
POLYMER CONCRETE BOX
POLYMER CONCRETE COVER
#4 T & B w/ #3 AT 6"O.C.
LIFT SLOT
RESISTANT SURFACE
COVER WITH SKID
POLYMER CONCRETE
w/ WASHER (4)
HEX HEAD BOLT
STAINLESS STEEL
MOUSEHOLES (2)
CONCRETE BOX
POLYMER
NOTES:
3000 PSI IN 28 DAYS
CONCRETE COLLAR,
NOT TO SCALE
NOT TO SCALE
6"
3" CLEAR
3" CLEAR TYPICAL
COMPACTED EARTH
B3
A1
LOGO
LIFT SLOT
MOUSEHOLES (2)
CONCRETE BOX
POLYMER
D
W
L
1.
2.
3.
4.
5.
24" x 36" x 18"
24" x 36" x 24"
30" x 48" x 18"
30" x 48" x 24"
TYPE W x L x D
COVER LOGO:
CONTROLS
"D CONTROLS" - DIGITAL
CONTROLS
"A CONTROLS" - ANALOG
"FA" - FIRE ALARM
"LIGHTING" - AREA LIGHTING
"CATV" - CABLE TV
"COMM" - TELECOMMUNICATIONS
"ELEC" - ELECTRICAL
w/ SKID RESISTANT SURFACE
POLYMER CONCRETE COVER
WITH WASHER (4)
HEX HEAD BOLT
STAINLESS STEEL
BIDDING.
EQUIVALENT MUST BE SUBMITTED FOR APPROVAL PRIOR TO
BOXES SHALL BE MANUFACTURED BY ARMORCAST OR EQUIVALENT.
PROVIDE CONCRETE COLLAR RING SURROUNDING PULLBOX, SEE
DUCTLINE ENTRIES.
BUILD-UP BRICKS WITH MORTAR AS NECESSARY TO ACCOMMODATE
PULLBOX SHALL BE SET ON COMPACTED GRANULAR FILL. PROVIDE
BOX AND BASE SHALL NOT CONTAIN STEEL REINFORCING.
VEHICLE AND PEDESTRIAN LOADING.]
1.3 IMPACT FACTOR) RATING IN ACCORDANCE WITH ASTM C857 A-16
LOADING.] [20,800 LB. DESIGN LOAD (16,000 LB. WHEEL LOAD TIMES
ACCORDANCE WITH ASTM C857 A-8 VEHICLE AND PEDESTRIAN
LB. WHEEL LOAD TIMES 1.3 IMPACT FACTOR) RATING IN
PULLBOX ASSEMBLY SHALL HAVE A [10,400 LB. DESIGN LOAD (8,000
NOTES:
NOT TO SCALE
B1
LARGE POLYMER CONCRETE PULLBOX DETAIL
COVER LOGO:
"D CONTROLS" - DIGITAL CONTROLS
"A CONTROLS" - ANALOG CONTROLS
"FA" - FIRE ALARM
"LIGHTING" - AREA LIGHTING
"CATV" - CABLE TV
"COMM" - TELECOMMUNICATIONS
"ELEC" - ELECTRICAL
SMALL POLYMER CONCRETE PULLBOX DETAIL
BIDDING.
EQUIVALENT MUST BE SUBMITTED FOR APPROVAL PRIOR TO
BOXES SHALL BE MANUFACTURED BY ARMORCAST OR EQUIVALENT.
PROVIDE CONCRETE COLLAR RING SURROUNDING PULLBOX, SEE
DUCTLINE ENTRIES.
BUILD-UP BRICKS WITH MORTAR AS NECESSARY TO ACCOMMODATE
PULLBOX SHALL BE SET ON COMPACTED GRANULAR FILL. PROVIDE
BOX AND BASE SHALL NOT CONTAIN STEEL REINFORCING.
VEHICLE AND PEDESTRIAN LOADING.]
1.3 IMPACT FACTOR) RATING IN ACCORDANCE WITH ASTM C857 A-16
LOADING.] [20,800 LB. DESIGN LOAD (16,000 LB. WHEEL LOAD TIMES
ACCORDANCE WITH ASTM C857 A-8 VEHICLE AND PEDESTRIAN
LB. WHEEL LOAD TIMES 1.3 IMPACT FACTOR) RATING IN
PULLBOX ASSEMBLY SHALL HAVE A [10,400 LB. DESIGN LOAD (8,000 1.
2.
3.
4.
5.
13" x 24" x 12"
13" x 24" x 18"
17" x 30" x 12"
17" x 30" x 18"
TYPE W x L x D
L
W
D
CONCRETE COLLAR RING
A1
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U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-503
A
A F
B E -5
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T
O
K
V A R
A T
IN
G
P
H A
S E T
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N S
F O
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E R P
A D D
E T
A
IL
8'-6" MINIMUM (SEE NOTE 7)
1'-6" GROUND ROD (SEE NOTE 6)
12" BELOW FINAL GRADE
(SEE NOTE 6). TOP OF ROD
ADDITIONAL GROUND ROD
1.
CONCRETE PAD
2'-9"
1'-6"
1'-9-1/2" 1'-9" 1'-7"
3/4" CHAMFER, TYPICAL
M A
X
IM
U M
MAXIMUM
#4 AT 8" ON CENTER
#4 AT 8" ON CENTER
#4 CONTINUOUS
AA
M
IN
IM
U M S
E E N
O T
E
7-1/2"
4" 4"
CLEARANCE (SEE NOTE 5)
EDGE OF REQUIRED
EDGE OF PAD (SEE NOTE 5)
CLEARANCE FROM FRONT
MAINTAIN AN 8'-0"
" 6
2.
3.
4.
5.
6.
7.
8.
PER PROJECT REQUIREMENT
SECONDARY CONDUITS AS
NOTE 8)
PROJECT REQUIREMENTS (SEE
SECONDARY CONDUITS PER
CONDUITS IN THIS AREA.
TERMINATE SECONDARY
NOTE 7)
OVERLAP ALL AROUND (SEE
MAINTAIN MINIMUM 4" OF
PLACEMENT
TO CONCRETE
CUT DOWN PVC PRIOR
JACKET
ENCASED IN 3" CONCRETE
2-4" PRIMARY CONDUITS
COMPACTION
BORROW AT 95%
OR COMPACTED SELECT
FIRM, UNDISTURBED EARTH
NOTES:
FINAL GRADE
PLAN VIEW
SECTION A-A
A1
3 PHASE TRANSFORMER PAD DETAIL - 500 TO 750 KVA RATING
"1 -1 /2
2" CLEAR
NOTE 8)
CONC. JACKET (SEE
(2-4) ENCASED IN 3"
PRIMARY CONDUITS
9 FILL SPACE BETWEEN CONDUITS WITH CRUSHED GRAVEL.
NECESSARY.
REQUIREMENTS WITH TRANSFORMER EQUIPMENT SUPPLIER/MANUFACTURER AND ADJUST AS
DIMENSIONS FOR CONDUIT STUB-UP LOCATIONS SHOWN FOR GUIDE ONLY. VERIFY
ADJUST PAD DIMENSIONS AS NECESSARY TO SUIT DIMENSION OF TRANSFORMER PROCURED.
MAINTAIN MINIMUM 4" OF OVERLAP BETWEEN TRANSFORMER ENCLOSURE AND EDGE OF PAD.
SHALL BE MAINTAINED BETWEEN GROUND RODS.
BURIED 30" BELOW GRADE AND EXOTHERMICALLY WELDED TO THE RODS. A MINIMUM OF 20'-0"
COPPER GROUND WIRE BETWEEN RODS. #4/0 BARE COPPER GROUND WIRE SHALL BE DIRECT
ADDITIONAL 3/4" DIAMETER x 10'-0" COPPER CLAD STEEL GROUND ROD AND CONNECT #4/0 BARE 3/4" DIAMETER x 10'-0" GROUND ROD. IF GROUND RESISTANCE IS MORE THAN 25 OHMS, INSTALL
FROM THE BACK OF PAD, AND 8'-0" IN FRONT OF PAD.
MAINTAIN A RELATIVELY LEVEL, MINIMUM CLEARANCE OF 2'-6" FROM THE SIDES OF THE PAD, 2'-0"
TO 3/4" CHAMFER.
SMOOTH AND TRUE, WOOD-FLOAT FINISH, AND FREE OF DEFECTS. ROUND ALL EXPOSED EDGES
LOCATE, SECURE, AND CAP ALL CONDUITS BEFORE POURING PAD. TOP OF CONCRETE TO BE
RUST.
REINFORCING: ASTM A615, GRADE 40 MINIMUM. NEW, CLEAN AND FREE FROM LOOSE, FLAKY
STRENGTH REACHES 1,500 PSI MINIMUM OR AFTER 14 DAYS.
MINIMUM OF 7 DAYS. DO NOT INSTALL TRANSFORMER UNTIL CONCRETE COMPRESSIVE
CONCRETE: 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. MOISTURE CURE CONCRETE PAD A
DETAIL IS APPLICABLE FOR 500 TO 750 KVA, 3 PHASE PAD-MOUNTED TRANSFORMERS.
W H
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K E
M K E
N G
IN
E E
R S L T
D
C B
A S N
O T
E D
IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-504
A
A F
B E -5
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G N
D E
T A
IL
S x P
R E
C A
S T C
O N
C R
E T
E H
A N
D H
O
KEYWAY
SUM
P
SLOPE
TO
SUMP
LIFTING NOTES:
TYP.10'-0" GROUND ROD
HOLE FOR 3/4" DIA. x
IRONS, TYP.
PULLING
1" DIA. HOLES FOR
IRONS, TYP.
FOR PULLING
1" DIA. HOLES
C L
R
CLR
LIFTING ANCHORS (TYP.)
GROUND ROD
HOLE FOR 3/4" DIA. x 10'-0"
C L
R
CLR
(4 PER SECTION)
OR EQUIVALENT
GALV. LIFTING ANCHORS
P52L DAYTON SUPERIOR
C 4 TON x 4-1/4" LONG
C SYMM.L
C SYMM.L
L
1.
2.
3.
E L E
C
E L E
C
E L E
C
E L E
C
E L E
C
- TELECOMM
- ELECTRICAL
SCALE: 3/4" = 1'-0"
TOP PLAN
6'-2-3/4"
7" 1'-3" 1'-3" 1'-3" 1'-3" 7"
1/8' 1/8" 1/8"
3/16"3/16"
-1 /2
/8
/8
-1 /2
SEE
CONCRETE COVER,
REMOVAL
"COMM"
"ELEC"
LOGO:
TOP SLAB & COVER
B1
E-505
6'-2-3/4"
5'-3/4" 7"7"
5" 7"
2-1/2"
2-1/2" -1 /2
-1 /2
SCALE: 3/4" = 1'-0"
PLAN SECTION
SLING FLEET ANGLE SHALL BE EQUAL TO OR LESS THAN
UP = 2,800 PSI MINIMUM
CONCRETE STRENGTH @ INITIAL PICK
TO LIFT EACH SECTION.
4-POINT PICK-UP WITH SPREADER BEAM SHALL BE USED
B1
6'-2-3/4"
11"
7" 11"
1'-6"
1'-0"
C3
E-504
A3
E-504
SCALE: 3/4" = 1'-0"
A1
BASE FLOOR FRAMING PLAN
W H
E E
L E
R A
R M
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F
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L D
O A
H U
H A
W A
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N O
V A
T E F
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S T F
L O
O R B
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F Y O
M A P
K G A -0
F O
R T S
H A
F T
E R
O A
H U
H A
W A
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H O
N O
L U
L U D
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T R
IC
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IN
K A
R C
H L L
C
I
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IL
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R O
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H O
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-0
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C A
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S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U L
K.U
SL FLR DN TO SUMP
AROUND
1/8" ROUNDED EDGES ALL
(EXCEPT SUMP)
C SYMM.
SUMP
S U
M P
CLR
L
L
L
IRON, SEE
7/8" DIA. U-BOLT PULLING
1" DIA. HOLES FOR
ROD, WHERE REQUIRED, TYP.
3/4" DIA. x 10'-0" GROUND
ROD
HOLE FOR 3/4" DIA. GROUND
CURB
IRON, SEE
7/8" DIA. U-BOLT PULLING
C 1" DIA. HOLES FOR
C SYMM.
SUMP BEYOND
(4 PER SECTION)
LIFTING ANCHOR
L L
5'-3/4" 7"
7"
7"
1'-0"1'-0"
7"
3/16"3/16"
CLR
2-1/2"2-1/2"
" 6
2-1/2"2-1/2"
T Y
P1
(4 PER SECTION)
EQUIVALENT
LIFTING ANCHORS OR
DAYTON SUPERIOR GALV.
C 4 TON x 4-1/4" LONG P52L
SIDEWALK
FIN. GRADE OR
B4
PULLING IRON, SEE
7/8" DIA. U-BOLT
1" DIA. HOLES FOR
1.
NOTES:
C3
SCALE: 1" = 1'-0"
SECTION
WALL REINFORCEMENT, SEE
AT DUCT ENTRANCES, PROVIDE ADDITIONAL
1.
NOTES:
A3
SCALE: 1" = 1'-0"
SECTION
WALL REINFORCEMENT, SEE
AT DUCT ENTRANCES, PROVIDE ADDITIONAL
4-1/2"4-1/2" 4" 4"
3'-5"
2'-9"
2-1/2"
2-1/2"
-1 /2
" 6
S U
M P
1/8"
CLR
1/8"
CLR
-3 /8
SIDEWALK
OR
FIN. GRADE
WHERE REQUIRED
3/4" DIA. x 10'-0" GROUND ROD, (4 PER SECTION)
EQUIVALENT
LIFTING ANCHORS OR
SUPERIOR GALV.
P52L DAYTON
C 4 TON x 4-1/4" LONG
SIDEWALK
FIN. GRADE OR
GROUND ROD
HOLE FOR 3/4" DIA.
EXIST GRADE.
HANDHOLE TO MATCH
SLOPE TOP OF
SEALANT
'Y'
WALL
PRECAST CONC
'X'
PULLING IRON
7/8" U-BOLT
(STAINLESS STEEL)
BEARING PLATES
3/4" x 4" x 8"
R= 2-15/16"
PULLING IRON
FOR 7/8" U-BOLT
2-1" DIA. HOLES
TYP.
3/8" CHAMFER,
NUTS (STAINLESS STEEL)
7/8" U-BOLT AND
C4
TYPICAL JOINT DETAIL
SECTION "Y"
TACK WELD
7"
SCALE: 1-1/2" = 1'-0"
EQUIVALENT
SEALANT CONT. OR
RAM-NEK JOINT
OR EQUIVALENT
SEALANT CONT.
RAM-NEK JOINT
5"
4-1/8"1 -1 /2
2"
3/4" TYP1-3/4" TYP
-3 /4
(STAINLESS STEEL)
3/4" x 4" x 8" BEARING PLATES
-1 /2
-1 /2
5"
4-1/8"
2-1/16"
B4
NOT TO SCALE
TYPICAL PULLING IRON DETAILS
PLAN - SECTION "X"
TYP.
CHAMFER,
3/8"
A
A F
B E -5
.D
G N
D E
T A
IL
S x P
R E
C A
S T C
O N
C R
E T
E H
A N
D H
O
APPROXIMATE SECTION WEIGHTS:
A.
B.
C.
D.
A.
B.
C.
B.
C.
CONCENTRATED PULLING IRON LOAD = 2,000 POUNDS TENSION (WITH FACTOR OF SAFETY= 2.0)
2. GROUND WATER LEVEL ASSUMED 3 FEET BELOW FINISH GRADE. FIELD VERIFY.
1. EQUIVALENT FLUID PRESSURE: 45 POUNDS PER CUBIC FOOT (EQUIVALENT FLUID WT.)
LATERAL EARTH PRESSURE:
VERTICAL LIVE LOAD (LIGHT VEHICULAR TRAFFIC) = 5,000 POUND WHEEL LOAD
3. CONCRETE COVER (EACH) = 261 POUNDS
2. BASE SECTION = 3,250 POUNDS
1. WALL SECTION = 4,120 POUNDS
GENERAL NOTES FOR 3' x 5' PRECAST CONCRETE HANDHOLE & COVERS
1. DESIGN DATA:
A.
B.
C.
2. CONCRETE:
3. REINFORCING STEEL:
A.
B.
4. STEEL:
D.
A.
5. ACCESSORIES:
6.
C15 x 33.9 FRAME
1/8
HOLD THIS DIMENSION
C15 x 33.9 FRAME
1" DIA. DRAIN HOLE
CONCRETE FILL
C15 x 33.9 FRAME SPACER BAR
2 x (1" DIA DRAIN HOLES) IN WEB OF CHANNEL
C15 x 33.9 FRAME
PART ELEVATION
C15 x 33.9 FRAME
DEVICES
2 x LIFTING
LIFTING DEVICE
CORNERS
1/4" ROUNDED
"COMM"
"ELEC"
COVER LOGO:
ELEC
- TELECOMM
- ELECTRICAL
HANDHOLE WALL
BEND REBARS WHERE REQUIRED.
TO TOP SLAB
OF DUCTS FROM BOTTOM SLAB
ADD 1-#5 VERTICAL EA. SIDE
ENTIRE WALL LENGTH
ADD 2-#5 HORIZ.
DIAGONAL EA. CORNER
ADD 1-#4 x 3' LONG
ENTIRE WALL LENGTH
ADD 1-#5 HORIZ.
2"
1/2"
-1 /8
-3 /8
-1 /4
3'-4-3/4"
3"2"
-1 /2
-1 /2
3"
-3 /8
3"
3'-4-3/4"
3"
1'-3"
-3 /8
-3 /8
3"
1" DIA.
2"
1/2" CLR
/2
C L E
A R T
Y P
TYP.
FOR LOCATION)
CONCRETE COVER
PLAN OF REMOVABLE
1/2" x 1/8" x 1" (SEE
SPACER BAR
SPACE BAR
SCALE: 6" = 1'-0"
CORNERS
1/4" ROUNDED
D
IM
E N
S
IO
N
H O
L D T
H
IS
2"
PLAN
SCALE: 1-1/2" = 1'-0"
SCALE: 1-1/2" = 1'-0"
SECTION
SCALE: 1-1/2" = 1'-0"
CROSS SECTION
B1 3' x 5' PRECAST CONCRETE HANDHOLE COVER DETAILS
STORAGE.
PLUG DURING
OPENING. INSERT
PLUG FOR THREADED
THREADED PLASTIC
ZRC.
WELDS W/ 2 COATS
CLEAN & COAT
GALVANIZING.
AFTER
WELD INSERT
CHANNEL
WELDED TO
2" x 1/8" BENT BAR
-3 /8
-5 /8
SCALE: 6" = 1'-0"
PART SECTION
LIFTING DEVICE
TO FRAME.
GALVANIZING, WELD STAINLESS STEEL THIN SLAB INSERT
RODS, AND SPACER BARS AFTER FABRICATION. AFTER
HOT DIPPED GALVANIZE L FRAME OR FRAME, STEEL
NOTE:
A1
NOTES:
1.
HANDHOLE WALL REINFORCEMENT DETAIL AT DUCT ENTRANCES
NOT TO SCALE
WALL ELEVATION
MINIMUM REQUIREMENTS NOTED BELOW:
SHOP DRAWINGS SEALED AND SIGNED BY A LICENSED STRUCTURAL ENGINEER IN THE USA. HANDHOLE ASSEMBLY SHALL MEET THE HANDHOLE AND COVERS (INCLUDING STRUCTURAL REINFORCEMENT) SHALL BE BY A LICENSED STRUCTURAL ENGINEER. SUBMIT STRUCTURAL REINFORCEMENT FOR THE HANDHOLE AND COVERS IS REQUIRED BUT IS NOT SHOWN. DESIGN OF THE PRECAST
2. TOP OF HANDHOLE AND COVERS-NON-SLIP BROOM FINISH. ROUND EXPOSED EDGES TO 1/8" RADIUS.
1. ALL SURFACES SHALL BE SMOOTH AND FREE OF DEFECTS.
FINISH:
CONDITIONS, AND SUCH IMPERFECTIONS SHALL BE REPAIRED.
AFTER REMOVAL OF THE FORMS, ALL CONCRETE SURFACES SHALL BE INSPECTED FOR VOIDS, STONE POCKETS AND OTHER SUCH
MECHANICAL VIBRATOR. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF NOT LESS THAN 7 DAYS.
MAX. MAXIMUM AGGREGATE SIZE SHALL BE 3/4" CONCRETE SHALL BE THOROUGHLY CONSOLIDATED DURING PLACEMENT USING A COMPRESSIVE STRENGTH: 5,000 PSI MINIMUM AT 28 DAYS; 2,800 PSI MINIMUM AT LIFTING. WATER/CEMENT RATIO SHALL BE 0.40
REINFORCED CONCRETE AND AS SPECIFIED HEREIN. CONCRETE SHALL BE READY MIXED CONFORMING TO ASTM C94.
CONCRETE WORK SHALL CONFORM WITH THE AMERICAN CONCRETE INSTITUTE ACI 318-95, BUILDING CODE REQUIREMENTS FOR
CERTIFIED WELDERS.
WELDING OF REBARS SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY STANDARDS AND PERFORMED BY
TO BE WELDED SHALL BE ASTM A 706.
REINFORCING STEEL FOR NORMAL USE (NOT TO BE WELDED) SHALL CONFORM TO ASTM A 615, GRADE 60. REINFORCING STEEL
WORKING TENSION LOAD = 1500 POUNDS.
ALL LIFTING INSERTS SHALL BE TYPE 304 STAINLESS STEEL AND INSTALLED PER MANUFACTURER'S RECOMMENDATION. SAFE
SHALL BE PAINTED WITH 2 COATS OF Z.R.C. COLD GALVANIZING COMPOUND.
WELDERS. ALL WELDS SHALL BE CLEANED AND GROUNDED SMOOTH. WELDS WHICH WILL NOT BE HOT DIPPED GALVANIZED, ALL WELDS SHALL BE WELDED ACCORDING TO AMERICAN WELDING SOCIETY (AWS) STANDARDS PERFORMED BY CERTIFIED
STEEL SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.
STEEL SHAPES, PLATES, BARS, AND ANGLES SHALL COMPLY WITH ASTM A-36. EXCEPT STAINLESS STEEL COMPONENTS, ALL
OF STEEL CONSTRUCTION.
STRUCTURAL STEEL FOR BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN" 6/1/89, OF THE AMERICAN INSTITUTE STEEL WORK, INCLUDING MATERIAL FABRICATION AND ERECTION, SHALL COMPLY WITH THE "SPECIFICATION FOR
DEPRESSIONS WITH BONDING AGENT AND NON-SHRINK GROUT.
BOXES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. PATCH LIFTING ANCHOR ALL LIFTING INSERTS AND ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. LIFTING OF PRECAST
IRONS.
THE FOLLOWING: MANUFACTURER, PRODUCT/MODEL NO., PRECASTING DATE AND LOCATION, AND CAPACITY OF PULLING AN EMBEDDED BRASS ID TAG SHALL BE PROVIDED ON THE INTERIOR OF ALL PRECAST UNITS. THE TAG SHALL BE MARKED WITH
MINIMUM, PROVIDE ONE PULLING IRON ON THE SHORT SIDE WALL OF EACH HANDHOLE.
UNITS ARE INSTALLED IN PLACE. VERIFY QUANTITY AND LOCATIONS OF ALL PULLING IRONS PRIOR TO FABRICATION. AS A SUPPLY PULLING IRON ASSEMBLIES SEPARATELY. THE INSTALLATION CONTRACTOR SHALL INSTALL PULLING IRONS BEFORE PULLING IRONS: PULLING IRONS SHALL BE STAINLESS STEEL (TYPE 304, NON-MAGNETIC). THE PRECAST FABRICATOR SHALL
THIN SLAB INSERT
STAINLESS STEEL
3/4" DIA x 1-5/8"
OCCURS
TERMINATORS WHERE
DUCT ENTRANCE
CHANNEL FRAME
1/2" x 1/8" x 1" FOR
SPACER BAR
W H
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L D
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H U
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N O
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T E F
IR
S T F
L O
O R B
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F Y O
M A P
K G A -0
F O
R T S
H A
F T
E R
O A
H U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IN
K A
R C
H L L
C
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R O
A D S
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-0
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-0
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A
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M A
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A P
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B M
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D B
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P L
O T S
C A
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D A
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M A
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D E
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P P
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C O
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C T N
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P K
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M K E
N G
IN
E E
R S L T
D
C B
A S N
O T
E D
IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-601
A
A F
B E -6
.D
G N
O N
E -L
IN
E D
IA
G R
A M A N
E W
100A
NO SCALE
(N.C.)
CKT IW
(N.O.)
CKT SS
A1
SQD QED 2 208Y/120V, 3PH, 4W 2000A
3P1200A
E-103
SQD 208Y/120V/3PH/4W, 1200A
EXST SWBD A
SEE SHEET
TO PNL "AA" IN STORAGE BLDG,
PNL "A" - GEN
GENERATOR BLDG
1.
NOTES:
4"C, 3#2, 15KV EPR
G
3P1200AT
WP ENCLOSURE
IN SOUND ATTENUATED
208Y/120V, 3PH, 4W
350KW/437KVA
GENERATOR
JB
PNL "A2"
CONTROL WIRES
1-1/2"C WITH
ONE-LINE DIAGRAM A - NEW
6 x (4"C, 4-500 kcmil)
3P175A
2-1/2"C, 4#4/0, #4 GND
1-1/2"C, 3#2, #6 GND
2"C, 3#2, #6 GND
1-1/2"C, 4#2, #6 GND
BOLD LINES DENOTE NEW WORK.
LIGHT LINES DENOTE EXISTING CONDITION.
TRANSFORMER TP107A
RELOCATED
5.93% Z 208Y/120V
12.47/6.9KV TO
DUAL WINDING
750 KVA XFMR
#3/0 GND
KWH
EXST GND RING
NEUTRAL
GND
ED602 E-602
ED602 E-602
SWBD A TO EMH.
PROVIDE NEW CONDUCTORS IN EXISTING CONDUIT FROM
3P200A FU SW WITH 175A CLF.
BREAKER SHALL BE 10 FEET.
MAXIMUM CABLE LENGTH BETWEEN TAP AND 3P225A
ATS SETTINGS FOR NEW GENERATOR.
PROVIDE 225A LUGS FOR PANEL "A" TAP. REPROGRAM
RECONNECT PANEL "AA" FEEDER TO EXST PANEL "A".
INST SET TO: 1.5
i2T SET TO: 0.5
LT SET TO: 1
In=2000A
RG 2000 MICROLOGIC 3.0
MAIN BREAKER IS A SQUARE D POWER PACT
#4/0 GND)
4 x (4"C, 4-500 kcmil, "A"
EMH
NON-CRITICAL BKR
3P1200A
CRITICAL BKR
3P1200A
#3/0 kcmil GND) 3 x (4"C, 4-500 kcmil, 5 x (4-500kcmil)
208Y/120V. 3PH
BYPASS SWITCH,
ATS/ISOL/
NEW 3P1600a
2-1/2"C, 4#4/0, #4 GND
SEE SHEET AND
TO NON-CRITICAL BUS BKR,
SEE SHEET AND
TO CRITICAL BUS BKR,
W H
E E
L E
R A
R M
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F
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L D
O A
H U
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N O
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T E F
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S T F
L O
O R B
U
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F Y O
M A P
K G A -0
F O
R T S
H A
F T
E R
O A
H U
H A
W A
II
H O
N O
L U
L U D
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T R
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A R
M Y C
O R
P S O
F E
N G
IN
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R S
IN
K A
R C
H L L
C
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M A
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P L
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C A
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D A
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M A
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D E
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E A
P P
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A N
S I
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C O
N T
R A
C T N
O
P K
U M
K E
M K E
N G
IN
E E
R S L T
D
C B
A S N
O T
E D
IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-602
A
A F
B E -6
.D
G N
O N
E -L
IN
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IA
G R
A M B N
E W
A1
NO SCALE
3P200A
ONE-LINE DIAGRAM B - NEW
3P200A
N O
N -C
R
IT
IC
A L B
U S
3P400A TRANE AC PC62/3
TO EXISTING LOAD
3P300A
3P100A
3P40A
3P100A
PAC-3, ROOF
3P100A
3P100A PC3 OPS ADMIN A/C SYSTEM
TO EXISTING LOAD
3P100A
3P80A
3P80A
3P100A
3P70A
3P225A
3P225A
3P400A
3P400A
3P600A
3P200A
3P125A
PAC-2, ROOF
3P150A
PAC-1, ROOF
CKT BKR
1000AT
3P1200AF
CKT BKR
1000AT
3P1200AF
B U
S T
IE
B
K R
A F /1
A T
C R
IT
IC
A L B
U S
1"C, 4#6, #8 GND
1-1/2"C, 4#1, #6 GND
2"C, 3#2, #6 GND
208Y/120V, 3PH, 4W, 2000A
MAIN SWITCHBOARD "MSB"
E-601
3P20A
3P150A
2"C, 4#3/0, #6 GND
E-601
2ND FLR
PNL "2A" RM 205
ACCU-1, 2ND FLR
ACCU-2, 2ND FLR
(OFF)
3P250A
(OFF)
3P250A
1-1/4"C, 3#4, #8 GND
1-1/4"C, 3#4, #8 GND
1-1/4"C, 3#10, #10 GND (ON ROOF)
ACCU-3, 2ND FLR
TRANE A/C MOD 4
TO EXISTING LOAD
2"C, 4#1/0, #6 GND
2"C, 4#3/0, #6 GND
3P100A
3P100A
3P100A
3P100A
3P225A
3P150A
3P150A
3P100A
3P100A
3P200A
PANEL "EA/EB"
TO EXISTING LOAD
PNL "EM" RM 304
PNL "RTPPA" &
TO EXISTING LOAD
1-1/4"C, 4#2
PNL "B"
PNL "2B"
3RD FLR
3RD FLR
VEST 302
2ND FLR
ELEC RM 205
PNL "A"
"3C"
PNL
"3E"
PNL
1-1/2"C, 4#2, #8 GND
"2E"
PNL
3PH, 4W 400A
208Y/120V, PANEL "DP1"
3RD FLR
RM 314
COMM
2ND FLR
RM 206
COMM
3RD FLR
10C 320
PNL "10C"
1-1/2"C, 4#2, #8 GND
M
M
M
PNL "1C"
PNL "1D"
(2 SECTION)
1-1/2"C, 4#2, #8 GND
1-1/2"C, 4#2, #8 GND
CORRIDOR 311 (3RD FLR)
PNL "E"
CORRIDOR 327A (3RD FLR)
PNL "3D"
PNL "1B"
PNL "1A"
3P250A
3P100A
1-1/2"C, 4#2, #8 GND
2-1/2"C, 4#4/0, #4 GND
4"C, 4-500 kcmil, #2 GND4
PNL "AC2"
3P150A
3 2-1/2"C, 4#1/0, #6 GND
BOLD LINES DENOTE NEW WORK.
LIGHT LINES DENOTE EXISTING CONDITION.1.
NOTES:
3"C, 4-250 kcmil, #4 GND
1-1/2"C, 4#2, #8 GND
PNL "1F"
1-1/2"C, 4#2, #8 GND4
1-1/2"C, 4#2, #8 GND
1-1/2"C, 4#2, #8 GND
1-1/2"C, 4#2, #8 GND
PNL "1E"
RM 103
PANEL A/C
3P400A
M ELEVATOR
40HP/208/3
SHUNT TRIP
2 x (4"C, 4-350kcmil, #1 GND)
"1T"
PNL
1ST FLOOR
COMM RM
1-1/2"C, 4#2, #8 GND
JB TO MATCH WALL
METAL COVER AND PAINT
PROVIDE NEW SHEET
(CONVERT TO JB)
OLD PANEL "DP2"
3P70A DEVICE
PROTECTIVE
SURGE
4#2, #8 GND
4#2, #8 GND
DEVICE
PROTECTIVE
SURGE
3"C, 3-250 kcmil, #2 GND 3"C, 3-250 kcmil, #2 GND
MAKE LEAD AS SHORT AS POSSIBLE.
REPLACE EXISTING BREAKER WITH NEW BREAKER.
PROVIDE NEW BREAKER IN EXISTING PFB.
RE-ROUTE FEEDER TO PANEL "AC2"
3P100A
#1/0 GND EACH
3-4"C, 4-500MCM,
#1/0 GND EACH
3-4"C, 4-500MCM,
PNL "IT2"
1-1/2"C, 4#2, #8 GND4
BLDG, SEE SHEET
IN GENERATOR
SWITCHBOARD "A"
TO EXISTING
BLDG, SEE SHEET
IN GENERATOR
SWITCHBOARD "A"
TO EXISTING
W H
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L O
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U
IL
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IN
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F Y O
M A P
K G A -0
F O
R T S
H A
F T
E R
O A
H U
H A
W A
II
H O
N O
L U
L U D
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T R
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U .S
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M Y C
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P S O
F E
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IN
E E
R S
IN
K A
R C
H L L
C
I
W
IL
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R O
A D S
U
IT
E
H O
N O
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-0
W
A -0
-D -0
-0
IDENTIFICATION
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D E
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2 3
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4 5
A
B
M A
R K
A P
P R
D A
T E
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IZ
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B M
IT
T E
D B
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P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
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N D
A T
E A
P P
R
A N
S I
D
C O
N T
R A
C T N
O
P K
U M
K E
M K E
N G
IN
E E
R S L T
D
C B
A S N
O T
E D
IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-603
A
A F
B E -6
.D
G N
L
IG
H T F
IX
T U
R E D
E T
A
IL
S
DIRECT/INDIRECT TROFFER
2 x 4 STATIC RECESSED
NOT TO SCALENOT TO SCALE
FEATURES
OPTIONS
GENERAL DESCRIPTION
DIFFUSER: ACRYLIC DIFFUSER PRISMATIC LENS,
EXTRUDED ACRYLIC LENS BACKED WITH
WHITE ACRYLIC DIFFUSER
MOUNTING: RECESSED
LIGHT FIXTURE DETAIL - TYPE "A" AND "AE"
BALLAST: ELECTRONIC WITH 0-10V DIMMING
BALLAST: EMERGENCY WITH INTEGRAL BATTERY
PACK AND TEST SWITCH
REFLECTORS: MATTE POLYESTER POWDER PAINT
ELECTRICAL: 120 VOLT
PAINTED AFTER FABRICATION
FINISH: WHITE ENAMEL OR POLYESTER POWDER COAT,
FEATURES
GENERAL DESCRIPTION
NOM. DIMENSIONS: 4"W x 48"L x 4"D
REFLECTORS: WHITE POLYESTER POWDER PAINT,
ELECTRICAL: 120 VOLT
PAINTED AFTER FABRICATION
DIFFUSER: FROSTED ACRYLIC
BALLAST: ELECTRONIC
HOUSING: EXTRUDED ALUMINUM
MOUNTING: PENDANT
NOT TO SCALENOT TO SCALE
NOT TO SCALENOT TO SCALE
LIGHT FIXTURE DETAIL - TYPE
FEATURES
GENERAL DESCRIPTION
ELECTRICAL: 120 VOLT
LAMP TYPE: LED
HOUSING: INJECTION BOLDED THERMOPLASTIC
MOUNTING: SURFACE (UNIVERSAL MOUNT)
INDIRECT/DIRECT FLUORESCENT
ELECTRICAL: 120 VOLT
FEATURES
GENERAL DESCRIPTION
BALLAST: ELECTRONIC
DISTRIBUTION: 40% UP LIGHT, 60% DOWN LIGHT
NOM. DIMENSIONS: 7"W X 4'L X 2"D
HOUSING: COLD ROLLED STEEL, 20g
MOUNTING: PENDANT
FINISH: WHITE ENAMEL OR POLYESTER POWDER COAT,
PAINTED AFTER FABRICATION
NOT TO SCALENOT TO SCALE
LIGHT FIXTURE DETAIL - TYPE "B1", "B2" AND "BE2"
WALL MOUNTED FLUORESCENT
ELECTRICAL: 120 VOLT BALLAST
REFLECTORS: GLOSS WHITE INTERIOR FINISH
FEATURES
GENERAL DESCRIPTION
OPTIONS
BALLAST: EMERGENCY WITH INTEGRAL BATTERY
PACK AND TEST SWITCH
BATTERY PACK AND TEST SWITCH
MOUNTING: WALL
FINISH: WHITE ENAMEL OR POLYESTER POWDER COAT,
PAINTED AFTER FABRICATION
NOT TO SCALENOT TO SCALE
NOM. DIMENSIONS: 24"W x 48"L x 5"D
NOM. DIMENSIONS: 10-1/8"W x 12-1/2"L x 2-5/8"D
NOM. DIMENSIONS: 6"W x 54"L x 4"D
BALLAST: ELECTRONIC, EMERGENCY WITH INTEGRAL
NOTES:
1. FIXTURE TYPE "E1" SHALL HAVE INTEGRAL OCCUPANCY SENSOR.
ARROWS AS INDICATED
UNIVERSAL DIRECTIONAL
EXIT LIGHT
OPTIONS
BALLAST: EMERGENCY WITH INTEGRAL BATTERY
PACK AND TEST SWITCH
LIGHT FIXTURE DETAIL - TYPE "C1", "C2", "CE1", AND, "CE2"
LAMP TYPE: LED, 8350-9650 NOMINAL LUMENS, 3500K
HOUSING: FORMED COLD ROLLED STEEL
LAMP TYPE: LED
SHIELDING: FROSTED ACRYLIC
AND 5290 LUMENS, 3500K (TYPE "B2")
PROFILE: 7600 LUMENS, 3500K (TYPE "B1" AND "EB")
LAMP TYPE: LED 5000 LUMENS
SHIELDING: ACRYLIC
OCCUPANCY SENSOR: INTEGRAL
HOUSING: STEEL
LIGHT FIXTURE DETAIL - TYPE "EE1"
LAMP TYPE: LED 1200 LUMENS PER FOOT
LED SUSPENDED
W H
E E
L E
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R M
Y A
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F
IE
L D
O A
H U
H A
W A
II
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N O
V A
T E F
IR
S T F
L O
O R B
U
IL
D
IN
G
F Y O
M A P
K G A -0
F O
R T S
H A
F T
E R
O A
H U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IN
K A
R C
H L L
C
I
W
IL
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R O
A D S
U
IT
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H O
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L U
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A -0
-D -0
-0
W
A -0
-D -0
-0
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D E
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N E
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D E
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2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
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P L
O T S
C A
L E
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
E A
P P
R
A N
S I
D
C O
N T
R A
C T N
O
P K
U M
K E
M K E
N G
IN
E E
R S L T
D
C B
A S N
O T
E D
IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-604
A
A F
B E -6
.D
G N
L
IG
H T F
IX
T U
R E D
E T
A
IL
S
NOT TO SCALENOT TO SCALE
FEATURES
OPTIONS
GENERAL DESCRIPTION
LIGHT FIXTURE DETAIL - TYPE "H" AND "HE"
BALLAST: EMERGENCY WITH INTEGRAL BATTERY
PACK AND TEST SWITCH
ELECTRICAL: 120 VOLT
FINISH: WHITE ENAMEL OR POLYESTER POWDER COAT,
FEATURES
GENERAL DESCRIPTION
ELECTRICAL: 120 VOLT
BALLAST: ELECTRONIC
MOUNTING: SURFACE
NOT TO SCALENOT TO SCALE
FLUORESCENT STRIP
LAMP COVER: WIRE GUARD
NOM. DIMENSIONS: 5"W x 48"L x 2"D
MOUNTING: SURFACE
UNDER CABINET FIXTURE
HOUSING: FORMED COLD ROLLED STEEL
PAINTED AFTER FABRICATION, HIGH GLOSS
FINISH: WHITE ENAMEL OR POLYESTER POWDER COAT,
LIGHT FIXTURE DETAIL - TYPE "D"
SWITCHING: INTEGRAL
NOT TO SCALENOT TO SCALE
LED WALL PACK
FEATURES
OPTIONS
GENERAL DESCRIPTION
NOM. DIMENSIONS: 18"L x 9"D x 9"H
LAMP TYPE: 47.5W LED, 5000K
LENS: TEMPERED, IMPACT-RESISTANT CLEAR GLASS
DISTRIBUTION: WIDE LATERAL THROW, FULL CUTOFF
INTEGRAL PHOTOCELL
HOUSING: DIE-CAST ALUMINUM HOUSING
MOUNTING: WALL
LISTING: WET LOCATIONS
ELECTRICAL: 120 VOLTS
18" 9"
LIGHT FIXTURE DETAIL - TYPE "F"
FEATURES
OPTIONS
GENERAL DESCRIPTION
ELECTRICAL: 120 VOLTS
WALL MOUNT FLUORESCENT
NOT TO SCALENOT TO SCALE
LIGHT FIXTURE DETAIL - TYPE "F"
NOT TO SCALENOT TO SCALE
LIGHT FIXTURE DETAIL - TYPE "E2"
PROFILE: 2 LAMP
DIFFUSER: IMPACT RESISTANT ACRYLIC FULLY GASKETED
BALLAST: ELECTRONIC
HOUSING: COLD ROLLED STEEL, 22g
MOUNTING: SURFACE
LISTING: UL LISTED FOR DAMP LOCATIONS
PACK AND TEST SWITCH
BALLAST: EMERGENCY WITH INTEGRAL BATTERY
PAINTED AFTER FABRICATION
FINISH: WHITE ENAMEL OR POLYESTER POWDER COAT,
PAINTED AFTER FABRICATION
FINISH: BRONZE POWDER COAT
9"
UNDER CABINET FIXTURE
LANAI FIXTURE
FEATURES
GENERAL DESCRIPTION
ELECTRICAL: 120 VOLT
MOUNTING: CEILING
LAMP TYPE: 26W CLF
LENS: WHITE OPAL, HAND BLOWN
HOUSING: 18 GA STEEL
LISTING: DAMP LOCATIONS
PAINTED AFTER FABRICATION
PAINTED AFTER FABRICATION
FINISH: BLACK POWDER COAT,
NOT TO SCALENOT TO SCALE
LIGHT FIXTURE DETAIL - TYPE "G"
-1 /2
N O
M
-5 /8
N O
M
10" NOM.
LAMP TYPE: LED 2800 LUMENS
HOUSING: FORMED STEEL
LAMP TYPE: LED 707 LUMENS
LISTING: DAMP LOCATION
NOM. DIMENSIONS: 3"W x 24"L x 1-1/2"D
LAMP TYPE: LED 4850-5350 NOMINAL LUMENS 3500K
NOM. DIMENSIONS: 7"W x 48"Lx4"D
W H
E E
L E
R A
R M
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F
IE
L D
O A
H U
H A
W A
II
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N O
V A
T E F
IR
S T F
L O
O R B
U
IL
D
IN
G
F Y O
M A P
K G A -0
F O
R T S
H A
F T
E R
O A
H U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IN
K A
R C
H L L
C
I
W
IL
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A D S
U
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L U
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-0
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A -0
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-0
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2 3
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4 5
A
B
M A
R K
A P
P R
D A
T E
S
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S U
B M
IT
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D B
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P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
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T
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N D
A T
E A
P P
R
A N
S I
D
C O
N T
R A
C T N
O
P K
U M
K E
M K E
N G
IN
E E
R S L T
D
C B
A S N
O T
E D
IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-605
A
A F
B E -6
.D
G N
D
IA
G R
A M
S
D
IG
IT
A L O
C C
U P
A N
C Y S
E N
S O
R W
IR
IN
(A)
LOAD
LIGHTING
(B)
LOAD
LIGHTING
R E
D
Y E
L L
O W
GREEN
GROUND
EARTH
NEUTRAL WHITE
UNSWITCHED
120/277
HOT BLACK
(TYPICAL)
RJ45
B1
NO SCALE
COUPLER
CAT 6 ETHERNET CABLE
1.
NOTES:
2.
WALL SWITCH
DIMMING
DIGITAL
IF APPLICABLE
(CORNER MOUNTED)
SENSOR
DIGITAL OCCUPANCY
WITH DAYLIGHTING SCHEMATIC WIRING DIAGRAM
R E
D /B
L A
C K
Y E
L L
O W /B
L A
C K
SENSOR (CEILING MOUNTED)
DIGITAL OCCUPANCY
WALL SWITCH
DIMMING
DIGITAL
D
CONTROLLER
DIMMING ROOM
IF APPLICABLE
SENSOR
DAYLIGHT
D
D
TWO-ZONE DIGITAL OCCUPANCY SENSOR
NO SCALE
NEUTRAL WHITE
UNSWITCHED
120/277
HOT BLACK
LOAD
LIGHTING
(TYPICAL)
RJ45
WALL SWITCH
DIMMING
DIGITAL
GREEN
GROUND
EARTH
CAT 6 ETHERNET CABLE
DIGITAL OCCUPANCY SENSOR WITH DIMMING WIRING DIAGRAM
CABLE
CAT 6 ETHERNET
R E
D
R E
D /B
L A
C K
CONTROLLER
DIMMING ROOM
ON/OFF
CLASS 2 0-10 VOLT CONTROL WIRING ONLY REQUIRED FOR DIMMING FIXTURES.
COORDINATE ALL WIRING REQUIREMENTS WITH MANUFACTURER.
1.
NOTES:
2. CLASS 2 0-10 VOLT CONTROL WIRING ONLY REQUIRED FOR DIMMING FIXTURES.
COORDINATE ALL WIRING REQUIREMENTS WITH MANUFACTURER.
OS
OS( )
RC
D
B3
W H
E E
L E
R A
R M
Y A
IR
F
IE
L D
O A
H U
H A
W A
II
R E
N O
V A
T E F
IR
S T F
L O
O R B
U
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IN
G
F Y O
M A P
K G A -0
F O
R T S
H A
F T
E R
O A
H U
H A
W A
II
H O
N O
L U
L U D
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T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IN
K A
R C
H L L
C
I
W
IL
E I
R O
A D S
U
IT
E
H O
N O
L U
L U
H A
W A
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P H
O N
E (8
-1
W
A -0
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-0
W
A -0
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-0
IDENTIFICATION
SHEET
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S O
L
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N B
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C K
D B
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D E
S
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N E
D B
Y
D E
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
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
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N D
A T
E A
P P
R
A N
S I
D
C O
N T
R A
C T N
O
P K
U M
K E
M K E
N G
IN
E E
R S L T
D
C B
A S N
O T
E D
IS
S
U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
,II
A H
W U
U
E-606
A
A F
B E -6
.D
G N
P A
N E
L S
C H
E D
U L E
S
W H
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IS
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U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
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A
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IN
E E
R S L T
D
C B
A S N
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E D
IS
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U E D
A T
E
Honolulu District of Engineers
US Army Corps
F
IL
E N
U M
B E
R
/2
/2
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
LICENSE EXPIRATION DATE: 4/30/18
MK ENGINEERS, LTD.
P
A
ED
A
Y
.A S
LICENSED
PROFESSIONAL
ENGINEER
No. 7646-E
A .
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A H
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U
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