2b Draw A-20-106(Final).pdf
PDF 3 MB Posted
- Attached to
- Repair Underground Storage Tank at CZ and SGD
- Solicitation number
- FA520920B0003
View the file
Other files
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
T - 01
M - 01
TITLE SHEET
FOR MODIFICATION SHALL BE REMOVED AND ADJUSTED PRIOR TO SUCH WORK AND REINSTALLED AFTER WORK COMPLETION.
EXISTING CONDITIONS OR UNFORESEEN DESIGN CONFLICTS ON THE SITE PRIOR TO PERFORMING WORK.
PROVISION OF SHOP DRAWINGS TO RESOLVE CONFLICTS SHALL BE PROVIDED BY THE CONTRACTOR.
ACTUAL CONSTRUCTION WORK.
2. IF NOT INDICATED OTHERWISE, ALL EXISTING OBJECTS, ACCESSORIES AND / OR FIXTURES ON EXISTING SURFACES SCHEDULED
3. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE CONTRACTING OFFICER ANY DISCREPANCIES BETWEEN THE DRAWINGS AND
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING
AT NO ADDITIONAL COST TO THE GOVERNMENT.
1. INCIDENTAL DAMAGE TO THE GOVERNMENT PROPERTY SHALL BE RESTORED TO MATCH EXISTING BY THE CONTRACTOR
ORIGINAL DRAWING FINALIZED BY:
TARGET DESIGNATIONS
ABBREVIATIONSLOCATION MAP
SCOPE OF WORK LIST OF DRAWINGSGENERAL NOTES
NUMBER INDICATES
INDICATES DIRECTION OF
CUTTING PLANE
LETTER INDICATES
BLDG. SECTION
SHEET NUMBER WHERE
SECTION IS TAKEN
NUMBER INDICATES ELEVATION
SHEET NUMBER WHERE ELEVATION
IS TAKEN
SHEET NUMBER WHERE
SECTION IS DRAWN
NUMBER INDICATES
WALL SECTION
SHEET NUMBER WHERE
SECTION IS DRAWN
SHEET NUMBER WHERE
SECTION IS TAKEN
LETTER OR NUMBER INDICATES
BUILDING SECTION,
ELEVATIONS OR DETAILS
SHEET NUMBER WHERE DRAWN
SHEET NUMBER WHERE TAKEN
DETAIL2
A3A3
A3A3
A3 A3
DETAIL
DETAIL
DETAIL
WALL SECTION
TITLE
BLDG SECTION
ELEVATION
A
A1 A1
A3A3
A1
A2
A
A1A1
SHEET NUMBER WHERE ELEVATION
IS DRAWN
C
ELECTRICAL
MECHANICAL
A-20-106
SEE M-01 AND E-01
T-01
M - 02
E - 01
REPAIR UNDERGROUND STORAGE TANK, 137-N
CAMP ZAMA, JAPAN
ARCHITECT
A - 01 1F FLOOR PLAN, ENLARGED FLOOR PLAN, SECTIONS, DETAILS
1. INSTALL NEW CONCRETE RISING WALL.
3. CLEAN AND COAT WATERPROOF RESIN ON WALL AND FLOOR.
2. REPLACE GLASS WOOL BOARD INSULATION.
2. REMOVE EXISTING DAY TANK AND PIPING.
3. INSTALL NEW DAY TANK AND PIPING.
1. REMOVE EXISTING CONCRETE SLAB FOR UNDERGROUND STORAGE TANK.
4. CLEAN FUEL SUPPLY AND RETURN PIPING AND UNDERGROUND STORAGE TANK.
5. EXISTING DAY TANK SHALL BE USED FOR TEMPORARY DAY TANK FOR DURING CONSTRUCTION.
THIS PROJECT
1. REMOVE EXISTING LEVEL GAUGE PANELS, LEVEL SENSORS,LEAK ALARM PANEL, LEAK DETECTORS AND CONDUIT WIRING.
3. RESTORE EXCAVATION AREA AS MATCH AS SURROUNDING CONDITION.
E - 02
E - 03
NEW WIRING PLANS
RREMOVAL WIRING PLANS
MODIFICATION AND NEW PANELBOARD DIAGRAM.
REMOVAL AND INSTALLATION PLAN
DETAILS
2. INSTALL LEVEL GAUGE PANEL, LEVEL METER, LEVEL SENSOR AND CONDUIT WIRING.
FINAL DRAWING
O R I G I N A L
CITY BOUNDARY
TO SOUBUDAISHITA STATION
GYOUKOU ROAD
(ZAMA CITY)
(SAGAMIHARA CITY)
GATE-1
TO SOUBUDAIMAE STATION
(ZAMA CITY)
CITY BOUNDARY
(SAGAMIHARA CITY)
GATE-4
GATE-7
1/10,000
N
SCHOOL
SECONDARY
SOUBUDAI
GYMNASIUM
CITIZEN
ZAMA
HOSPITAL
GENERAL
ZAMA
ZAMA PARK
ZAMA SHRINE
PARK
MEMORIAL
MINEYAMA
A -2
-1
J F -9
-9 J
A
B
C
D
5 4 3 12
D A
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N
SHEET of
DIRECTORATE OF PUBLIC
WORKS
UNITED STATES ARMY
GARRISON JAPAN
S
IT
E
P R
O J E
C T N
O
F E
W R N
O
P R
O J E
C T T
IT
L E
D R
A W
IN
G T
IT
L E
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N J
A P
A N
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
E N
G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
D
IR
E C
T O
R
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
B O
B B
Y N
R A
K E
S J R
T H
E A
G E
N C
Y
A P
P R
O V
E D B
Y
R E
C O
M M
E N
D E
D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
P R
O J E
C T M
A N
A G
E D B
Y
S C
A L E
D A
T E
Q U
A Y B J
O N
E S
C H
IE
F E
N G
IN
E E
R
IN
G D
IV
IS
IO
N
M A
S A
A K I
K A
T A
O K
A M
A S
A A
K I
K A
T A
O K
A
M A
S A
A K I
K A
T A
O K
A T
E R
U J I H
IR
A T
A
A S S
H O
W N
O
C T
-N
R E
P A
IR
U
N D
E R
G R
O U
N D S
T O
R A
G E T
A N
K
C A
M P Z
A M
A
C H
IE
F E
N G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H R
O D
N E
Y D P
IC
K E
T T P
E
GRAPHIC SCALE
A01A01
1/100
0 1 2 3 4 5 10
A01 A01
2A
2B
A01 A01
A01A01
SCALE 1/100
1F FLOOR PLAN
A01A01
SCALE 1/30
ENLARGED FLOOR PLAN
1/30
1.5 3.0
1/10
0 0.1 0.2 0.3 0.4 0.5 1.0
A01A01
A01A01
2A
SCALE 1/30
SCALE 1/10
LEGEND NEW WORK:
F1
W1
WALL:
FLOOR:
MISCELLANEOUS:
M1
N
INSULATION WITH GLASS CLOTH COVERING AND FASTENER AND CAP.
REPLACE 50mm THK GLASSWOOL BOARD-TYPE
SCOPE OF WORK
ARCHITECTURAL
CONSTRUCTION AREA
W1
W1
W1
W1
F1
F1
F1
M1 M1
M1
M1
M1
M1
M1
M1
EXISTING SECTION A
A01A01
2B
SCALE 1/30
EXISTING SECTION B
A01A01
3A
SCALE 1/30
MODIFIED SECTION A
A01A01
3B
SCALE 1/30
MODIFIED SECTION B
MODIFIED RISING WALL DETAIL
A01A01
SCALE 1/10
EXISTING RISING WALL DETAIL
A01A01
INSTALL NEW CONCRETE RISING WALL.
3. CLEAN AND POLYUREA RESIN WATERPROOF COATING ON WALL AND FLOOR.
2. REPLACE GLASSWOOL BOARD-TYPE INSULATION.
1. INSTALL NEW CONCRETE RISING WALL.
2.0 mm THK 1 COAT OF POLYUREA RESIN WATERPROOF COATING SPRAY METHOD.
1.0mm THK POLYMER CEMENT MORTAR, 2 COAT OF PRIMER, CLEAN AND APPLY SURFACE PREPARATION 1 COAT OF PRIMER, O
C T
FINAL DRAWING
O R I G I N A L A
B
C
D
5 4 3 12
D A
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N
SHEET of
GARRISON JAPAN
UNITED STATES ARMY
WORKS
DIRECTORATE OF PUBLIC
S
IT
E
P R
O J E
C T N
O
F E
W R N
O
P R
O J E
C T T
IT
L E
D R
A W
IN
G T
IT
L E
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N J
A P
A N
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
E N
G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
D
IR
E C
T O
R
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
B O
B B
Y N
R A
K E
S J R
T H
E A
G E
N C
Y
A P
P R
O V
E D B
Y
R E
C O
M M
E N
D E
D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
P R
O J E
C T M
A N
A G
E D B
Y
S C
A L E
D A
T E
Q U
A Y B J
O N
E S
C H
IE
F E
N G
IN
E E
R
IN
G D
IV
IS
IO
N
R O
D N
E Y D P
IC
K E
T T P
E
C H
IE
F E
N G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H A
S S
H O
W N
T A
K A
S H I
M
IK
I
IC
H
IR
O M
IN
O
W A
T A
K A
S H I
M
IK
I
J F -9
-9 J
A -2
-1
C A
M P Z
A M
A
M A
S A
A K I
K A
T A
O K
A
-N
R E
P A
IR
U
N D
E R
G R
O U
N D S
T O
R A
G E T
A N
K
1 2 3 4
A
B
C
GENERATOR ROOM
C O
R R
ID
O R
INCINERATOR ROOM
BLOWER ROOM
ROOM
STORAGE
AIR DUCT
LABO ROOM
FILTER ROOM
JANITOR
MECH
66002150200031004550440044004350
31550
660024950
31550
5 6 7
GENERATOR ROOM
ROOM
MECH
ROOM
JANITOR
DUCT
DUCT
A
2150 225 5155 1220 225
B
225150 1800 225 1501800
A
225150 1800
A
225 1501800
COMPRESSIVE STRENGTH AT 28 DAYS SLUMP
( mm )
PLACE
STRENGTH AND SLUMP TABLE TO CONCRETE
SD295A
FQ ( N / mm² )
R-BAR TABLE
D-10, D-13
FOUNDATION
CHAMFERED EDGE
D10 - @200 EACH WAY
PRESSING METAL TROWEL AND PAINT FINISH
CHIPPING EXISTING CONCRETE SLAB
CUT AND REMOVIE CONCRETE
4 - D 13
CHEMICAL ANCHOR D10@200
SEALANT
WATERPROOF COATING SPRAY METHOD
2.0 mm THK POLYUREA RESIN
A-01
F F
L O
O R P
L A
N E
N L
A R
G E
D F
L O
O R P
L A
N S
E C
T
IO
N S
D E
T A
IL
S
GRAPHIC SCALE
M-01
E N
G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
EQUIPMENT SCHEDULE
DESCRIPTION QTYITEM No.
1EA
1/100
0 1 2 3 4 5 10
1/50
1.0 2.0 3.0 4.0 5.0
UST UNDERGROUND STORAGE TANK
POC
ABBREVIATION
POINT OF CONNECTION
UG UNDERGROUND
AST
N
EXISTING NEW DESCRIPTION
LEGEND
VENT PIPE
VALVE
V V
DSP
M01M01
SCALE 1/100
REMOVE
R E
M O
V A
L A
N D I
N S
T A
L L
A T
IO
N P
L A
N
LOCATION PLAN IN BLDG 137
M01M01
M01M01
SCALE 1/50 SCALE 1/50
NEW DAY TANK INSTALLATION PLAN
M01M01
M01M01
DAY TANK REMOVAL AND RELOCATION PLAN
FOS FOS
FOR FOR
FUEL OIL SUPPLY PIPE
FUEL OIL RETURN PIPE
DISCONNECTION POINT
ALUMINUM STICK GAGE
ANCHORING PLATES
LADDER
LEVEL GAUGE
FLOAT SWITCH 50A
VENT 32A
FUEL RETURN 15A
FUEL SUPPLY 15A
PIPE CONNECTION :
SIZE 1200D X 1200L X 1300H
CAPACITY 1500 LITTERS
WITH SUPPORT
FACTORY CONSTRUCTED STEEL TANK
DAY TANK:
FINAL DRAWING
O R I G I N A L
A -2
-1
J F -9
-9 J
A
B
C
D
5 4 3 12
D A
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N
SHEET of
DIRECTORATE OF PUBLIC
WORKS
UNITED STATES ARMY
GARRISON JAPAN
S
IT
E
P R
O J E
C T N
O
F E
W R N
O
P R
O J E
C T T
IT
L E
D R
A W
IN
G T
IT
L E
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N J
A P
A N
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
E N
G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
D
IR
E C
T O
R
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
B O
B B
Y N
R A
K E
S J R
T H
E A
G E
N C
Y
A P
P R
O V
E D B
Y
R E
C O
M M
E N
D E
D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
P R
O J E
C T M
A N
A G
E D B
Y
S C
A L E
D A
T E
Q U
A Y B J
O N
E S
C H
IE
F E
N G
IN
E E
R
IN
G D
IV
IS
IO
N
M A
S A
A K I
K A
T A
O K
A M
A S
A A
K I
K A
T A
O K
A
M A
S A
A K I
K A
T A
O K
A T
E R
U J I H
IR
A T
A
A S S
H O
W N
O
C T
-N
R E
P A
IR
U
N D
E R
G R
O U
N D S
T O
R A
G E T
A N
K
C A
M P Z
A M
A
C H
IE
F E
N G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H R
O D
N E
Y D P
IC
K E
T T P
E
BLOWER ROOMINCINERATOR ROOM
FILTER ROOM
CORRIDOR
ROOM
STORAGE
LABORATORY
GENERATOR ROOM
V
O
UP
CUBICLE
ROOM
MACHINE
HOT WATER
O
OR
O
OR
P
PARKING
CONC. ASPHALT
GROUND
GROUND
C O
N C S
ID
E W
A L
K
C O
N C S
ID
E W
A L
K
C O
N C S
ID
E W
A L
K
C O
N C S
ID
E W
A L
K
GROUND
UG UGUG
UG
UG
DOC
EXISTING UST AND UNDERGROUND PIPE SHALL BE ABANDONED.
REPLACE DAY TANK
SEE DETAILS.
SEE DETAILS.
DOC
ROOM
STORAGE
GENERATOR ROOM
ROOM
MACHINE
HOT WATER
UG
REMOVE EXISTING DAY TANK, SUPPORT, PIPING AND PUMPS
REMOVED DAY TANK AND SUPPORT SHALL BE RELOCATED FOR USING TEMPORARY DAY TANK
RELOCATED DAY TANK FOR TEMPORARY USE
RELOCATED DAY TANK PIPING SHALL BE CONNECTED TO GENERATOR.
DIKE SHALL BE PROVIDED.
POC
FOS
FOR
AFTER CONSTRUCTION.
RELOCATED DAY TANK, DIKE AND PIPING SHALL BE REMOVE
G E
N E
R A
T O
R
ROOM
STORAGE
GENERATOR ROOM
ROOM
MACHINE
HOT WATER
UG
INSTALL DAY TANK, SUPPORT AND PIPING
F
O R
F O
15A
G
N E
R A
T O
R
M-02
E N
G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
N
NOT TO SCALE
R E
M O
V A
L A
N D I
N S
T A
L L
A T
IO
N P
L A
N
NOT TO SCALEM02M02
M02M02
PIPING DIAGRAM
M02M02
REMOVAL PLAN
SCALE 1/50
TEMPORARY DAY TANK
EXISTING DAY TANK SHALL BE DISPOSED TO OFF BASE BY THE CONTRACTOR.
PIPING AND DIKE SHALL BE PROVIDED.
USE EXISTING 950 LITTERS DAY TANK FOR DURING CONSTRUCTION
TEMPORARY DAY TANK :
NOT TO SCALEM02M02
NOT TO SCALEM02M02
FLOAT SWITCH
DAY TANK
NOT TO SCALEM02M02
SIGN BOARD DETAIL
FINAL DRAWING
O R I G I N A L
A -2
-1
J F -9
-9 J
A
B
C
D
5 4 3 12
D A
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N
SHEET of
DIRECTORATE OF PUBLIC
WORKS
UNITED STATES ARMY
GARRISON JAPAN
S
IT
E
P R
O J E
C T N
O
F E
W R N
O
P R
O J E
C T T
IT
L E
D R
A W
IN
G T
IT
L E
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N J
A P
A N
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
E N
G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
D
IR
E C
T O
R
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
B O
B B
Y N
R A
K E
S J R
T H
E A
G E
N C
Y
A P
P R
O V
E D B
Y
R E
C O
M M
E N
D E
D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
P R
O J E
C T M
A N
A G
E D B
Y
S C
A L E
D A
T E
Q U
A Y B J
O N
E S
C H
IE
F E
N G
IN
E E
R
IN
G D
IV
IS
IO
N
M A
S A
A K I
K A
T A
O K
A M
A S
A A
K I
K A
T A
O K
A
M A
S A
A K I
K A
T A
O K
A T
E R
U J I H
IR
A T
A
A S S
H O
W N
O
C T
-N
R E
P A
IR
U
N D
E R
G R
O U
N D S
T O
R A
G E T
A N
K
C A
M P Z
A M
A
C H
IE
F E
N G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H R
O D
N E
Y D P
IC
K E
T T P
E
FILL PORT
GROUNDING TERMINAL
SIGN BOARD
BACK FILL AND SODDING
REMOVE SURFACE CONCRETE FOUNDATION ( APPROX 300MM)
RINSE WATER SHALL BE TREATED AND DISPOSED OF BASE
INSIDE TANK SHALL BE FILLED WITH 1:0 COMPOSITION AIR MORTAR
CLEAN UNDERGROUND FUEL SUPPLY AND RETURN PIPE
CLEAN INSIDE OF TANK ( TRIPLE RINSE)
FITTINGS AT MANHOLE AND ACCESSORY
REMOVE OVERFILL PREVENTER, MANHOLE COVER PLATES
SLUDGE CONTAMINATED FUEL SHALL BE DISPOSED OFF BASE
AND TRANSFER TO OTHER TANK
REMOVE EXISTING FUEL UNTIL 150MM FROM BOTTOM
EXISTING UST SHALL BE ABANDON
ABANDONMENT OF UST
MANHOLE
OVER FILL PREVENTER
FITTINGS
FITTINGS
SIGN BOARD
GL
ROAD
FILL PORT
UST CAPACITY 3000L
REMOVE HATCHING AREA
REMOVE HATCHING AREA
ROAD
32A
V
DAY T
ANK
20A
20A
EXIS
TIN
G G
ENER
AT
OR
FS FR
POC
V
FJ
FJ
NEW DIKE
FILL PORT 50A
VENT 32AFLOAT SWITCH 50A
LADDAER
FUEL RETURN 15A
DAY TANK
600MM DIA
DAY TANK
L-65X65X6T
TANK SUPPORT
LADDAER
FILL PORT 50A
LEVEL GAGE
NEW DIKE
LEVEL GAGE
FUEL SUPPLY 15A
STELL PLATE 6MM T ANCHOOR BOLT M-12
600 MM DIA
MANHOLE
PLAN
FRONT ELEVATION SIDE ELEVATION
FLFL
WITH CAP
32A
V
20A
20A
EXIS
TIN
G G
ENER
AT
OR
FS
FR
POC
FJ
FJ
MOVE
D E
XIS
TIN
G D
AY T
ANK
DIK
E
V
50A
FLANGE
FLOAT SWITCH
DAY TANK
GAGE 1
L
LO
H
L
LO
H
FLOAT SWITCH
BY THE CONTRACTOR
NOTE: FLOAT SWITCH SHALL BE SET AND ADJUSTED
LOW ALARM
LEVEL
HIGH ALARM
NO FLAMMABLE OR
IGNITION SOURCES WITHIN
50 FEET OR 16 METERS
DANGER
50 ??????16??????????
NOTE: XXXX SHALL BE DETERMINED BY GOVERNMENT
WHITE PAINTED ALUMINUM BOARD
BLACK LETTER
WHITE PAINTED ALUMINUM BOARD
RED LETTER
CONTENT:
263-XXXX
???: XXXXX
P.O.C : XXXX TEL No
FAC No
???? : 396 ???
MAX STORAGE CAP: 396 GAL
FJ-1
NOTE
SCOPE OF WORK
ABBREVIATION
LEGEND
EXST NEW
GROUNDING
< EQUIPMENT >
< PANELBOARD >
POWER PANEL
LEVEL GAUGE PANELLEV
G
LEAK ALARM PANEL
LEAK DETECTOR
LAP
LD
EARTH TERMINAL FOR TANK TRUCK
LS LS LEVEL SENSOR, EXPLOSION-PROOF TYPE
LEV
EXPOSED CONDUIT WIRING
UNDERGROUND CONDUIT WIRING
< REMOVAL AREA >
< WIRING >
SEALING FITTING
P
MECH
Hz
GTB
GL
G
EXST
ELEC
EA
BLDG
AC
MECHANICAL
HERTZ
GROUND TERMINAL BAR
GROUND LEVEL
GROUND
EXISTING
ELECTRICAL
EACH
BUILDING
ALTERNATING CURRENT
WP
W/
W
V
UG
TYP
sq
POD
POC
PH
WEATHERPROOF
WITH
WIRE
VOLTAGE
UNDERGROUND
TYPICAL
SQUARE MILLIMETER
POINT OF DISCONNECTION
POINT OF CONNECTION
PHASE
E01E01
E-01
R E
M O
V A
L W
IR
IN
G P
L A
N S
SCALE 1/50
1/50
1.0 2.0 3.0 4.0 5.0
GRAPHIC SCALE
REMOVAL WIRING PLAN FOR 1ST FLOOR
E01E01 SCALE 1/50
REMOVAL WIRING PLAN FOR 2ND FLOOR2
N
N
P
METAL PULL BOX, WEATHERPROOFP
METAL PULL BOX
WP
CONCEALED CONDUIT WIRING
3.
2.
1.
3C-1.25sq "CVVS" (22)
2-2.0 "HIV", G-2.0 "IV" (19)
7.
6.
5.
4.
3.
2.
1.
NEW ACCESS HATCHES ON EXISTING CEILING SHALL BE INSTALLED AT ADMIN ROOM.
EXISTING CONDUIT PIPES IN THE CONCRETE SLUB SHALL BE ABANDONED.
EXISTING CORROSION PROTECTION ANODE SYSTEM SHALL BE ABANDONED.
UNLESS OTHERWISE INDICATED, NEW CONDUIT WIRING SHALL BE AS FOLLOW;
SHALL BE PAINTED.
ALL NEW EXPOSED SURFACE OF STEEL METALS EXCEPT STAINLESS AND GALVANIZED STEEL
SYSTEM.
ALL NEW STEEL MATERIALS AND STRUCTURES SHALL BE CONNECTED TO EXISTING GROUNDING
DIVISION 1 & 2.
THE REQUIREMENT FOR HAZARDOUS LOCATION OF NFPA 70 (NEC), CLASS 1, GROUP D,
NEW FUEL TANK AND LEVEL GAUGE SYSTEM SHALL BE INSTALLED ACCORDANCE WITH
RESTORE EXCAVATION AREA AS MATCH AS SURROUNDING CONDITION.
INSTALL NEW LEVEL GAUGE PANEL, LEVEL METER, LEVEL SENSOR AND CONDUIT WIRING.
AND CONDUIT WIRING.
REMOVE EXISTING LEVEL GAUGE PANEL, LEVEL SENSORS, LEAK ALARM PANEL, LEAK DETECTORS
FINAL DRAWING
O R I G I N A L
A -2
-1
J F -9
-9 J
C A
M P Z
A M
A
A
B
C
D
5 4 3 12
D A
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N
SHEET of
GARRISON JAPAN
UNITED STATES ARMY
WORKS
DIRECTORATE OF PUBLIC
S
IT
E
P R
O J E
C T N
O
F E
W R N
O
P R
O J E
C T T
IT
L E
D R
A W
IN
G T
IT
L E
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N J
A P
A N
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
E N
G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
A C
T
IN
G C
H
IE
F E
N G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
IC
H
IR
O M
IN
O
W A
D
IR
E C
T O
R
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
B O
B B
Y N
R A
K E
S J R
T H
E A
G E
N C
Y
A P
P R
O V
E D B
Y
R E
C O
M M
E N
D E
D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
P R
O J E
C T M
A N
A G
E D B
Y
S C
A L E
D A
T E
Q U
A Y B J
O N
E S
C H
IE
F E
N G
IN
E E
R
IN
G D
IV
IS
IO
N
-N
R E
P A
IR
U
N D
E R
G R
O U
N D S
T O
R A
G E T
A N
K
T O
S H
IY
U K I S
U Z
U K I
T O
S H
IY
U K I S
U Z
U K I
M A
S A
A K I
K A
T A
O K
A
A S S
H O
W N
H
ID
E K I
K O
M A
T S
U
O
C T
GENERATOR ROOM
UP P
P
LS
LD
LD
LD
LD
LS
PPP
P
L E
V
P
DAY TANK
EXST FUEL OIL
FOR FUEL OIL DAY TANK
EXST FLOTE SWITCH CONTROL BOX
FOR UST
EXST LEVEL GAUGE PANEL
SOD AREA
SOD AREA
SOD AREA
PAVEMENT
ASPHALT
G
(TYP)
EXST 3C-3.5sq "CV", G-3.5sq "IV" (31), NO.2 OIL PUMP
EXST NO.1 AND
EXST "GENERATOR CONTROL PANEL", SEE
E01E03
(TYP)
EXST PULL BOX REMAIN
ADMIN ROOM
UP
L A
P
EXST "M-10"
P
POD
E-02
E02E02 SCALE 1/50
E02E02 SCALE 1/50
1/50
1.0 2.0 3.0 4.0 5.0
GRAPHIC SCALE
NEW WIRING PLAN FOR 1ST FLOOR
NEW WIRING PLAN FOR 2ND FLOOR
N E
W W
IR
IN
G P
L A
N S
N
N
NOT TO SCALE
E02E02
V A
R
IO
U S
TOP SOIL
SODDING
EXST
SUBGRADE
COMPACTED
BACKFILL MATERIAL
COMPACTED SUITABLE
NEW SOILD SODDING
TYPICAL DETAIL FOR EXCAVATION AND RESTORATION
APPROX 350
FINAL DRAWING
O R I G I N A L
A -2
-1
J F -9
-9 J
C A
M P Z
A M
A
A
B
C
D
5 4 3 12
D A
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N
SHEET of
GARRISON JAPAN
UNITED STATES ARMY
WORKS
DIRECTORATE OF PUBLIC
S
IT
E
P R
O J E
C T N
O
F E
W R N
O
P R
O J E
C T T
IT
L E
D R
A W
IN
G T
IT
L E
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N J
A P
A N
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
E N
G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
A C
T
IN
G C
H
IE
F E
N G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
IC
H
IR
O M
IN
O
W A
D
IR
E C
T O
R
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
B O
B B
Y N
R A
K E
S J R
T H
E A
G E
N C
Y
A P
P R
O V
E D B
Y
R E
C O
M M
E N
D E
D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
P R
O J E
C T M
A N
A G
E D B
Y
S C
A L E
D A
T E
Q U
A Y B J
O N
E S
C H
IE
F E
N G
IN
E E
R
IN
G D
IV
IS
IO
N
-N
R E
P A
IR
U
N D
E R
G R
O U
N D S
T O
R A
G E T
A N
K
T O
S H
IY
U K I S
U Z
U K I
T O
S H
IY
U K I S
U Z
U K I
M A
S A
A K I
K A
T A
O K
A
A S S
H O
W N
H
ID
E K I
K O
M A
T S
U
O
C T
GENERATOR ROOM
UP
LS
PP
DAY TANK
NEW FUEL OIL
SOD AREA
SOD AREA
SOD AREA
PAVEMENT
ASPHALT
G
FOR REMOVAL CONDUIT
REPAIR HOLES OF WALL
FOR REMOVAL BOXES AND CONDUIT
REPAIR HOLES OF WALL AND FLOOR
P
P
E02E03
EXST "GENERATOR CONTROL PANEL", SEE
3C-1.25sq "CVVS" (22)
2C-1.25sq "CVVS" (22)
4C-1.25sq "CVV" (22)
P
3C-1.25sq "CVVS" (25)
2C-1.25sq "CVVS" (25)
4C-1.25sq "CVV" (25) L E
V
LEVEL METER, SEE
E02E03
4C-1.25sq "CVV" (22)
2C-1.25sq "CVVS" (22)
ADMIN ROOM
UP
POC
L E
V
SEE
LEVEL GAUGE PANEL
E02E03
INSTALL MCCB 2P-20AT (208V)
EXST "M-10",
3C-1.25sq "CVVS" (25)
2C-1.25sq "CVVS" (25)
4C-1.25sq "CVV" (25)
E-03
E01E03
NOT TO SCALE
M
GTB
M
A
POD
225AT
3P-225AF
"MCB 1",
U,V,WL1 U,V,WL2
P A
N E
L
B L
O W
E R C
O N
T R
L
X
S T A
E R
A T
IO
N
50AT,
3P-50AF
"MCB 3"
L
IG
H T
IN
G P
A N
E L
E X
T
W E
R P
A N
E L
E X
T
U,V,WL3
V 0~300V
0~600A
R,S,TC
3PH-3W, 208V, 50Hz
FROM EXST MAIN PANEL
R,S,TG
3PH-3W, 208V, 50Hz
FROM EXST GENERATOR
R,TC11 R,TG11
2P-10AT 2P-10AT
3P-3AT
DTMC, 3P-600A
30AT,
3P-50AF
"MCB-FM"
350AT,
3P-400AF
"MCB 2"
600AT,
3P-600AF
"MCB 0"
88FM
51FM
04T1
04R1
2P-3AT
F A
N
G E
N R
O O
M
E X
S T V
E N
T
IL
A T
IO
N
U,V,WFM
15AT,
3P-50AF
"MCB-RU"
88RU
51RU
05T1
05R1
2P-3AT
U,V,WRU
U N
IT
F
A N
E X
S T R
A D
IA
T
R
06T1
06R1
2P-3AT
U,V,WOP1
15AT,
3P-50AF
"MCB-OP1"
88OP1
51OP1
E X
S T N
O .1 O
IL
P
U M
P
07T1
07R1
2P-3AT
U,V,WOP2
15AT,
3P-50AF
"MCB-OP2"
88OP2
51OP2
E X
S T N
O .2 O
IL
P
U M
P
05Z2
05Z1
06Z2
06Z1
07Z2
07Z1
A C
V
06R1
06T1
OP1
ELR
06Z2
06Z1
AUTO
OFF
MANU
51OP1
88OP1 88OP1X
33Q
RL
88OP1
GL OL
51OP1
51OP1X
ELR-OP1
51OP1X
NO.1 OIL PUMP
POD
A C
V
07R1
07T1
OP2
ELR
07Z2
07Z1
AUTO
OFF
MANU
51OP2
88OP2 88OP2X
33Q
RL
88OP2
GL OL
51OP2
51OP2X
ELR-OP2
51OP2X
NO.2 OIL PUMP
EXST "GENERATOR CONTROL PANEL"
E02
EXST FUEL OIL DAY TANK
EXST 3C-3.5sq "CV", G-3.5sq "IV" (31)
LEVEL SENSORAC 208V
15AT,
3P-50AF
GTB
SHAPE :
PANELBOARD SPECIFICATION :
EQUIPMENT :
INSIDE
R SG
LEVEL METER
EXPLOSION-PROOF
LEVEL GAUGE PANEL
"LEVEL GAUGE PANEL"
GT
WL
1PH-2W, 208V, 50Hz
2P-30AF/5AT,
MCCB
200V
BZ 28X
STOP
BUZZER28X
NP1
NP2
NP1 :
NP2 : "BUZZER STOP"
WL PB
NOT TO SCALEE03
2 NEW PANELBOARD DIAGRAM FOR "LEVEL GAUGE PANEL"
E02
LOW
LL
LL
LL
STAINLESS MADE FLUSH STYLE LATCH AND KEY LOCK.
EXPOSED TYPE (WALL MOUNTED),
SHEET STEEL ENCLOSURE WITH TEMPERED GLASS WINDOW,
BUZZER AND BUZZER STOP PUSH BUTTON,
LEVEL METER, MODEL "DL-43" (KOHGIKEN CORP.) OR APPROVED EQUAL,
FROM EXST "M-10"
EXST FLOTE SWITCH CONTROL BOX FOR FUEL OIL DAY TANK
(SAFETY ELCON)
P P
2-2.0 "HIV", G-2.0 "IV" (19)
3C-1.25sq "CVVS" (22)
M O
D
IF
IC
A T
IO
N A
N D N
E W P
A N
E L
B O
A R
D D
IA
G R
A M
S
MODIFICATION PANELBOARD DIAGRAM FOR "GENERATOR CONTROL PANEL"
LEVEL SENSOR
EXPLOSION-PROOF
NEW FUEL OIL DAY TANK
2C-1.25sq "CVVS" (22)
4C-1.25sq "CVV" (22)
NOT TO SCALEE03
E02
NEW WIRING DIAGRAM
MODEL "DL-31" (KOHGIKEN CORP.) OR APPROVED EQUAL
LEVEL METER W/ HIGH LEVEL ALARM BUZZER,
GENERATOR ROOMADMIN ROOM
HAZARDOUS AREA DETERMINED BY THE NFPA 70.
NEW LEVEL METER AND RELATED CONDUIT WIRING SHALL BE INSTALLED AT OUTSIDE OF
NOTE;
FINAL DRAWING
O R I G I N A L
A -2
-1
J F -9
-9 J
C A
M P Z
A M
A
A
B
C
D
5 4 3 12
D A
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N
SHEET of
GARRISON JAPAN
UNITED STATES ARMY
WORKS
DIRECTORATE OF PUBLIC
S
IT
E
P R
O J E
C T N
O
F E
W R N
O
P R
O J E
C T T
IT
L E
D R
A W
IN
G T
IT
L E
U N
IT
E D S
T A
T E
S A
R M
Y G
A R
R
IS
O N J
A P
A N
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
E N
G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
A C
T
IN
G C
H
IE
F E
N G
IN
E E
R S
E R
V
IC
E S B
R A
N C
H
IC
H
IR
O M
IN
O
W A
D
IR
E C
T O
R
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
B O
B B
Y N
R A
K E
S J R
T H
E A
G E
N C
Y
A P
P R
O V
E D B
Y
R E
C O
M M
E N
D E
D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
P R
O J E
C T M
A N
A G
E D B
Y
S C
A L E
D A
T E
Q U
A Y B J
O N
E S
C H
IE
F E
N G
IN
E E
R
IN
G D
IV
IS
IO
N
-N
R E
P A
IR
U
N D
E R
G R
O U
N D S
T O
R A
G E T
A N
K
T O
S H
IY
U K I S
U Z
U K I
T O
S H
IY
U K I S
U Z
U K I
M A
S A
A K I
K A
T A
O K
A
A S S
H O
W N
H
ID
E K I
K O
M A
T S
U
O
C T
| 203106T01 |
| References |
| 20106T01-2.dgn, Model |
| 20106Frame.dgn, Model |
| 20106A01.pdf |
| 20106A01 |
| References |
| 20106AFrame.dgn, Model |
| 20106A01-1(FLOOR).dgn, Model |
| 20106A01-2(ENLAGE).dgn, Model |
| 20106A01-3(Detail).dgn, Model |
| 20106E01.pdf |
| 20106E01 |
| References |
| 20106e frame.dgn, Model |
| 20106e01-1.dgn, Model |
| Ref, 20106e01-1.dgn, Model |
| 20106E02.pdf |
| 20106E02 |
| References |
| 20106e frame.dgn, Model |
| 20106e01-1.dgn, Model |
| Ref, 20106e01-1.dgn, Model |
| 20106E03.pdf |
| 20106E03 |
| References |
| 20106e frame.dgn, Model |
| 20106M01.pdf |
| 20106M01 |
| References |
| 20106Frame.dgn, Model |
| 20106M01(LOCATION).dgn, Model |
| 20106M01( REMOVAL DAY ATNK).dgn, Model |
| 20106M01 (NEW DAY ATNK).dgn, Model |
| 20106M02.pdf |
| 20106M02 |
| References |
| 20106Frame.dgn, Model |
| 20106M01(TANK).dgn, Model |
| 20106M02(PIPINGDIAGRAM).dgn, Model |
| 20106M02(DAYTANK).dgn, Model |
| 20106M02(TEMP PIPINGDIAGRAM).dgn, Model |
| 20106M02(FLOAT SW).dgn, Model |
| 20106M02(SIGN_BOARD).dgn, Model |
| 2020-01-13T10:34:13+0900 | |
| KATAOKA.MASAAKI.1273992959 |
File details come from the government source that posted it. Updated .