2b Draw A-20-106(Final).pdf

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Repair Underground Storage Tank at CZ and SGD
Solicitation number
FA520920B0003
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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

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D E

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SHEET of

DIRECTORATE OF PUBLIC

WORKS

UNITED STATES ARMY

GARRISON JAPAN

S

IT

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A K I

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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

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D

5 4 3 12

D A

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P R

M A

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D E

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IP

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SHEET of

GARRISON JAPAN

UNITED STATES ARMY

WORKS

DIRECTORATE OF PUBLIC

S

IT

E

P R

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D E

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C H

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F E

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E E

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R A

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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

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P A

IR

U

N D

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T O

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G E T

A N

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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

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GRAPHIC SCALE

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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

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L E

D R

A W

IN

G T

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L E

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E D S

T A

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A R

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O N J

A P

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E C

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E E

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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

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Q U

A Y B J

O N

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C H

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F E

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E E

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IN

G D

IV

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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

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E R

V

IC

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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

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D E

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IP

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SHEET of

DIRECTORATE OF PUBLIC

WORKS

UNITED STATES ARMY

GARRISON JAPAN

S

IT

E

P R

O J E

C T N

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F E

W R N

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P R

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E E

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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

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P A

IR

U

N D

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G R

O U

N D S

T O

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G E T

A N

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C A

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A M

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C H

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F E

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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 .