5_CTF123_Draft_DWGS-RCB.pdf

PDF 5 MB Posted Nov 7, 2023

Attached to: FY24 DLA DWCF Various Repairs on Chimuwan Tank Farms #1, 2, 3, Okinawa
Solicitation number: W912HV-24-Z-0002
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 21, 2023

This solicitation package includes drawings and specifications for repairs and upgrades to facilities at Chimuwan Tank Farms 1, 2, and 3 in Okinawa, Japan. The work consists of repairs to pump houses, valve boxes, tank vaults, above ground storage tanks, pipelines, equipment, and construction of new remote containment structures at Tank Farm 3. Drawings show new construction and repairs for civil, structural, architectural, mechanical and electrical work. The solicitation is scheduled for release in January 2024 with an award date of April 2024. The contract will have a one year period of performance.

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Other files

File	Type	Posted
1_CTF123_Draft_SPECS.pdf	PDF	Nov 7, 2023
2_CTF123_Draft_DWGS-CTF-1.pdf	PDF	Nov 7, 2023
6_W912HV-24-Z-0002_Market Survey Questions.docx	DOCX document	Nov 7, 2023
3_CTF123_Draft_DWGS-CTF-2.pdf	PDF	Nov 7, 2023
4_CTF123_Draft_DWGS-CTF-3.pdf	PDF	Nov 7, 2023

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5 4 3 2 1

US Army Corps of Engineers

Japan District

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SOLICITATION NO:

CONTRACT NO:

ISSUE DATE:

VOLUME:

SOLICITATION NO

CONTRACT NO

VOLUME 1 OF 1

:4 :0

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.D W

CHIMUWAN TANK FARMS 1, 2, & 3, OKINAWA, JAPAN

P2 #502615 FY23 DLA DWCF

TRUCK FILL STANDS REMOTE CONTAINMENT BASINS ON

CHIMUWAN TANK FARM 3

20 APRIL 2023

US Army Corps of Engineers ®

JAPAN ENGINEERING DISTRICT

G70-GUSHIKEN A-E JV

111 S. KING ST., SUITE 170

HONOLULU, HI 96813

ARCHITECTURE

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

CHARLES KANESHIRO, AIA

CIVIL ENGINEERING

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

SATOSHI MIYARA, P.E.

STRUCTURAL ENGINEERING

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

BRIAN MURDOCK, P.E.

DRAFT

US Army Corps of Engineers

Japan District

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GENERAL (G)

SHEET NO SHEET TITLE REV STATUS

G-001 TITLE SHEET

G-002 INDEX OF DRAWINGS

G-003 CHIMUWAN TANK FARM REGIONAL SITE PLAN

STRUCTURAL (S)

SHEET NO SHEET TITLE REV STATUS

S-001 GENERAL NOTES

S-100 STRUCTURAL SITE PLAN

S-101 FOUNDATION AND TOP SLAB FRAMING PLAN

S-501 SECTIONS AND DETAILS

CIVIL (C)

SHEET NO SHEET TITLE REV STATUS

C-001 GENERAL NOTES, ABBREVIATION AND LEGEND

CD101 OH302, OH303 AND OH304 - REPAIRS AND UPGRADES

C-101 OH302, OH303 AND OH304 - REPAIRS AND UPGRADES

C-201 DRAINAGE LINE PROFILES

C-501 OH302, OH303 AND OH304 - REPAIRS AND UPGRADES

C-502 OH302, OH303 AND OH304 - REPAIRS AND UPGRADES

ARCHITECTURAL (A)

SHEET NO SHEET TITLE REV STATUS

AG-001 GENERAL NOTES, ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

AS101 PARTIAL SITE PLAN

A-101 TYPICAL REMOTE CONTAINMENT BASIN PLANS AND BUILDING SECTION

A-501 MISCELLANEOUS DETAILSDRAFT

EXST CONCRETE

RAMP

PAVED

PARK

AVED

CONCCONC

S20

S15

S16

ING

U N P A

P A R K

U N P A

P A R K

OEPC SUB

STATION

VB#8

CONC OPEN STORAGE

YARD

AS101

CHIMUWAN TANK FARM #1

CHIMUWAN TANK FARM #3

CHIMUWAN TANK FARM #2

HOKKAIDO

HONSHU

IWO JIMA

SHIKOKU

CHIMUWAN TANK FARMS

OKINAWA

KYUSHU

NORTH

5 4 3 2 1

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1 : 5000A1

CHIMUWAN TANK FARM REGIONAL SITE PLAN

VICINITY MAP

0 250 500 m

SCALE: 1:5000

GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITY LINES

WITH BASE UTILITY OFFICE THROUGH THE CONTRACTING OFFICER BEFORE

ANY EXCAVATION WORK IS STANDARD.

2. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING EXCAVATION

WORK. ANY UTILITY DAMAGE TO KNOWN UTILITY RESULTING FROM THE

CONTRACTOR'S EXCAVATION GOVERNMENT.

3. DEMOLITION AND REMOVAL WORKS SHALL COMPLY WITH LOCAL HAULING,

DISPOSAL AND SAFETY REGULATIONS.

4. PROTECT EXISTING WORKS TO REMAIN IN PLACE. EXISTING CONDITIONS THAT

ARE DAMAGED AND ARE NOT INCIDENTAL TO THE WORKS REQUIRED IN THIS

PROJECT SHALL BE RESTORED TO ORIGINAL CONDITION WITHOUT

ADDITIONAL COAST TO THE GOVERNMENT.

5. TOPOGRAPHIC SURVEY WAS PERFORMED BY GUSHIKEN-G70 JV FROM

SEPTEMBER-NOVEMBER JULY 2022.

6. EXISTING SURFACE CONDITIONS, INCLUDING BUT NOT LIMITED TO PAVEMENT,

SIDEWALKS AND EXISTING UTILITIES WHICH MAY OR MAY NOT BE SHOWN ON

DRAWINGS, THAT ARE DISTURBED BY CONTRACTOR'S OPERATIONS, SHALL BE

RESTORED TO A CONDITION SATISFACTORY TO THE CONTRACTING OFFICER

AND SHALL MATCH EXISTING ADJACENT SURFACES.

7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE PLANS

PRIOR TO START OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER.

8. IN THE EVENT THAT ANY CHANGES IN ALIGNMENT OR GRADE ARE REQUIRED

DUE TO UNFORESEEN CONFLICT WITH OTHER UNDERGROUND UTILITIES, THE

CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER OF SUCH

CONFLICT. NO CHANGES IN ALIGNMENT OR GRADE SHALL BE MADE WITHOUT

THE APPROVAL OF THE CONTRACTING OFFICER IF NOT SHOWN ON PLANS.

9. ALL GASKETS, THERMAL SYSTEM INSULATION, CAULKING (TO INCLUDE

CONCRETE/ASPHALT JOINT SEALANTS), PENETRATION SEALANTS, MASTICS,

CONCRETE SKIM COATS, WALL PLASTER, WATERPROOFING/ROOFING

MEMBRANES, OR OTHER SUSPECT MATERIALS, SHALL BE ASSUMED TO

CONTAIN >0.1% ASBESTOS. CONTRACTOR SHALL FOLLOW THE

REQUIREMENTS OF SPECIFICATION SECTION 02 8300 FOR REMOVAL,

HANDLING, AND DISPOSAL.

10. UNLESS SAMPLED AND TESTED, ALL PAINTS AND COATINGS FOUND ON SITE

ARE ASSUMED TO CONTAIN LEAD, CADMIUM, AND CHROMIUM. CONTRACTOR

SHALL FOLLOW THE REQUIREMENTS OF SPECIFICATION SECTION 02 83 00 TO

ENSURE WORKER SAFETY FOR ACTIVITIES THAT MAY EXPOSE WORKERS TO

DUST CONTAINING LEAD, CADMIUM, AND CHROMIUM.

N O

S, A

O N

A N

D L

C-001

2ND

ARCH

CIP

CONC

dia, Ø, DIA

DIP

DMH

DWG

ELEC

EMH

EXIST

JIS

L m

MAX

MIN

NO, #

POC

PVC

RCP

SMH

THK

TYP

VERT

W W/

AND

DEGREES

PERCENT

SECOND

ASPHALT CONCRETE

ARCHITECTURAL

CAST IRON PIPE

CONCRETE

CONCRETE PIPE

DIAMETER

DUCTILE IRON PIPE

DRAINAGE MANHOLE

DRAWING

ELEVATION

ELECTRICAL

ELECTRICAL MANHOLE

EXISTING

FIRE HYDRANT

GRADE LINE, GROUND LEVEL

HIGH, HEIGHT

JAPANESE INDUSTRIAL STANDARDS

LENGTH

METER

MAXIMUM

MINIMUM

MILLIMETER

NORTH

NEWTON PER SQUARE MILLIMETER

NUMBER

ON CENTER

POINT OF CONNECTION

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

SEWER MANHOLE

TELEPHONE LINE

THICK

TYPICAL

VERTICAL

WIDTH, WATER

WITH

N/mm2

ABBREVIATION:

CONCRETE SIDEWALK

BLDG/STRUCTURE

AC PAVEMENT

BLDG

SODDING AREA

CONCRETE CURB

& GUTTER

165CONTOUR LINE

LIGHTING POLE

FENCE & GATE

GUARDRAIL

PAVEMENT MARKING

SPOT ELEVATION 165.00

CATCH BASIN

DRAINAGE MANHOLE

DMH

GUTTER INLET

GATE VALVE & FIRE

HYDRANT

CONC U-DITCH W/ GRATING

DRAINAGE LINE

EMH

TMH

ELECTRICAL MANHOLE/LINE

TELEPHONE MANHOLE/LINE

WATER LINE

TMH

FIRE WATER LINE

EXST DESCRIPTION NEW

SDx

HOR HORIZONTAL

TMH TELEPHONE MANHOLE

LEGEND:

TREE

STONE FLAGGED DITCH

SEWER LINE SSx

SEWER MANHOLE

SMH

DMH

5 4 3 2 1

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OH302

SH-C3

CONTROL

EMH

PIV

MPO

RAR

GAT

SDxSDxSDx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

WxWxWxWxWxWxWxWx

W x

WxWxWx

E E

E E E E E

E E

EEEE

OH303

AIR VALVE

EMH

PIV

SDx SDx SDx SDx

SDx SDx SDx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

W x

WxWxWxWxWxWxWxWx

Wx Wx

E E

EEE

EBOX

OH304

EMH

PIV

SDx

SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx

SDx

Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx

Wx Wx Wx

W x

WxWx

E E E E E E E E E E E E E E E E

E E

OH302

SH-C3

OH303

OH304

FH306

303305

FHWV

AIR VALVE

COCO

PIV

PIVPIV

MPO

RAR

GAT

CONTR

OL AS LP

ASAS

DMH

ASASAS

O H

2, O H

O H

- R

D U

CD101

GRAPHIC SCALE

NOT TO SCALE

KEY PLANA2

1 : 200

REMOVAL PLAN (RCB-1)C5 1 : 200

REMOVAL PLAN (RCB-2)C2

1 : 200

REMOVAL PLAN (RCB-3)A5

1 REMOVE AND DISPOSE

EXIST AC PAVEMENT

1 REMOVE AND DISPOSE

EXIST AC PAVEMENT

3 REMOVE AND DISPOSE

EXIST SODDING

2 REMOVE AND DISPOSE

GRAVEL PAVEMENT

3 REMOVE AND DISPOSE

EXIST SODDING

4 REMOVE AND DISPOSE

PORTION OF EXIST U-DITCH

5 REMOVE AND DISPOSE

PORTION OF EXIST Ø200 CP

6 REMOVE AND DISPOSE

PORTION OF EXIST Ø20 PVC

REMOTE CONTAINMENT

BASIN 1 (RCB-1)

REMOTE CONTAINMENT

BASIN 2 (RCB-2)

REMOTE CONTAINMENT

BASIN 3 (RCB-3)

105310 20m 1 : 200

5 4 3 2 1

US Army Corps of Engineers Japan District

SHEET ID

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7 REMOVE AND DISPOSE

EXIST CONC PAVEMENT

SH-C3 302

CONTROL

EMH

PIV

27.975

28.101

28.216

28.093

27.947

27.787

IN25.89

200CP

SDxSDxSDx

200CP

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

E E

E E E E E

E E

E E E

28 28

OUT26.55

IN26.34 OUT26.22

OH302

AIR VALVE

EMH

PIV

26.341

26.524

26.715

26.628

26.404

26.477

27.786

26.293

26.398

26.750 26.721

26.415

26.589

26.697

200CP

SDx SDx SDx SDx

SDx SDx SDx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

W x

Wx Wx Wx Wx Wx Wx Wx x Wx

Wx Wx

E E

IN25.59

EEE

27 27

EBOX

OUT25.07

200CP

IN25.11

IN25.15

25.345

OH303

EMH

PIV

25.919

26.127

26.548 26.034

26.023

25.929

26.169

26.046 26.247

26.238

250DIP

SDx

SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx

SDx

200CP IN24.50

IN24.51

Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx

Wx Wx Wx

W x

WxWx

E E E E E E E E E E E E E E E E

E E

27 27

OUT24.76

OUT24.45

IN24.05

OUT25.10

BOX H230 W230

IN25.39

WATER FAUCET

PUMP ROOM

25 24

25.292 24.501

OH304

SH-C3 302

FH306

303305

FHWV

AIR VALVE

PIV

PIVPIV

WATER FAUCET

DMH

OH302 OH303 OH304

O H

2, O H

O H

- R

D U

C-101

1 : 200

SITE AND UTILITIES PLAN (RCB-1)C5 1 : 200

SITE AND UTILITIES PLAN (RCB-2)C2

1 : 200

SITE AND UTILITIES PLAN (RCB-3)A5

1 AC PAVEMENT

5 GUARD POST, 3EA

2 GRAVEL PAVEMENT

4 ECCENTRIC PLUG VALVE

3 CONCRETE PAVEMENT

5 GUARD POST, 2EA

5 GUARD POST, 3EA

5 GUARD POST, 2EA

4 ECCENTRIC PLUG VALVE

7 DRAINAGE MANHOLE

6 EXTEND CONC CURB

6 EXTEND

CONC CURB

6 EXTEND CONC CURB

8 Ø200 DIP

9 REROUTE Ø20 PVC

10 CONC U-DITCH

8 Ø200 DIP

DRAINAGE LINE

8 Ø200 DIP

DRAINAGE LINE

8 Ø200 DIP

DRAINAGE LINE

NOT TO SCALE

KEY PLANA2

REMOTE CONTAINMENT

BASIN 1 (RCB-1)

REMOTE CONTAINMENT

BASIN 2 (RCB-2)

REMOTE CONTAINMENT

BASIN 3 (RCB-3)

GRAPHIC SCALE

105310 20m 1 : 200

REMOTE CONTAINMENT

BASIN 1 (RCB-1),

SEE A-101 DWG

REMOTE CONTAINMENT

BASIN 2 (RCB-2),

SEE A-101 DWG

REMOTE CONTAINMENT

BASIN 3 (RCB-3),

SEE A-101 DWG

IN 25.67

IN 24.45

IN 24.52

X=43885.431 Y=35083.728

X=43965.620 Y=35041.963

X=43812.939 Y=35130.677

X=43973.176 Y=35032.990

X=43971.325 Y=35030.629

X=43895.315 Y=35097.688

X=43892.315 Y=35097.688

X=43975.537 Y=35031.138

X=43973.686 Y=35028.778

X=43895.315 Y=35094.688

X=43892.315 Y=35094.688

X=43820.462 Y=35158.136

X=43818.116 Y=35160.006

X=43816.246 Y=35157.661

X=43818.591 Y=35155.790

5 4 3 2 1

US Army Corps of Engineers Japan District

SHEET ID

U .S

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M Y

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C5 C-201

C4 C-201

C2 C-201

C3 C-501

D5 C-501

A3 C-501

A2 C-501

A5 C-501

A3 C-502

B3 C-502

A2 C-502

X=43893.456 Y=35081.453

X=43968.850 Y=35025.101

X=43819.691 Y=35159.575

Ø200-90° DIP BEND

Ø200-45° DIP

BEND

4 ECCENTRIC PLUG VALVE

Ø200-90° DIP BEND

X=43898.861 Y=35077.212

Ø200-90° DIP BEND

16140 U

3-460-01

. 12.25m

(50FT)

26660

UFC 3-460-01

MIN. 12.25m (50FT)DRAFT

ELEVATION

(METERS)

GROUND

ELEVATION

INVERT

(PIPE BOTTOM)

ELEVATION

DISTANCE

STATION

NO.

28.00

24.00

22.00

26.00

20.00

N O

0+ 6.

° D

EXIST R

ECCENTRIC PLUG VALVE

NEW R

CB-1

Ø200 DIP

DRAINAGE LINE

EXIST ELEC LINE

EXIST

WATER LINE

N O

0+ 8.

° D

DMH

EXIST R

ECCENTRIC PLUG VALVE

NEW R

CB-3

EXIST PIV

EXIST ELEC LINE

N O

7.5% 1.0%

1.0%

N O

0+ 2.

0+ 8.

° D

EXIST R

ECCENTRIC PLUG VALVE

NEW R

CB-2

N O

Ø200 DIP

DRAINAGE LINE

EXIST

WATER LINE

EXIST

DRAINAGE LINE

EXIST

WATER LINE

1.09%

D R

C-201

GRAPHIC SCALES

10m510 1 : 100

HOR= 1:200 VERT=1:100

DRAINAGE LINE PROFILE-1C5

5 4 3 2 1

US Army Corps of Engineers Japan District

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D W

C F

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

U C

D S

C O

N S

O N

C H

R M

105310 20m 1 : 200

HOR= 1:200 VERT=1:100

DRAINAGE LINE PROFILE-2C4 HOR= 1:200 VERT=1:100

DRAINAGE LINE PROFILE-3C2

NOT TO SCALE

AC PAVED TRANSITION CONNECTION DETAIL (CTF #3)D5

INITIAL SAW CUT

AC PAVEMENT

PRIME COAT

SUBGRADE

EXIST AC

PAVEMENT

EXIST BASE

COURSE

2ND SAW CUT

AND APPLY

TACK COAT

NOTE: SAND TOPPING SHALL BE NORMAL SAND

USUALLY USED IN READY MIX CONCRETE.

TOP SOIL (100mm THK)

COMPACTED SUBGRADE

SAND TOPPING

B4 C-501

NOT TO SCALE

SECTION

PLAN

360 360360 360 280 280 280 280 280

NOT TO SCALE

SODDING DETAILB5

SOD (KOURAI-SHIBA)

POST ELEVATION

GUARD POST

Ø100 STEEL PIPE

FILLED W/ CONC

FINISH PAINT

COLOR SHALL BE

YELLOW

CONC FOUNDATION

300 DIA (21N/mm2)

REFRECTION TAPE

BOLLARD DETAIL

NOT TO SCALEA5

PIV

28.021

28.101

28.32128.073

FILL AC PAVEMENT

FILL AC PAVEMENTEXTEND

CONC CURB

CONC CURB DETAIL (OH302)

NOT TO SCALEC3

VARIES

EXIST CONC CURB

BOLLARD

ECCENTRIC

PLUG VALVE

PAINT FINISH

(YELLOW COLOR)BOLLARD

PIV

26.610

26.574

26.810

PIV

26.193

26.190

26.189

26.410

BOLLARD

CONC CURB DETAIL (OH303)

NOT TO SCALEA3

ECCENTRIC

PLUG VALVE

CONCRETE

SLAB

CONCRETE

SLAB

BOLLARD

EXIST CONC CURB EXIST CONC CURB

CONC CURB DETAIL (OH304)

NOT TO SCALEA2

EXPANSION JOINT

TRANSVERSE

CONSTRUCTION

JOINT

REROUTE Ø20 PVC

POC

C5 C-502

B5 C-502

BOLLARD

TYP. ELEVATION

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

A5 C-502

900 900

D13 IN EXPANSION

SHEELD

@150 OC (TYP)

D13

CONCRETE

(24/mm²)

BOLLARD AND EXTEND

BOLLARD AND EXTEND BOLLARD AND EXTEND

EXTEND

CONC CURB

EXTEND

CONC CURB

EXTEND

CONC CURB

EXTEND

CONC CURB

EXTEND

CONC CURB

ROUGHEN AND APPLY

NEW ADHESIVE

3-8 3-9

3-12 3-13 3-14

O H

2, O H

O H

- R

D U

C-501

4C -5

W G

5 4 3 2 1

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

U C

D S

C O

N S

O N

C H

R M

EXIST NEW

NOT TO SCALE

TRANSVERSE CONSTRUCTION

JOINT DETAIL

19 20

DRILLED HOLE FILLED W/

EPOXY RESIN BONDING AGENT

D25 REINFORCING DOWEL-BAR

400 LONG, 300 SPACING W/

ANTI-CORROSIVE PAINT

JOINT SEALANT

CONSTRUCTION JOINT

NOT TO SCALE

JOINT DETAILB5

BACKUP

MATERIAL

JOINT SEALANT

(JET FUEL RESISTANT) 19

EXPANSION JOINT

BACKUP

MATERIAL

JOINT

FILLER

JOINT SEALANT

(JET FUEL RESISTANT)

100 1200 100

Ø19 SUS 304 WITH

POLYPROPYLENE

COAT (YELLOW

COLOR, NON-SLIP

TYPE)

400±

NOT TO SCALE

LADDER RUNG DETAILD1

APPLY WATERPROOFING

MATERIAL, TYP

B3 C-502

900 150150

NOTE:

100% PORT ECCENTRIC PLUG VALVE SHALL CONFORM TO AWWA C517 AND BE

RESISTANT TO HYDROCARBONS (NITRILE RUBBER SEALS). GEAR ACTUATOR

BOX WITH HANDWHEEL SHALL BE LOCKABLE.

HANDWHEEL

1200 X 1200 X 150 THICK CONCRETE SLAB

WITH Ø6 x 150 X 150 WIRE MESH

EXTENDED

BONNET (SEALED)

BODY (SEALED)

DIRECT PRESSURE

POSITION INDICATOR

GEAR ACTUATOR

EXPANSION JOINT

COVER

REVERSE

PRESSURE

SEATED END

NOT TO SCALE

ECCENTRIC PLUG VALVE DETAILA5

LADDER RUNG

@300 O.C.

D13 @200

EACH WAY

CONC (24N/mm2)

10mm THK EXPANSION JOINT

BOLLARD900

ECCENTRIC

PLUG VALVEEXIST Ø200 CP

Ø200 DIP

GRAVEL BASE

(CRUSHER-RUN, C-40)

LEVELING CONC (18N/mm²)

LETTER "D" EMBOSSED

MANHOLE COVER DETAIL

NOT TO SCALE

DRAINAGE MANHOLE DETAILB3

PRECAST U-DITCH

300x300 JIS A 5372

MORTAR (1:3)

GRAVEL BASE

(CRUSHER-RUN, C-40)

300 5050

300 100100

NOT TO SCALE

CONC U-DITCH DETAILA3

PRIME COAT

BASE COURSE (CRUSHED STONE, JIS A

5001, M-40)

COMPACTED TO AT LEAST 95% OF MAX

DENSITY

NOT TO SCALE

GRAVEL PAVEMENT DETAILA2

NOTE: ALL MEASUREMENTS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

A1 C-502

CONCRETE PAVEMENT

(4.5N/mm2, FLEXURAL

STRENGTH)

BASE COURSE (CRUSHED STONE, JIS A

5001, M-40)

COMPACTED TO AT LEAST 95% OF MAX

DENSITY

PLAN

NOT TO SCALE

SECTIONB3

C2 C-502

C-502

O H

2, O H

O H

- R

D U

C-502

4C -5

W G

5 4 3 2 1

US Army Corps of Engineers Japan District

SHEET ID

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

G U

- E C

O .,L

2H V-

-D

-0

S H

O W

C H

R M

S 1, , O

A, J

D W

C F

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

3- 2-

, G

O W

Y, O

A, J

-2

2H V2

U C

D S

C O

N S

O N

C H

R M

US Army Corps of Engineers

Japan District

SHEET ID

C H

W A

N T

A N

K F

A R

M S

A W

J A

P A

U .S

R M

Y E

N G

E R

T R

J A

P A

C O

R P

S O

F E

N G

E R

A P

O A

-5

G R

O U

I N

T E

R N

A T

A L

D B

A G

S K

S T

H O

N O

L U

D E

N E

D B

D W

N B

S U

B M

E D

B Y

P L

O T

S C

A L

E N

A M

D R

A W

C O

D E

L O

T D

A T

C K

D B

C O

N T

R A

C T

N O

S O

N N

S U

B M

A L

D A

T E

D E

S C

N M

A R

K D

A T

H V

-1

-D -0

:3 :5

S-001

A L D

E S

Y D

L A

D W

C F

G E

N E

R A

L N

O T

E S

M U

R D

O C

C A

D J

M U

R A

A P

S -0

.D W

GENERAL:

A. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE BUILDING CODE AS STATED BELOW. HOWEVER, WHERE REFERENCE IS MADE TO PERFORMANCE CONFORMING TO OTHER STANDARDS THE MORE STRINGENT SHALL

APPLY.

1. INTERNATIONAL BUILDING CODE, 2021 EDITION.

2. UNIFIED FACILITIES CRITERIA 1-200-01 DOD BUILDING CODE DATED 01 SEPTEMBER 2022

3. UNIFIED FACILITIES CRITERIA 3-301-01 STRUCTURAL ENGINEERING DATED 01 OCTOBER 2019 WITH CHANGE 1

DATED 04 APRIL 2022

B. THE CONTRACTOR SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER AND REPORT IN WRITING

TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND OMISSIONS.

C. COORDINATE WORK WITH ARCHITECTURAL DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS PRIOR TO

CONSTRUCTION OF STRUCTURAL ELEMENTS.

D. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL COMPARE SUCH

FIELD MEASUREMENTS AND CONDITIONS WITH THE DRAWINGS BEFORE COMMENCING WORK. REPORT IN WRITING

TO THE CONTRACTING OFFICER ALL INCONSISTENCIES AND OMISSIONS.

E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES.

F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS OF CONSTRUCTION, WORKMANSHIP AND JOB SAFETY.

THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED FOR STABILITY OF

STRUCTURAL MEMBERS AND SYSTEMS.

G. CONSTRUCTION LOADING SHALL NOT EXCEED DESIGN LIVE LOAD UNLESS SPECIAL SHORING IS PROVIDED.

ALLOWABLE LOADS SHALL BE REDUCED IN AREAS WHERE THE STRUCTURE HAS NOT ATTAINED FULL DESIGN

STRENGTH.

H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT PROPERTIES, STRUCTURES, STREETS AND UTILITIES DURING THE CONSTRUCTION PERIOD.

I. DETAILS NOTED AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL CONDITIONS UNLESS

SPECIFICALLY SHOWN OR NOTED.

DESIGN CRITERIA: (NEW WORK ONLY)

A. DESIGN LOAD CRITERIA BASED ON THE FOLLOWING

1. UNIFIED FACILITIES CRITERIA 3-301-01 STRUCTURAL ENGINEERING DATED 01 OCTOBER 2019 WITH CHANGE 1

DATED 04 APRIL 2022.

2. INTERNATIONAL BUILDING CODE , 2021 EDITION.

3. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES - AMERICAN SOCIETY OF CIVIL ENGINEERS

(ASCE) 7-16.

B. DEAD LOADS:

1. DEAD LOADS INCLUDE THE WEIGHT OF MATERIALS INTO CONSTRUCTION OF THE BUILDING INCLUDING ROOFS, CEILINGS, PARTITIONS, AND FIXED SERVICE EQUIPMENT.

C. LIVE LOADS:

1. ROOF: 1.0 KPA (20 PSF) (REDUCIBLE WHERE PERMITTED BY CODE)

2. GROUND FLOOR: N/A

D. ROOF SNOW LOADS - N/A

1. GROUND SNOW: N/A

2. SNOW EXPOSURE FACTOR: N/A

3. ICE FACTOR: N/A

4. SNOW LOAD IMPORTANCE FACTOR: N/A

5. THERMAL FACTOR: N/A

6. FROST PENETRATION: N/A

G. WIND DESIGN DATA :

1. RISK CATEGORY: III

2. BASIC DESIGN WIND SPEED: V = 298 KM/H (185 MPH)

3. EXPOSURE CATEGORY: C

4. TOPOGRAPHIC FACTOR: Kzt = 1.0

5. DIRECTIONALITY FACTOR: Kd = 0.85

6. GROUND ELEVATION FACTOR: Ke = 1.0

7. BUILDING ENCLOSURE CLASSIFICATION: PARTIALLY ENCLOSED

8. INTERNAL PRESSURE COEFF: GCpi = +/-0.55

9. COMPONENTS AND CLADDING DESIGN WIND PRESSURE: VARIES

J. SOILS DATA:

1. SITE CLASS: D

K. EARTHQUAKE DESIGN DATA

1. RISK CATEGORY: III

2. IMPORTANCE FACTOR: Ie = 1.25

3. MAPPED SPECTRAL RESPONSE ACCELERATIONS

a. SHORT PERIOD: Ss = 1.73g

b. 1-SEC PERIOD: S1 = 0.93g

4. SPECTRAL RESPONSE COEFFICIENTS

a. SHORT PERIOD: SDS = 1.15

b. 1-SEC PERIOD: SD1 = 1.05

5. SEISMIC DESIGN CATEGORY: E

6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: ORDINARY REINFORCED CONCRETE WALLS

a. ORDINARY REINFORCED CONCRETE SHEAR WALLS

7. DESIGN BASE SHEAR: V = Cs x W

8. SEISMIC RESPONSE COEFFICIENT: R = 4

9. RESPONSE MODIFICATION FACTOR: Cs x 0.43

10.ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

11.SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS

a. COMPONENT IMPORTANCE FACTOR: lp = 1.0

N. ANTI-TERRORISM (AT) DESIGN

1. ANTI-TERRORISM REQUIREMENTS ARE NOT REQUIRED

SPECIAL INSPECTION:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT SPECIAL INSPECTION OF PORTIONS OF THE WORK AS REQUIRED BY CHAPTER 17 OF THE BUILDING CODE IS MADE AT THE APPROPRIATE TIME. THE CONTRACTOR SHALL SUBMIT STATEMENT OF RESPONSIBILITY TO THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR SHALL GIVE TIMELY NOTICE OF WHEN AND WHERE INSPECTIONS ARE TO BE MADE AND PROVIDE ACCESS FOR THE INSPECTOR. FREQUENCY OF INSPECTION IS DEFINED IN THE SPECIFICATIONS SECTION 01 45 35 AND ITS ATTACHMENTS FOR STATEMENT AND SCHEDULE OF SPECIAL INSPECTIONS. THE CONTRACTOR SHALL CORRECT DEFECTIVE WORK AT NO ADDITIONAL COST TO THE

GOVERNMENT AND PAY FOR RE-INSPECTION AS REQUIRED.

B. KEEP RECORDS OF INSPECTIONS. INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE WITH APPROVED CONSTRUCTION DOCUMENTS. SUBMIT A FINAL SIGNED REPORT TO THE CONTRACTING OFFICER.

FOUNDATION:

A. FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL INVESTIGATION REPORT.

1. GEOTECHNICAL LETTER REPORT BY ENVIRONMENTAL SCIENCE CORPORATION DATED 15 DECEMBER 2022.

B. CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATION FROM SURFACE WATER, GROUND WATER OR

SEEPAGE.

C. EXCAVATIONS FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY FOOTING OR FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOOTING OR FOUNDATION AGAINST SETTLEMENT OR

LATERAL TRANSLATION.

D. A GEOTECHNICAL ENGINEER SHALL BE RETAINED TO OBSERVE ACTUAL FIELD CONDITIONS TO CONFIRM FOUNDATION BEARING CONDITIONS AND REQUIRED EMBEDMENT DEPTHS. GEOTECHNICAL ENGINEER SHALL

SUBMIT LETTER OF COMPLIANCE TO THE CONTRACTING OFFICER.

E. ALL CONSTRUCTION AREAS SHALL BE CLEARED OF VEGETATION, DEBRIS, EXISTING PAVEMENT STRUCTURES AND

FOUNDATIONS.

CONCRETE:

A. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE ACI 318/318M AND JIS A5308

READY-MIXED CONCRETE.

B. CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE THE FOLLOWING MINIMUM 28

DAY COMPRESSIVE STRENGTHS:

1. LEAN CONCRETE MUD SLAB: 18 MPA

2. ALL OTHER CONCRETE: 27 MPA

C. CONCRETE DELIVERY TICKETS SHALL RECORD ALL FREE WATER IN THE MIX: AT BATCHING BY PLANT, FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST BY CONTRACTOR IF PERMITTED BY THE MIX DESIGN.

D. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT ARE DELETERIOUS TO CONCRETE OR STEEL

REINFORCEMENT.

E. FREQUENCY OF CONDUCTING STRENGTH TESTS SHALL BE AS FOLLOWS:

1. SAMPLES FOR STRENGTH OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 115 CUBIC METERS OF CONCRETE, NOR LESS THAN ONCE FOR

EACH 465 SQUARE METERS OF SURFACE AREA FOR SLABS OR WALLS.

2. IF THE TOTAL VOLUME OF CONCRETE IS SUCH THAT THE FREQUENCY OF TESTING WOULD PROVIDE LESS THAN FIVE STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, TESTS SHALL BE MADE FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE USED.

F. ALL INSERTS, ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE CONCRETE SHALL BE HOT-DIPPED

GALVANIZED ACCORDING TO JIS H8641 UNLESS OTHERWISE NOTED.

G. REINFORCING BARS, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN THE CONCRETE SHALL BE

SECURED IN POSITION PRIOR TO PLACEMENT OF CONCRETE.

H. SEE ARCHITECTURAL DRAWINGS FOR CHAMFERS, EDGE RADII, DRIP EDGES, REGLETS, FINISHES AND OTHER NON-

STRUCTURAL ITEMS NOT SHOWN OR SPECIFIED ON THE STRUCTURAL DRAWINGS.

I. NON-SHRINK GROUT SHALL BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 21 MPa (3,046 PSI) IN 1 DAY AND 36 MPa (5,221 PSI) IN 28 DAYS.

J. ENVIRONMENTAL SEVERITY CLASSIFICATION (ESC) = C5

REINFORCING STEEL:

A. REINFORCING STEEL GRADES AND YIELD STRENGTH SHALL CONFORM TO JIS G3112 OR ASTM A615/A615M AS

FOLLOWS, UNLESS NOTED OTHERWISE:

1. D10, D13, D16 : JIS G3112 SD295, FS = 295 MPa

2. D19, D22, D25 : JIS G3112 SD345, FS = 345 MPa

3. D29 : JIS G3112 SD390, FS = 390 MPa

B. CLEAR CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED:

1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: ---- 80 MM

2. CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER:

a.D19 THROUGH D35: -------------------------------------------------------- 50 MM

b. D16 BAR, D31 WIRE, AND SMALLER: ---------------------------- 50 MM

3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

a.SLABS, WALLS:

i. D38, D41 AND D51: --------------------------------------------------- 40 MM

ii. D35 AND SMALLER: -------------------------------------------------- 20 MM

C. REINFORCING STEEL SHALL BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP SPLICE LENGTH PER TYPICAL DETAILS AND SCHEDULE, UNLESS OTHERWISE NOTED. REINFORCING STEEL BARS D19 AND LARGER ARE PERMITTED TO BE GAS PRESSURE WELDED SPLICE IN LIEU OF LAP SPLICE. GAS PRESSURE WELDING SHALL COMPLY WITH JASS 5, JRJI GAS PRESSURE, AND JIS Z3881. STAGGER LAP BARS AS INDICATED.

D. STANDARD HOOKS ON REINFORCING BARS USED SHALL COMPLY WITH ACI 318/318M.

E. MINIMUM REINFORCEMENT BEND DIAMETERS SHALL COMPLY WITH ACI 318/318M.

STRUCTURAL ABBREVIATIONS:

ALT

ARCH

BOT

BTWN

CJP

CLR

CMU

COL

CONC

CONT

Cx OR

DIA

DWG

ELEC

EXIST OR (E)

GALV

HORIZ

HSS

INFO

LLH

LLV

ANCHOR BOLT

ALTERNATE

ARCHITECTURAL

BOTTOM

BETWEEN

CENTER OF GRAVITY

COMPLETE JOINT PENETRATION

CENTER LINE

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

STRUCTURAL STEEL CHANNEL

DIAMETER

DRAWING

EACH

EACH FACE

ELEVATION

ELECTRICAL

EQUAL

EACH WAY

EXISTING

FIRE PROTECTION

FOOT OR FEET

GAUGE

GALVANIZED

HORIZONTAL

SQUARE SECTION (STEEL TUBE)

STRUCTURAL WIDE FLANGE STEEL

INFORMATION

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAX

MECH

MEP

MIN

MISC

MPa

NO OR #

NTS

OPP

QTY

REINF

REQD

SIM

SPECS

TEMP

THRU

TYP

T&B

UNO / UON

VERT

VIF

W/ W/O

MAXIMUM

MECHANICAL

MECHANICAL, ELECTRICAL, AND PLUMBING

MINIMUM

MISCELLANEOUS

MILLIMETER

MEGAPASCAL

NUMBER

NOT TO SCALE

OPPOSITE

PLATE

PARTIAL PENETRATION

QUANTITY

REINFORCED OR REINFORCING

REQUIRED

SIMILAR

SPECIFICATIONS

STAINLESS STEEL

TEMPERATURE

THROUGH

TYPICAL

TOP AND BOTTOM

UNLESS OTHERWISE NOTED

VERTICAL

VERIFY IN FIELD

WITH

WITHOUTDRAFT

C O

N T R

O L

G R

A V E L

R O

A D

C O

N T R

O L

C O

N T R

O L

C O

N T R

O L

E P

G U

Y W

U T

Y P

U T

Y P

E T P E

T P

U T

Y P

P R

O T E C

N P

W V

V A

W V

F H F

F H

E M

T M H

C O

A S

28 28

27 27

282828

7 26

D M

1 2 3

A S

E B O

C O

C O C O

C O

C O C O

C O

LPLP

O H

S H -C

3 30

O H

REMOTE

CONTAINMENT BASIN

2 (RCB-2)

REMOTE CONTAINMENT

BASIN 3 (RCB-3)

REMOTE

CONTAINMENT BASIN

1 (RCB-1)

S-101

0 25 50 m

SCALE: 1:500

5 4 3 2 1

US Army Corps of Engineers

Japan District

SHEET ID

C H

W A

N T

A N

K F

A R

M S

A W

J A

P A

U .S

R M

Y E

N G

E R

T R

J A

P A

C O

R P

S O

F E

N G

E R

A P

O A

-5

G R

O U

I N

T E

R N

A T

A L

D B

A G

S K

S T

H O

N O

L U

D E

N E

D B

D W

N B

S U

B M

E D

B Y

P L

O T

S C

A L

E N

A M

D R

A W

C O

D E

L O

T D

A T

C K

D B

C O

N T

R A

C T

N O

S O

N N

S U

B M

A L

D A

T E

D E

S C

N M

A R

K D

A T

H V

-1

-D -0

:3 :5

S-100

A L D

E S

Y D

L A

D W

C F

S T

R U

C T

U R

A L S

P L A

M U

R D

O C

C A

D J

M U

R A

A P

S -1

.D W

1 : 500A5

STRUCTURAL SITE PLAN P

N O

R T H

1286 SQUARE

CONCRETE ACCESS

MANHOLE SHAFT,

TYP

DRAIN PIPE

(INLET), SEE CIVIL

DWGS

ROOF CRICKET,

TYP PER ARCH

DWGS

ROOF CRICKET, TYP

PER ARCH DWGS

300 THICK

CONCRETE SLAB

WITH D19 AT 150

EACH WAY TOP AND

BOTTOM

SLOPED ROOF,

SEE CIVIL

DWGS

S-501

300 CONCRETE WALL WITH D16

VERTICAL AT 150 AND D16

HORIZONTAL AT 150 EACH FACE,

TYP

APPLY EXTERIOR

WATERPROOFING

SYSTEM ON ENTIRE

ROOF, WALLS, AND

CONCRETE

ACCESS MANHOLE

SHAFT.

BACKFILL REQUIREMENTS:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND

INSTALLATION OF ALL CRIBBING, SHEETING, AND SHORING TO

PRESERVE EXCAVATIONS AND EARTH BANKS.

2. FREE DRAINING GRANULAR MATERIAL COMPOSED BY CLEAN

CRUSHED GRAVEL OF AT LEAST 500 MM IN WIDTH SHALL BE PLACED

AT THE BACK AND ALONG THE TANK WALL TO ALLOW DRAINAGE

AND CONTROL HYDROSTATIC PRESSURES.

3. THE OFF-SITE FILL SHALL BE NON-EXPANSIVE (WITH A CBR

EXPANSION POTENTIAL NO GREATER THAN 1% WHEN TESTED IN

ACCORDANCE WITH ASTM D1883 OR EQUIVALENT JIS A1211) AND

FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIAL.

ROCKS LARGER THAN 150 MM IN THE LARGEST DIMENSION SHALL

NOT BE PLACED AS FILL IN SUBGRADE LAYERS. THE MAXIMUM

PARTICLE SIZE SHALL NOT EXCEED HALF OF THE COMPACTED FILL

LIFT THICKNESS. TYPICAL ENGINEERING PROPERTIES OF

COMPACTED FILL SOIL MATERIALS CAN BE REFERRED TO TABLE 3-1

OF UFC 3-220-04FA, “BACKFILL FOR SUBSURFACE STRUCTURES”,

DATED 16 JANUARY 2004. GRANULAR SOILS INCLUDE SOILS

CLASSIFIED IN ASTM D2487 AS GW, GP, SW, SP AND THEIR DUAL

COMBINATIONS. MATERIALS CLASSIFIED AS GM AND SM WILL BE

IDENTIFIED AS GRANULAR ONLY WHEN FINES ARE NONPLASTIC.

COHESIVE SOILS INCLUDE SOILS CLASSIFIED IN ASTM D2487 AS GC,

SC, ML, CL, CL-ML, MH AND CH.

4. PRIOR TO COMPACTION, FILL MATERIALS SHALL BE THOROUGHLY

MIXED AND MOISTURE CONDITIONED, WHEN NECESSARY, TO WITHIN

±2 PERCENT OF OPTIMUM. COHESIVE MATERIAL SHALL BE

COMPACTED TO 90% COMPACTION AND GRANULAR MATERIAL

COMPACTED TO 95% COMPACTION, IN ACCORDANCE WITH ASTM

D1557 OR EQUIVALENT JIS A1210 TEST METHOD.

5. BACKFILL BEHIND THE WALL WITHIN THE 1.5 M ZONE SHALL BE

COMPACTED USING LIGHTWEIGHT CONSTRUCTION EQUIPMENT.

LOOSE-LIFT THICKNESS OF COHESIVE BACKFILL MATERIALS SHALL

BE A MAXIMUM OF 100 MM AND COMPACTED WITH RAMMER

COMPACTORS. GRANULAR BACKFILL MATERIALS SHALL HAVE A

LOOSE-LIFT THICKNESS OF 100 MM TO 150 MM AND COMPACTED

WITH A VIBRATORY PLATE OR VIBRATORY WALK-BEHIND ROLLER.

0 1 2 m

SCALE: 1:20

(3) D19 TOP AND

BOTTOM ADDED

BARS, TYP

D19x400 DIAGONAL

BELOW TOP BAR,TYP

NOTE:

FOR BACKFILL REQUIREMENTS SEE NOTES.

S-501

WATERPROOFING

COATING

300 CONCRETE WALL WITH

D16 VERTICAL AT 150 AND

D16 HORIZONTAL AT 150

EACH FACE, TYP

300 THICK CONCRETE MAT

FOOTING WITH D19 AT 150

EACH WAY TOP AND

BOTTOM

0 1 2 m

SCALE: 1:20

0 3000 0

SECTION ELEVATION

(2) D16

HORIZ BARS,

TYP

PIPE

(2) D16

BARS, TYP

600 TYP

(2) D16 VERT

AND HORIZ

BARS, TYP

Y P

TYP

PIPE

NOTE:

ALL BARS LOCATED

AT MID-DEPTH OF

WALL

PLAN AT 200 THICK WALLS

TYPICAL WALL

REINFORCING

T Y

50 CLR

90 CLR

50 CLR

PLAN AT 300 THICK WALLS

50 CLR

T Y

TYPICAL WALL

REINFORCING

BOTTOM SLAB JOINT

REINF

SLOPE 1/4:1

U R

REINF

SLOPE 1/4:1

TOP SLAB

TOP SLAB JOINT

T-3

T/3

T-3

REINF

SLOPE

1/4:1

WALL JOINT

T-3

1ST LAYER COAT OF

FLASHING COMPOUND,

CLEAN CONCRETE

SURFACE BEFORE

APPLICATION, 2ND LAYER

FABRIC, AND FINISH COAT

WITH FLASHING

COMPOUND AT FACES OF

WALLS WHERE BACKFILL

OCCURS

200 WALL

S P

E D

E T

S E

E T

Y P

L R

E B

A R

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:3 :5

S-101

A L D

E S

Y D

L A

D W

C F

F O

U N

D A

N A

N D

T O

P S

L A

B F

R A

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M U

R D

O C

C A

D J

M U

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S -1

.D W

1 : 20C3

TOP SLAB FRAMING PLAN

1 : 20A4

FOUNDATION PLAN

NTSA1

TYPICAL CAST-IN-PLACE CONSTRUCTION

JOINT DETAILS

NTSA3

TYPICAL CAST-IN-PLACE

WALL CORNER

BEND PLAN DETAIL

NTSC1

TYPICAL CAST-IN-PLACE CONSTRUCTION

JOINT DETAILS

NOTE:

REFER TO C5/S501 FOR

REBAR NOT SHOWN

01_LEVEL

02_LEVEL_TOS

GROUND FLOOR

0.00 mm

V A

MANHOLE COVER

FINISH GRADE,

SEE CIVIL DWGS

KEYWAY

RCB-1 28.00

RCB-2 26.50

RCB-3 25.93

UNLESS NOTED

OTHERWISE ON

CIVIDL DWGS 7

D16 AT

150 HORIZ

D16 AT

150 VERT

50 LEAN CONCRETE MUD SLAB

SLAB REINF PER FOUNDATION PLAN

(3) D19 TOP

AND BOTTOM

ADDED BARS

INLET WATER

PROOFING

CONCRETE

ROOF SLAB

CONCRETE

WALLS

CONCRETE

FOUNDATION

RCB-1 25.67

RCB-2 24.45

RCB-3 24.52

UNLESS NOTED

OTHERWISE ON CIVIL

DWGS

150 CONT PVC

WATERSTOP

KEYWAY, TYP

PER

HORIZ CONT

BARS PER PLAN

VERT CONT BARS

PER PLAN

150 CONT PVC

WATERSTOP

ACCESS HATCH

WITH SS LADDER

TOP SLAB REINF

PER TOP SLAB

PLAN

TOP SLAB REINF PER

TOP SLAB PLAN

SECONDARY

WATERPROOFING,

SEE SPECS

SECONDARY

WATERPROOFING,

SEE SPECS

AS REQUIRED

FOR MANHOLE

SLOPE, SEE

CIVIL DWGS, TYP

VARIES

ALL AROUND

S-101

01_LEVEL

02_LEVEL_TOS

CAST-IN-PLACE

CONCRETE

ROOF SLAB

WATERPROOFING, TYP

SEE ARCH DWGS

FINISH GRADE

CAST-IN-PLACE

CONCRETE

WALL

WATERPROOFING, TYP

CAST-IN-PLACE

CONCRETE WALL

SS LADDER,

SEE ARCH

DWGS

CANT STRIP, TYP

FREE DRAINING

GRANULAR BACK

FILL

NOTE:

FOR BALANCE OF

INFORMATION, SEE C5

S-501

01_LEVEL

CAST-IN-PLACE

CONCRETE ROOF,

SEE PLAN FOR REINF

FREE-DRAINING

GRANULAR

BACKFILL

WATERPROOFING

COATING

CAST-IN-PLACE

CONCRETE

WALL

WALL REINF, SEE PLAN

NOTE:

FOR BALANCE OF

INFORMATION, SEE C5

S-501

01_LEVEL

FREE-DRAINING

GRANULAR

BACKFILL

CAST-IN-PLACE

CONCRETE WALL

WATERPROOF

COATING

CAST-IN-PLACE

CONCRETE ROOF

SLAB, SEE PLAN FOR

REINF

WALL REINF, SEE PLAN

NOTE:

FOR BALANCE OF

INFORMATION, SEE C5

S-501

GROUND FLOOR

0.00 mm

CONCRETE WALL

SLAB REINF,

SEE PLAN

CONCRETE

MAT FOOTING

WATERPROO

F COATING

FREE-DRAINING

GRANULAR

BACKFILL

WALL REINF, SEE PLAN

NOTE:

FOR BALANCE OF

INFORMATION, SEE C5

S-501

5 4 3 2 1

US Army Corps of Engineers

Japan District

SHEET ID

C H

W A

N T

A N

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A R

M S

A W

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S -5

.D W

1 : 20C5

CONTAINMENT BASIN SECTION -

RCB-1, RCB-2, AND RCB-3

1 : 20C2

SECTION

1 : 20A4

SECTION

1 : 20A5

SECTION

1 : 20A3

SECTION

0 1 2 m

SCALE: 1:20

DRAWING ABBREVIATIONS DRAWINGS NAMING AND ANNOTATIONS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

S - STRUCTURAL

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BIT BITUMEN

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER

BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR

NSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EFSO EMERGENCY FUEL SHUT-OFF

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM NAME

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

PLAN NORTH

A101

SIM

A101

Name

Elevation

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL SHEET METAL

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST/SSTL STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

V --------------------

VIF VERIFY IN FIELD

W --------------------

WO WHERE OCCURS

SHEET NUMBER WITHIN SERIES

A101

ROOM NUMBER

Room name

NOTE: NOT ALL ABBREVIATIONS USED

1. THE WORK CONSISTS OF REPAIRS AND UPGRADES OF MISCELLANEOS DEFICIENCIES

LOCATED AT VARIOUS FACILITIES WITHIN CHIMUWAN TANK FARMS 1, 2, AND 3, INCLUDING

PUMP HOUSES, VALVE BOXES, TANK VAULTS, ABOVE-GROUND STORAGE TANKS (AST),

PIPELINES, EQUIPMENT, AND CONSTRUCTION OF NEW REMOTE CONTAINMENT STRUCTURES

(RCB) AT TANK FARM 3, INCLUDING RELATED CIVIL WORK AND ALL RELATED UTILITIES. ALL

DRAWINGS SHOW NEW CONSTRUCTION AND ADDED REPAIRS OR UPGRADES UNLESS NOTED

AS EXISTING CONSTRUCTION.

2. VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE AND IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES BEFORE STARTING ANY WORK.

COMMENCEMENT OF WORK SIGNIFIES ACCEPTANCE AND UNDERSTANDING OF EXISTING

CONDITIONS.

3. IF AN EXISTING UNFORESEEN OR HIDDEN CONDITION IS EXPOSED THAT CONFLICTS WITH

THE DRAWINGS AND/OR SPECIFICATIONS, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER

OF THE CONDITION. FOLLOW-ON PROCEDURES SHALL BE DETERMINED BY THE

CONTRACTING OFFICER.

4. PROTECT EXISTING CONSTRUCTION AND/OR VEGETATION TO REMAIN AND REPAIR OR

RESTORE ANY DAMAGE CAUSED BY CONTRACTOR WORKMANSHIP. CONTRACTING OFFICER

SHALL DETERMINE SUFFICIENCY OF REPAIR OR RESTORATION WORK.

5. MINIMIZE DISRUPTIONS TO EXISTING ONGOING OPERATIONS IN THE VICINITY DURING

CONSTRUCTION. COORDINATE ANY WORK THAT WILL DISRUPT ONGOING OPERATIONS WITH

THE CONTRACTING OFFICER PRIOR TO STARTING THE WORK.

6. CONFINE ALL OPERATIONS TO AREAS SPECIFICALLY AUTHORIZED BY THE GOVERNMENT

PER THE INTENDED WORK.

7. VERIFY SIZES AND DIMENSIONS OF ALL EQUIPMENT AND MATERIALS PRIOR TO

INSTALLATION. ENSURE FITTING IS WITHIN ACCEPTABLE INDUSTRY TOLERANCES.

8. CLEAN ALL WORK AREAS ON A DAILY BASIS AND KEEP IMMEDIATE AND ADJACENT AREAS

FREE FROM THE ACCUMULATION OF CONSTRUCTION WASTE, DUST, AND DEBRIS.

9. DIMENSIONING CRITERIA:

A. STRUCTURAL WALLS AND COLUMNS ARE ALIGNED TO GRID LINES AND DIMENSIONED

TO FACE OR CENTER LINE OF STRUCTURE.

B. STUD WALLS ARE DIMENSIONED TO FACE-OF-FINISH OR CENTER LINE OF PARTITION.

C. FURRED STUD PARTITIONS ARE DIMENSIONED TO FACE-OF-FINISH.

E. DIMENSIONS NOTED AS "CLEAR" OR "CLR" ARE CRITICAL MINIMUM DIMENSIONS FROM

FACE-OF-FINISH TO FACE-OF-FINISH.

F. ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE NOTED.

5 4 3 2 1

US Army Corps of Engineers

Japan District

SHEET ID

C H

W A

N T

A N

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N M

A R

K D

A T

H V

-1

-D -0

A M

AG-001

A L D

E S

Y D

L A

D W

C F

T R

U C

K F

S T

A N

D S

R E

M O

T E

C O

N T

M E

N T

B A

S O

C H

W A

N T

A N

K F

A R

G E

N E

R A

L N

O T

E S

R C

E C

T U

R A

L A

B B

R E

N S

A N

D S

Y M

B O

L S

A P

A G

-0

W G

N T R

O L

G R

A V E L

R O

A D

C O

N T R

O L

C O

N T R

O L

C O

N T R

O L

E P

G U

Y W

U T

Y P

U T

Y P

E T P E

T P

U T

Y P

P R

O T E C

N P

W V

V A

W V

F H F

F H

E M

C O

A S

D M

1 2 3

A S

E B O

C O

C O C

C O

C O C O

C O

LPLP

REMOTE CONTAINMENT BASIN 2

(RCB-2) - DET , SIM

CW302

REMOTE CONTAINMENT BASIN 1

(RCB-1)

REMOTE CONTAINMENT BASIN 3

(RCB-3) - DET , SIM

CTF3C/OH304

306303305301

B302

CTF3B/OH303

FSCW3

CTF3A/OH302

A-101

/A1 A-101 /A1 A-101

5 4 3 2 1

US Army Corps of Engineers

Japan District

SHEET ID

F Y

C H

W A

N T

A N

K F

A R

M S

A W

J A

P A

N U

.S A

R M

Y E

N G

E R

T R

J A

P A

C O

R P

S O

F E

N G

E R

A P

O A

-5

G R

O U

I N

T E

R N

A T

A L

D B

A G

S K

S T

H O

N O

L U

D E

N E

D B

D W

N B

S U

B M

E D

B Y

P L

O T

S C

A L

E N

A M

D R

A W

C O

D E

L O

T D

A T

C K

D B

C O

N T

R A

C T

N O

S O

N N

S U

B M

A L

D A

T E

D E

S C

N M

A R

K D

A T

H V

-1

-D -0

4/ 7/

AS101

A L D

E S

Y D

L A

D W

C F

T R

U C

K F

S T

A N

D S

R E

M O

T E

C O

N T

M E

N T

B A

S O

N C

U W

A N

T A

N K

F A

R M

P A

R T

L S

P L A

A P

A S

W G

1 : 500A1

PARTIAL SITE PLAN P

N O

0 25 50 m

SCALE: 1:500

01_LEVEL

02_LEVEL_TOS

00_LEVEL_TOF

CONCRETE ACCESS

MANHOLE SHAFT

200MM THK CONCRETE

WALL BY STRUCTURAL -

SEE STRUCT DWG

ELASTOMERIC SHEET

WATERPROOFING

MEMBRANE ON ENTIRE

ROOF, WALLS, AND

CONCRETE ACCESS

MANHOLE SHAFT

AC PAVEMENT

(FINISH GRADE, WO)

MANHOLE COVER BY

CIVIL - SEE CIVIL DWG

AC PAVEMENT

(FINISH GRADE, WO)

DRAIN PIPE (INLET),

SEE CIVIL DWGS

300MM THK CONCRETE

WALL BY STRUCTURAL -

SEE STRUCT DWG

CONCRETE SLAB BY

STRUCTURAL - SEE

STRUCT DWG

SSTL VERTICAL

ACCESS LADDER -

DET

V A

(1 1, LI

E R

2, M

O C

O N

T A

G A

INVERT EL

SLSL

/C1 A-501

50MM THK CONCRETE MUD

SLAB BY STRUCTURAL -

SEE STRUCT DWG

50 50

A-101

EQ 200 915 200 EQ

CONCRETE ACCESS

MANHOLE SHAFT

200MM THK CONCRETE

WALL BY STRUCTURAL -

SEE STRUCT DWG

ELASTOMERIC SHEET

WATERPROOFING

MEMBRANE ON ENTIRE

ROOF, WALLS, AND

CONCRETE ACCESS

MANHOLE SHAFT

DRAIN PIPE (INLET),

SEE CIVIL DWGS

SSTL VERTICAL ACCESS

LADDER - DET

MANHOLE COVER ABOVE

/C1 A-501

A-101

ELASTOMERIC SHEET

WATERPROOFING

300MM THK CONCRETE

WALL, TYPICAL

EDGE OF CONCRETE

MUD SLAB BELOW

ACCESS MANHOLE

SHAFT OPENING ABOVE

SSTL VERTICAL ACCESS

LADDER - DET /C1 A-501

300 2400 300

A-101

SLSL

200MM THK CONC WALL

BY STRUCTURAL - SEE

STRUCT DWG

T-25 ROUND MANHOLE

COVER BY CIVIL - SEE

CIVIL DWG

5 4 3 2 1

US Army Corps of Engineers

Japan District

SHEET ID

C H

W A

N T

A N

K F

A R

M S

A W

J A

P A

N U

.S A

R M

Y E

N G

E R

T R

J A

P A

C O

R P

S O

F E

N G

E R

A P

O A

-5

G R

O U

I N

T E

R N

A T

A L

D B

A G

S K

S T

H O

N O

L U

D E

N E

D B

D W

N B

S U

B M

E D

B Y

P L

O T

S C

A L

E N

A M

D R

A W

C O

D E

L O

T D

A T

C K

D B

C O

N T

R A

C T

N O

S O

N N

S U

B M

A L

D A

T E

D E

S C

N M

A R

K D

A T

H V

-1

-D -0

A M

A-101

A L D

E S

Y D

L A

D W

C F

T R

U C

K F

S T

A N

D S

R E

M O

T E

C O

N T

M E

N T

B A

S O

C H

W A

N T

A N

K F

A R

T Y

A L R

E M

O T

E C

O N

T A

E N

T B

A S

L A

N S

A N

B U

S E

C T

D e s ig n e r

A u th o r C h e c k e r

A P

A -1

.D W

5 4 3 2 1

US Army Corps of Engineers

Japan District

SHEET ID

F Y

C H

W A

N T

A N

K F

A R

M S

A W

J A

P A

N U

.S A

R M

Y E

N G

E R

T R

J A

P A

C O

R P

S O

F E

N G

E R

A P

O A

-5

G R

O U

I N

T E

R N

A T

A L

D B

A G

S K

S T

H O

N O

L U

D E

N E

D B

D W

N B

S U

B M

E D

B Y

P L

O T

S C

A L

E N

A M

D R

A W

C O

D E

L O

T D

A T

C K

D B

C O

N T

R A

C T

N O

S O

N N

S U

B M

A L

D A

T E

D E

S C

N M

A R

K D

A T

H V

-1

-D -0

A M

A-101

A L D

E S

Y D

L A

D W

C F

T R

U C

K F

S T

A N

D S

R E

M O

T E

C O

N T

M E

N T

B A

S O

N C

U W

A N

T A

N K

F A

R M

T Y

A L R

E M

O T

E C

O N

T A

E N

T B

A S

L A

N S

A N

B U

S E

C T

D e s ig n e r

A u th o r C h e c k e r

A P

A -1

.D W

1 : 20A3

BUILDING…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 7, 2023.