REMOVE AND DISPOSE AFFF EQP AFFF EXCAVATION DRAWINGS.pdf

PDF 3 MB Posted May 22, 2023

Attached to: Remove and Dispose of Aqueous Film Forming Foam (AFFF) Equipment
Solicitation number: W912HV-23-B-0009
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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Written by GovTribe AI · Dec 28, 2023

This pre-solicitation notice provides key details for an upcoming invitation for bids to remove and dispose of aqueous film forming foam equipment at various locations in Okinawa, Japan. The U.S. Army Corps of Engineers, Japan District will solicit fixed-price bids to demolish infrastructure and dispose of storage tanks, piping, pumps and other equipment from ten fire suppression systems at six tank farms. Offerors must be authorized to operate in Japan with necessary licenses and permits. The estimated contract value is between 5 to 10 million US dollars. The solicitation is expected to issue in June 2023 with bids due in mid-June. Interested vendors should monitor the Procurement Integrated Enterprise Environment and System for Award Management websites.

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US Army Corps of Engineers

JAPAN MAP

JAPAN DISTRICT

LOCATION MAP

HOKKAIDO

KYUSHU

SHIKOKU

HONSHU

IWO JIMA

(NOT TO SCALE)

VICINITY MAP

(NOT TO SCALE)

TRUE

NORTH

CIVIL

THIS WORK WAS PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION.

(NAME AND LICENSE)

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OKINAWA

OKINAWA, JAPAN

HEDO POINT

EAST CHINA SEA

KADENA

NAHA

NAGO

URUMA

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NORTH

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KADENA AIR BASE

URUMA

CHIMUWAN TANK FARM #1

(CTF1)

WHITE BEACH TANK FARM

(WBTF)

CHIMUWAN TANK FARM #3

(CTF3)

CHIMUWAN TANK FARM #2

(CTF2)

KUWAE TANK FARM #2

(KTF2)

KUWAE TANK FARM #1

(KTF1)

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NAKAGUSUKU BAY

KIN BAY

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KIN BAY

NAKAGUSUKU BAY

KUDAKA

ISLAND

IEJIMA

ISLAND

REMOVAL & DISPOSAL AQUEOUS FILM FORMING

FOAM (AFFF) EQUIPMENT VARIOUS LOCATIONS,

OKINAWA, JAPAN

EXCAVATION

SEE LOCATION MAP

LICENSED

No. 8688-C

PROFESSIONAL

O K.

,II

ENGINEER

RING

NO.

SHEET

NO.

DESCRIPTION

G-001 TITLE, JAPAN MAP, VICINITY MAP, LOCATION MAP, INDEX OF DRAWINGS

CD101 DEMOLITION SITE PLAN - CHIMUWAN TANK FARM 1 (CTF1)

CD102 DEMOLITION SITE PLAN - CHIMUWAN TANK FARM 2 (CTF2)

CD103 DEMOLITION SITE PLAN - CHIMUWAN TANK FARM 3 (CTF3)

CD104 DEMOLITION SITE PLAN - KUWAE TANK FARM 1 (KTF1)

CD105 DEMOLITION SITE PLAN - KUWAE TANK FARM 2 (KTF2)

CD106 DEMOLITION SITE PLAN - KUWAE TANK FARM 2 (KTF2-A)

DEMOLITION SITE PLAN - KUWAE TANK FARM 2 (KTF2-B)

DEMOLITION SITE PLAN - KUWAE TANK FARM 2 (KTF2-C)

DEMOLITION SITE PLAN - WHITE BEACH TANK FARM (WBTF)

INDEX OF DRAWINGS

G-002 GENERAL NOTES, LEGEND

CD107

CD10810

11 CD109

DETAILS12 CD501

DRAFT - For Information Only (FIO)

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GENERAL NOTES:

1. ALL UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST, BASED ON AVAILABLE

RECORDS ARE INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION,

SIZE AND DEPTH OF THE FACILITIES WHERE SHOWN AND EXERCISE PROPER CARE IN

EXCAVATING THE AREA. ANY DAMAGE TO THESE FACILITIES SHALL BE REPAIRED AND PAID

FOR BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER FOR AN EXCAVATION PERMIT.

2. EXISTING SURFACE CONDITIONS, INCLUDING BUT NOT LIMITED TO PAVEMENT, SIDEWALKS, CURBS, 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.

3. 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.

4. THE GOVERNMENT REQUIRES 60 DAYS ADVANCE NOTICE FOR ANY DISRUPTION OF UTILITY

SERVICES, INCLUDING WATER AND SEWER SERVICES.

5. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF OFF BASE ALL SHRUBS, TREE ROOTS,

AND ORGANIC MATERIALS ENCOUNTERED DURING CONSTRUCTION AS REQUIRED.

6. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE (1) SET OF APPROVED PLANS AT THE

PROJECT SITE DURING THE WORK.

7. THE CONTRACTOR SHALL CONFORM TO “CONFINED SPACE” PROCEDURES, IN ACCORDANCE

WITH EM 385-1-1, ON ANY PITS, EXISTING OR NEWLY CONSTRUCTED MANHOLES, WHICH

COULD PRESENT A HAZARD (HYDROGEN SULFIDE EXPOSURE, LIMITED ACCESS, ETC.) TO

OPERATOR OR CONTRACTOR PERSONNEL.

8. TURF SHALL BE PROVIDED IN ALL UNPAVED AREAS DISTURBED BY THE CONTRACTOR DURING

CONSTRUCTION. SOD SHALL BE APPROVED BY THE CONTRACTING OFFICER.

9. THE CONTRACTOR SHALL PROVIDE ACCESS TO AND FROM DRIVEWAYS AND PUBLIC AREAS

AT ALL TIMES, UNLESS OTHERWISE NOTED.

10. WHEN EXCAVATIONS ARE ADJACENT TO OR UNDER EXISTING STRUCTURES OR FACILITIES,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SHEETING AND BRACING THE

EXCAVATION AND STABILIZING THE EXISTING GROUND TO RENDER IT SAFE AND SECURE

FROM POSSIBLE SLIDES, CAVE-INS AND SETTLEMENT AND FOR PROPERLY SUPPORTING

EXISTING STRUCTURES AND FACILITIES WITH BEAMS, STRUTS OR UNDERPINNING TO FULLY

PROTECT IT FROM DAMAGE, UNLESS OTHERWISE NOTED.

11. DURING NON-WORKING HOURS, ALL CONSTRUCTION AREAS WHETHER BY STOCKPILING OF

EXCAVATION MATERIAL OR OTHER OPERATIONS SHALL BE RESTORED TO A CONDITION

SATISFACTORY TO THE CONTRACTING OFFICER. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR WATERING AND MAINTAINING THESE AREAS UNTIL GROWTH IS ESTABLISHED TO THE

SATISFACTION OF CONTRACTING OFFICER.

12. ALL GRASSED OR PLANTED AREAS DAMAGED DURING THE CONSTRUCTION WHETHER BY

STOCKPILING OF EXCAVATION MATERIAL OR OTHER OPERATIONS SHALL BE RESTORED TO A

CONDITION SATISFACTORY TO THE CONTRACTING OFFICER. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR WATERING AND MAINTAINING THESE AREAS UNTIL GROWTH IS

ESTABLISHED TO THE SATISFACTION OF THE CONTRACTING OFFICER.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE CONTRACTING OFFICER

INFORMATION ON THE HAUL ROUTES TO BE USED DURING THE PROJECT FOR THEIR

APPROVAL. HAUL ROUTES SHALL BE DIRECTLY FROM THE ROADWAYS EXTERIOR TO THE

BASE TO THE WORK AREA AT THE VARIOUS GATES UNLESS OTHERWISE APPROVED BY THE

CONTRACTING OFFICER. THE CONTRACTOR, EQUIPMENT, AND PERSONNEL SHALL BE

RESTRICTED TO THE APPROVED HAUL ROUTE TO THE CONSTRUCTION AREA AND THE

CONTRACTOR'S OFFICE AND LAYDOWN AREA ONLY.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TRANSPORTATION AND DISPOSAL OF

ALL EXCAVATED MATERIALS TO AN APPROVED OFF-BASE DISPOSAL SITE. THERE IS NO

ON-BASE FACILITY OR AREA AVAILABLE TO THE CONTRACTOR FOR ANY DISPOSAL OF

EXCAVATED MATERIALS.

15. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PREVENT EROSION AND

THE TRANSPORT OF SEDIMENTS ONTO PAVED SURFACES AND INTO DRAINAGE FACILITIES,

AND COMPLY WITH THE REQUIREMENTS OF FEDERAL AND LOCAL REGULATIONS.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS SANITARY

SEWER AND WATER SERVICE TO ALL AFFECTED AREAS DURING CONSTRUCTION. SHOULD

SANITARY SEWER AND WATER DOWNTIME BE REQUIRED, APPROPRIATE PRECAUTIONS AND

MEASURES FOR SERVICE SHUTDOWN SHALL BE IMPLEMENTED WITH APPROVAL OF THE

CONTRACTING OFFICER.

17. WORK INCIDENTAL TO THE CONTRACT AND NECESSARY TO COMPLETE THE PROJECT,

ALTHOUGH NOT SPECIFICALLY REFERRED TO ON THE CONTRACT DOCUMENTS, SHALL BE

FURNISHED AND PERFORMED BY THE CONTRACTOR.

18. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA AND

SURROUNDING AREA FREE FROM RUBBISH, DUST, NOISE, EROSION, ETC. THE WORK SHALL

BE DONE IN CONFORMANCE WITH THE REQUIREMENTS OF FEDERAL AND LOCAL

REGULATIONS.

19. LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM

LATEST RELIABLE SOURCES AND ARE APPROXIMATE ONLY.

GENERAL TRAFFIC NOTES:

1. CONES OR DELINEATORS SHALL BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO

APPROACHING TRAFFIC.

2. TRAFFIC CONTROL DEVICES FARTHEST FROM THE WORK AREA SHALL BE PLACED FIRST.

THE OTHERS SHALL THEN BE PLACED PROGRESSIVELY TOWARD THE WORK AREA.

3. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE IN

CONFLICT WITH THE FLOW OF TRAFFIC AROUND THE CONSTRUCTION SITE SHALL BE

REMOVED OR COVERED. ALL SIGNS SHALL BE RESTORED UPON COMPLETION OF THE WORK.

4. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVERED

WHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE. THE BACKS OF ALL SIGNS

USED FOR TRAFFIC CONTROL SHALL BE APPROPRIATELY COVERED TO PRECLUDE THE

DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE MESSAGES ON BOTH

FACES).

5. AT THE END OF EACH WORKING DAY OR AS SOON AS THE WORK IS COMPLETED, THE

CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO

PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE REVERSE

ORDER OF INSTALLATION.

6. ALL DRIVEWAYS SHALL BE KEPT OPEN OR MADE AVAILABLE FOR ACCESS DURING

CONSTRUCTION OPERATIONS.

7. WHERE PEDESTRIAN WALKWAYS EXIST, THEY SHALL BE MAINTAINED IN SAFE PASSABLE

CONDITION OR OTHER FACILITIES FOR PEDESTRIANS SHALL BE PROVIDED. PASSAGE

BETWEEN WALKWAYS AT INTERSECTIONS SHALL LIKEWISE BE PROVIDED.

8. NO MATERIAL AND/OR EQUIPMENT SHALL BE STOCKPILED OR OTHERWISE STORED WITHIN

STREET TRAVELED WAY.

9. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY CONSTRUCTION

TRAFFIC SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES, AND OTHER PROTECTIVE

FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND

SAFETY OF PUBLIC TRAFFIC. THE CONTRACTOR SHALL PROVIDE FLAGMEN AS NECESSARY

TO DIRECT TRAFFIC IF A LANE IS CLOSED TO PERFORM THE WORK. ALL SUCH PROTECTIVE

FACILITIES AND PRECAUTIONS TO BE TAKEN SHALL CONFORM WITH THE “RULES AND

REGULATIONS GOVERNING THE USE OF TRAFFIC CONTROL DEVICES AT WORK SITES ON OR

ADJACENT TO PUBLIC STREETS AND HIGHWAYS” ADOPTED BY THE HIGHWAY SAFETY

COORDINATOR, AND THE U.S. HIGHWAY ADMINISTRATION “MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES FOR STREETS AND HIGHWAYS, PART 6 - TEMPORARY TRAFFIC CONTROL”

2009 EDITION, UNLESS OTHERWISE SPECIFIED ON THE PLANS AND SPECIFICATIONS. THE

CONTRACTOR SHALL PROVIDE TO THE BASE SECURITY POLICE A TRAFFIC CONTROL PLAN

APPROVED BY THE CONTRACTING OFFICER.

10. ONE LANE SHALL BE OPEN TO TRAFFIC AT ALL TIMES. AT THE END OF EACH WORKDAY, THE

CONTRACTOR SHALL PROVIDE NON-SKID STEEL PLATES FOR ALL OPEN TRENCHES OR

BACKFILL AND PATCH WITH COLD-MIX AC. NO TRENCHES SHALL BE LEFT OPEN DURING

NON-WORKING HOURS. IF NON-SKID STEEL PLATES ARE NOT FEASIBLE DUE TO THE SIZE OF

THE EXCAVATION, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SIGNS, BARRICADES

MARKERS, CONES AND OTHER PROTECTION FOR THE CONVENIENCE AND SAFETY OF

TRAFFIC.

11. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER FOR

APPROVAL 30 DAYS PRIOR TO ANY STREET CLOSURES OR WORK IMPACTING TRAFFIC FLOW.

PUBLIC HEALTH AND SAFETY NOTES:

1. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH APPLICABLE FEDERAL, JAPANESE

AND PREFECTURAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY, AND

THE ENVIRONMENT.

2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING

AREA FREE FROM DUST AND NOISE NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH

THE AIR AND NOISE POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE JAPANESE

ENVIRONMENTAL GOVERNING STANDARDS AND EM-385-1-1.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS AND

APPROVALS GOVERNED BY FEDERAL, JAPANESE AND PREFECTURAL LAWS AND STANDARDS

IN THE HANDLING, REMOVAL, AND DISPOSAL OF ANY HAZARDOUS MATERIALS PRIOR TO THE

START OF CONSTRUCTION.

CIVIL UTILITIES NOTES:

1. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND WERE TAKEN FROM

AVAILABLE RECORD DRAWINGS.

2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THE EXISTING UTILITIES BEFORE

START OF CONSTRUCTION. ALL DISTURBED AREAS OUTSIDE THE LIMIT OF PROJECT AREA

SHALL BE RESTORED TO ITS ORIGINAL CONDITION.

3. THE CONTRACTOR SHALL PERFORM EXTRA CARE NOT TO DAMAGE EXISTING UTILITY LINES

AND STRUCTURES DURING CONSTRUCTION. UTILITIES DAMAGED DURING CONSTRUCTION

WORK SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. THE CONTRACTOR SHALL BE RESPONSIBLE IN DETERMINING THE APPROPRIATE SHORING

AND SHEETING SYSTEM TO BE USED FOR EXCAVATION OF UTILITY LINES. THE DESIGN OF

THE SHORING AND SHEETING SYSTEM SHOULD CONSIDER SOIL CONDITIONS UNCOVERED

DURING ACTUAL EXCAVATION WORKS. AN EXCAVATION/TRENCHING PLAN SHALL BE

SUBMITTED AND ACCEPTED BY THE CONTRACTING OFFICER PRIOR TO BEGINNING

OPERATIONS IAW SECTION 25 OF EM 385-1-1.

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE NOTED.

ABBREVIATIONS:

AFFF AQUEOUS FILM FORMING FOAM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

CIP CAST IRON

COND CONDITION

COORD COORDINATE

CTF CHIMUWAN TANK FARM

EL ELEVATION

ELEC ELECTRICAL

EMH ELECTRICAL MANHOLE

EXIST EXISTING

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FM CANNON ID NUMBER

FOUND FOUNDATION

KTF KUWAE TANK FARM

M METER

MECH MECHANICAL

MM MILLIMETER

NO. NUMBER

POL PETROLIUM, OIL, LUBRICANTS

SMH SEWER MANHOLE

SP STEEL PIPE

TMH TELECOMMUNICATIONS MANHOLE

VIF VERIFY IN FIELD

WBTF WHITE BEACH TANK FARM

@ AT

± PLUS/MINUS

LEGEND:

EXISTING BUILDING TO REMAIN

EXISTING BUILDING TO BE DEMOLISHED

AND REMOVED BY OTHERS (PHASE 3)

EXISTING ABOVEGROUND AFFF

SYSTEM PIPING TO BE DEMOLISHED

AND REMOVED BY OTHERS (PHASE 3)

EXISTING UNDERGROUND AFFF

SYSTEM PIPING TO BE DEMOLISHED

AND REMOVED (PHASE 3)

XXXXXXXX

HYDRANT FOAM LINE AND

APPURTENACES TO BE DEMOLISHED

AND REMOVED BY OTHERS (PHASE 3)

FIRE PROTECTION FOAM LINE AND

APPURTENANCES TO BE DEMOLISHED

AND REMOVED BY OTHERS (PHASE 3)

CONTRACTOR TO DETERMINE AND

EXCAVATE PIT 1.5 x 1.5 x NECESSARY DEPTH

TO EXPOSE AFFF LINE (TYP)

CONC

X X

VB#10

VB#12

VB#13

TH111

VB#14

TH114

C1006

C1002

C1003

C1005

VB#13A

VB#13B

C1004

E P

CONC

PV117

VB#11

P O

E P

SMH

EMH

DMH

EMH

COT

EMH

DMH

TMH

EMH

COT

POL

EMH

POL

DMH

EMH

M21

VB11C

VB12

VB11

VB11B

VB14B

VB14A

EMH

COT

DMH

POL

COT

EMH

POL

EMH

POL

DMH

EMH

DMH

EMH

COT

EMH

COT

EMH

COT

DMH

ARV

DMH

COT

EMH

DMH

EMH

COT

EMH

COT

M36

FM105

FM104

FM102

FM103

FM101

EMH

ARV

FM3

FM2

FM1

FM5

FM4

FM13

FM12

FM120

FM121

FM108

FM109

FM107

FM106

FM110

FM111

M10

M11

M12

M13

M14

M17

M22

M23

M24

M29

M30

M32

M33

M34

M31

S20

S15

S16

FHC11

FHC10

FHC9

FHC8

FHC7

FHC6

FHC5

FHC4

FHC3

FHC2

FHC18

FHC12

FHC13

FHC14

FHC15

FHC16

FHC17

C-001

C-002

EMH

P m m

I P

P1-10

P1-9

P1-8

X X

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN METERS

UNLESS OTHERWISE NOTED.

PLAN NORTH

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1:750

75M0 15M

DEMOLITION SITE PLAN - CHIMUWAN TANK FARM 1 (CTF1)

SCALE: 1:750

EL 37M±

EL 34M±

EL 35M±

EL 34M±

EL 30M±

EL 31M±

EL 30M±

EL 29M±

EL 31M±

EL 30M±

EL 35M±

EL 31M±

EL 36M±

EL 20M±

EL 25M±

EL 22M±

EL 17M±

EL 43M±

HYDRANT FOAM LINE

AND APPURTENANCES

TO BE DEMOLISHED

AND REMOVED BY

OTHERS (PHASE 3)

FIRE PROTECTION FOAM LINE

AND APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3)

EXIST FENCE LINE

EXIST TANK C1005

EXIST TANK C1006

EXIST TANK C1002

EXIST TANK C1003

EXIST TANK C1004

FIRE HYDRANT LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3)

FIRE PROTECTION FOAM LINE

AND APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3)

FIRE PROTECTION FOAM LINE

AND APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3)

WATER LINE TO

BE PROTECTED

HYDRANT FOAM LINE

AND APPURTENANCES

TO BE DEMOLISHED

AND REMOVED BY

OTHERS (PHASE 3)

BUILDING 114 TO REMAIN. HOWEVER, DEMOLISH

AND REMOVE ALL APPURTENANCES ASSOCIATED

WITH AFFF SYSTEMS BY OTHERS (PHASE 3).

BUILDING 115, WATER STORAGE

TANK TO BE DEMOLISHED AND

REMOVED BY OTHERS (PHASE 3).

FIRE PROTECTION FOAM LINE

AND APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3)

STORM DRAIN LINE

TO BE PROTECTED

LAYDOWN AREA

CD501

CD101

C I V

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M O

L I T

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L A

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U W

A R

T F

C D

CUT AND PLUG WATER LINE

AT NEAREST BRANCH TO

PREVENT STAGNANT WATER

DONE BY OTHERS (PHASE 3).

FIRE HYDRANTS

C-001, C-002 TO BE

PROTECTED

APPROXIMATE LOCATION OF

PIT EXCAVATION FOR AFFF

SYSTEM PIPING EXPOSURE.

CONTRACTOR TO EXCAVATE

A MIN. 1.5M X 1.5M X

NECESSARY DEPTH TO

EXPOSE AFFF SYSTEM PIPING

FOR PHASE 2 WORK.

SEE DETAIL

OPEN FOAM MONITOR

NOZZLE HERE AND

DISCHARGE UNTIL

PRESSURE IN LINE IS

REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW BY

OTHERS (PHASE 2)

LEGEND

CONTRACTOR TO CONFIRM PIPE LOCATION

PRIOR TO EXCAVATION AND EXCAVATE PIT

1.5 x 1.5 x NECESSARY DEPTH TO EXPOSE

AFFF LINE (TYP)

OPEN FOAM MONITOR

NOZZLE HERE AND

DISCHARGE UNTIL

PRESSURE IN LINE IS

REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2)

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW BY

OTHERS (PHASE 2)

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2)

OH200

VB#7

C2002

C2004

C2005

TH201

TH206

VB7A

150 CIP

EMH

DMH

EMH

DMH

EMH

TMH

EMH

TMH

EMH

TMH

EMH

AVL

EMH

DMH

VLT

EMH

COL

DMH

POL

EMH

COL

EMH

VLT

DMH

VLT

DMH

EMH

DMH

EMH

DMH

EMH

COT

EMH

SMH

M73

EMH

SMH

EMH

SMH

COL

EMH

COL

EMH

TMH

DMH

M00

TMH

COT

DMH

EMH

COT

ARV

X X

FM208

FM209

FM210

FM211

FM212

FM207

FM206

FM205

FM204

FM201

FM202

FM203

FHC1

FHC2

FHC3

FHC4

FHC5

FHC6

FHC7

FHC8

FHC9

FHC10

FHC11

FHC12

FHC13

FHC14

PE25

DMH

40SGPW

150 CIP

P2-5

P2-6

P2-7

P2-8

P2-9

X X

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN METERS

UNLESS OTHERWISE NOTED.

PLAN NORTH

R E

A D

D V

E R

T I S

I S

E S

C R

I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

E O

O R

M I N

O A

F F

E M

O V

P O

S A

H A

H V

V A

R I O

A T

I O

N S

K I N

A W

J A

P A

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

A E

C O

E C

H N

I C

A L

E R

V I C

E S

I N

I S

H O

T R

E E

U I T

H O

N O

L U

A W

A I I

S A

R I

S A

R I

O D

A M

O T

1:750

75M0 15M

DEMOLITION SITE PLAN - CHIMUWAN TANK FARM 2 (CTF2)

SCALE: 1:750

WATER LINE TO BE PROTECTED

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3)

EXIST TANK C2002

FIRE PROTECTION FOAM

LINE AND APPURTENANCES

TO BE DEMOLISHED AND

REMOVED BY OTHERS

(PHASE 3)

EXIST TANK C2004

EXIST TANK C2005

FIRE PROTECTION

FOAM LINE AND

APPURTENANCES TO

BE DEMOLISHED AND

REMOVED BY

OTHERS (PHASE 3)

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3)

FIRE PROTECTION FOAM

LINE AND APPURTENANCES

TO BE DEMOLISHED AND

REMOVED BY OTHERS

(PHASE 3)

EL 33M±

EL 39M±

EL 30M±

EL 37M±

EL 33M±

EL 39M±

EL 38M±

EL 32M±

EL 37M±

EL 38M±

EL 22M±

EL 23M±

EL 29M±

EL 35M±

EL 38M±

EL 39M±

EL 30M±

EL 32M±EL 32M±

EL 30M±

EL 16M±

EL 23M±

FIRE PROTECTION

FOAM LINE AND

APPURTENANCES TO

BE DEMOLISHED AND

REMOVED BY

OTHERS (PHASE 3)

BUILDING 207, WATER STORAGE

TANK TO BE DEMOLISHED AND

REMOVED BY OTHERS. (PHASE 3)

BUILDING 206 TO REMAIN, HOWEVER

DEMOLISH AND REMOVE ALL

APPURTENANCES ASSOCIATED WITH

AFFF SYSTEMS. DEMOLITION DONE

BY OTHERS. (PHASE 3)

EXIST FENCE LINE

LAYDOWN AREA

CD102

C I V

I L

D E

M O

L I T

I O

I T

L A

H I M

U W

A R

T F

C D

OPEN FOAM MONITOR

NOZZLE HERE AND

DISCHARGE UNTIL

PRESSURE IN LINE IS

REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2)

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2)

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2)

CD501

LEGEND

APPROXIMATE LOCATION OF

PIT EXCAVATION FOR AFFF

SYSTEM PIPING EXPOSURE.

CONTRACTOR TO EXCAVATE

A MIN. 1.5M X 1.5M X

NECESSARY DEPTH TO

EXPOSE AFFF SYSTEM PIPING

FOR PHASE 2 WORK.

SEE DETAIL

CONTRACTOR TO CONFIRM PIPE LOCATION

PRIOR TO EXCAVATION AND EXCAVATE PIT

1.5 x 1.5 x NECESSARY DEPTH TO EXPOSE

AFFF LINE (TYP)

C3002

C3001

CTF3B

CTF3C

SHC3

CTF3A

VB#3

VB#5

TH305

DMH

EMH

DMH

EMH

AIRV

TMH

SMH

EMH

TMH

POL

EMH

TMH

DMH

M31

M32

EMH

TMH

M34

EMH

M38

M39

M40

M41

M42

M44

M43

M45

M17

M15

M18

M19

M30

M29

M28

M27

M26

M25

M49

M24

M23

M22

M21

M20

M46

M14

M13

M10

M11

M12

M16

M37

SWP

POL

DMH

M50

M51

M47

SWP

JED Area

POL

M35

FM302

FHC1

FM301

FHC2

FHC3

FM303

FM304

FM305

FM306

FHC4

FHC5

FHC6

FHC7

FHC8

P3-1

P2-0

P2-1

P2-2

P1-1

X X

XXX

X X

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN METERS

UNLESS OTHERWISE NOTED.

PLAN NORTH

R E

A D

D V

E R

T I S

I S

E S

C R

I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

E O

O R

M I N

O A

F F

E M

O V

P O

S A

H A

H V

V A

R I O

A T

I O

N S

K I N

A W

J A

P A

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

A E

C O

E C

H N

I C

A L

E R

V I C

E S

I N

I S

H O

T R

E E

U I T

H O

N O

L U

A W

A I I

A S

A R

A S

A R

K O

D A

M A

G O

T O

1:750

75M0 15M

DEMOLITION SITE PLAN - CHIMUWAN TANK FARM 3 (CTF3)

SCALE: 1:750

EL 48M±

EL 40M±

EL 44M±

EL 39M±

EL 34M±

EL 35M±

EL 27M±

EL 26M±

EL 27M±

EL 29M±

EL 30M±

EL 28M±

EL 29M±

EL 28M±

EL 34M±

EL 40M±

FIRE PROTECTION FOAM LINE

AND APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

EXIST TANK C3002

EXIST TANK C3001

BUILDING 390, WATER STORAGE TANK

TO BE DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

BUILDING 306 TO REMAIN, HOWEVER

DEMOLISH AND REMOVE ALL

APPURTENANCES ASSOCIATED WITH

AFFF SYSTEMS. DEMOLITION DONE

BY OTHERS (PHASE 3).

BUILDING 303 TO REMAIN, HOWEVER

DEMOLISH AND REMOVE ALL

APPURTENANCES ASSOCIATED WITH

AFFF SYSTEMS. DEMOLITION DONE

BY OTHERS (PHASE 3).

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

FIRE PROTECTION FOAM LINE

AND APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

CUT AND PLUG WATER LINE 1M

INSIDE EXIST SECURITY FENCE

BY OTHERS (PHASE 3).

WATER LINE TO BE PROTECTED

WATER LINE TO

BE PROTECTED

EXIST WATER LINE

EXIST FENCE LINE

EXIST WATER LINE

LAYDOWN AREA

CD103

C I V

I L

D E

M O

L I T

I O

I T

L A

H I M

U W

A R

T F

C D

OPEN FOAM MONITOR

NOZZLE HERE AND

DISCHARGE UNTIL

PRESSURE IN LINE IS

REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2).

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2)

CD501

APPROXIMATE LOCATION OF

PIT EXCAVATION FOR AFFF

SYSTEM PIPING EXPOSURE.

CONTRACTOR TO EXCAVATE

A MIN. 1.5M X 1.5M X

NECESSARY DEPTH TO

EXPOSE AFFF SYSTEM PIPING

FOR PHASE 2 WORK.

SEE DETAIL

LEGEND

CONTRACTOR TO CONFIRM PIPE LOCATION

PRIOR TO EXCAVATION AND EXCAVATE PIT

1.5 x 1.5 x NECESSARY DEPTH TO EXPOSE

MANIFOLD #1

TANK K1001

VB#35A-D

TANK K1002

VB#36

TRUCK

FILL

STAND

710 BOOSTER

PUMP

OILTANK

X X

EMH

POL

EMH

SMH

EMH

TANK K1003

SKIMMING

TANK No.3

VB#35C-D

VB#35B-A

VB#33G-D

SUBSTATION

#7A

VB#34

VB#35

FILTER

SEPARATOR

TH701

TS-710

VB#33F-A

DMH

SMH

EMH

DMH

TMH

EMH

K1-001

K1-004

K1-003

K1-002

K1-005

EMH

FHC8

FHC7

DMH

EMH

TMH

AVT

DMH

m m m m m m m m m m m m

AVL

POL

SMH

TMH

EMH

TMH

AVL

EMH

TMH

SMH

POL

OWS

SMH

DMH

EMH

VB35

EMH

TMH

EMH

DMH

POL

m m m m m m m m m m

FHC1

FHC6

FHC3

FHC4

m m

DMH

TMH

POL

DMH

m m

FHC2

FHC5

FE1

POL

SMH

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN METERS

UNLESS OTHERWISE NOTED.

PLAN NORTH

R E

A D

D V

E R

T I S

I S

E S

C R

I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

E O

O R

M I N

O A

F F

E M

O V

P O

S A

H A

H V

V A

R I O

A T

I O

N S

K I N

A W

J A

P A

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

A E

C O

E C

H N

I C

A L

E R

V I C

E S

I N

I S

H O

T R

E E

U I T

H O

N O

L U

A W

A I I

A S

A R

A S

A R

K O

D A

M A

G O

T O

1:750

75M0 15M

DEMOLITION SITE PLAN - KUWAE TANK FARM 1 (KTF1)

SCALE: 1:750

KOKUTAI ROAD

EL 25M±

EL 34M±

EL 26M±

EL 12M±

EL 29M±

EL 16M±

EL 12M±

EL 14M±

EL 16M±

EL 15M±

EL 30M±

EL 16M±

EL 28M±

EL 25M±

EL 19M±

EL 13M±

EL 23M±

CD104

C I V

I L

D E

M O

L I T

I O

I T

L A

U W

A R

T F

C D

CD501

LEGEND

HYDRANT FOAM LINE

AND APPURTENANCES

TO BE DEMOLISHED

AND REMOVED BY

OTHERS (PHASE 3)

WATER LINE TO BE

PROTECTED

WATER LINE TO BE

PROTECTED

HYDRANT FOAM LINE

AND APPURTENANCES

TO BE DEMOLISHED

AND REMOVED BY

OTHERS (PHASE 3)

STORM DRAIN LINE

TO BE PROTECTED

EXIST FENCE LINE

STORM DRAIN LINE

TO BE PROTECTED

EXIST TANK K1003

BOUNDARY LINE

EXIST TANK K1002

EXIST TANK K1001

EXIST GATE

LAYDOWN AREA

BUILDING 702

(FIRE PUMP HOUSE WITH UNDERGROUND

WATER STORAGE TANK) TO BE DEMOLISHED

AND REMOVED BY OTHERS (PHASE 3)

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2)

APPROXIMATE LOCATION OF

PIT EXCAVATION FOR AFFF

SYSTEM PIPING EXPOSURE.

CONTRACTOR TO EXCAVATE

A MIN. 1.5M X 1.5M X

NECESSARY DEPTH TO

EXPOSE AFFF SYSTEM PIPING

FOR PHASE 2 WORK.

SEE DETAIL

CONTRACTOR TO CONFIRM PIPE LOCATION

PRIOR TO EXCAVATION AND EXCAVATE PIT

1.5 x 1.5 x NECESSARY DEPTH TO EXPOSE

X X

I G

A\G PIPE

A \G

E S

I G

A\G P

I N

G A

ABOVE 50GAL

I D

K D

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN METERS

UNLESS OTHERWISE NOTED.

PLAN NORTH

R E

A D

D V

E R

T I S

I S

E S

C R

I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

E O

O R

M I N

O A

F F

E M

O V

P O

S A

H A

H V

V A

R I O

A T

I O

N S

K I N

A W

J A

P A

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

A E

C O

E C

H N

I C

A L

E R

V I C

E S

I N

I S

H O

T R

E E

U I T

H O

N O

L U

A W

A I I

A S

A R

A S

A R

K O

D A

M A

G O

T O

DEMOLITION SITE PLAN - KUWAE TANK FARM 2 (KTF2)

SCALE: 1:2000

1:2000

200M0 50M

SEE SHT CD108

SEE SHT CD107SEE SHT CD106

I G

BOUNDARY LINE

EXIST FENCE LINE

EXIST

HYDRANT

FOAM LINE

EXIST HYDRANT

FOAM LINE

EXIST BUILDING 816

WATER STORAGE TANK

EXIST BUILDING 815

FUEL PUMP HOUSE AND FIRE

PROTECTION PUMP HOUSE

EXIST BUILDING 817

FUEL PUMP HOUSE WITH

UNDERGROUND WATER

STORAGE TANK

EXIST WATER LINE

EXIST ABOVE

GROUND PIPE LINES

EXIST ABOVE

GROUND PIPE LINES

KUWAE-2

MAIN GATE

KADENA AIR BASE

EAST CHINA SEA

LAYDOWN AREA

EXIST AFFF CONCENTRATE

TANK WITH PROPORTIONER

AND APPURTENANCES FOR

K2003 TO BE DEMOLISHED

AND REMOVED (PHASE 3).

CD105

C I V

I L

D E

M O

L I T

I O

I T

L A

U W

A R

T F

C D

EXIST FUEL

TANK K2004

EXIST FUEL

TANK K2003

EXIST FUEL

TANK K2002

EXIST FUEL

TANK K2001

EXIST AFFF CONCENTRATE

TANK WITH PROPORTIONER

AND APPURTENANCES FOR

K2002 TO BE DEMOLISHED

AND REMOVED (PHASE 3).

EXIST AFFF CONCENTRATE

TANK WITH PROPORTIONER

AND APPURTENANCES FOR

K2001 TO BE DEMOLISHED

AND REMOVED (PHASE 3).

X X

ABOVE 50GAL

K D

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN METERS

UNLESS OTHERWISE NOTED.

PLAN NORTH

R E

A D

D V

E R

T I S

I S

E S

C R

I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

E O

O R

M I N

O A

F F

E M

O V

P O

S A

H A

H V

V A

R I O

A T

I O

N S

K I N

A W

J A

P A

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

A E

C O

E C

H N

I C

A L

E R

V I C

E S

I N

I S

H O

T R

E E

U I T

H O

N O

L U

A W

A I I

A S

A R

A S

A R

K O

D A

M A

G O

T O

1:750

75M0 15M

DEMOLITION SITE PLAN - KUWAE TANK FARM 2 (KTF2-A)

SCALE: 1:750

M A

T C

H L

I N

S E

I G

BUILDING 816 (WATER STORAGE TANK) TO

BE DEMOLISHED BY OTHERS (PHASE 3).

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

WATER LINE TO BE

PROTECTED

BOUNDARY LINE

EXIST FENCE LINE

BUILDING 815 (FUEL PUMP HOUSE AND FIRE

PROTECTION PUMP HOUSE). STRUCTURE TO

REMAIN HOWEVER, REMOVE ALL

APPURTENANCES ASSOCIATED WITH THE AFFF

SYSTEM. ALL APPURTENANCES ASSOCIATED

WITH FUEL SYSTEM SHALL BE PROTECTED.

REMOVAL DONE BY OTHERS (PHASE 3).

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

CUT AND PLUG WATERLINE 2M FROM

BUILDING BY OTHERS (PHASE 3).

STORM DRAIN LINE

TO BE PROTECTED

ABOVE GROUND PIPING

TO BE PROTECTED

EL 18M±

EXIST FUEL

TANK K2004

EXIST FUEL

TANK K2003

KADENA AIR BASE

EL 5M±

EL 6M±

EL 14M±

EL 6M±

EL 7M±

EL 5M±

EL 6M±

EL 5M±

EL 6M±

EL 5M±

EAST CHINA SEA

AFFF CONCENTRATE TANK WITH

PROPORTIONER AND PIPING FOR

KT2003 TO BE DEMOLISHED AND

REMOVED BY OTHERS (PHASE 3).

CD106

C I V

I L

D E

M O

L I T

I O

I T

L A

U W

A R

T F

C D

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2).

CD501

LEGEND

APPROXIMATE LOCATION OF

PIT EXCAVATION FOR AFFF

SYSTEM PIPING EXPOSURE.

CONTRACTOR TO EXCAVATE

A MIN. 1.5M X 1.5M X

NECESSARY DEPTH TO

EXPOSE AFFF SYSTEM PIPING

FOR PHASE 2 WORK.

SEE DETAIL

CONTRACTOR TO CONFIRM PIPE LOCATION

PRIOR TO EXCAVATION AND EXCAVATE PIT

1.5 x 1.5 x NECESSARY DEPTH TO EXPOSE

I G

A \G

E S

I G

A L

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN METERS

UNLESS OTHERWISE NOTED.

PLAN NORTH

R E

A D

D V

E R

T I S

I S

E S

C R

I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

E O

O R

M I N

O A

F F

E M

O V

P O

S A

H A

H V

V A

R I O

A T

I O

N S

K I N

A W

J A

P A

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

A E

C O

E C

H N

I C

A L

E R

V I C

E S

I N

I S

H O

T R

E E

U I T

H O

N O

L U

A W

A I I

A S

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K O

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T O

1:750

75M0 15M

DEMOLITION SITE PLAN - KUWAE TANK FARM 2 (KTF2-B)

SCALE: 1:750

M A

T C

H L

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S E

M A

T C

H L

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S E

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BUILDING 817 (FIRE PUMP HOUSE WITH

UNDERGOUND WATER STORAGE TANK) TO

BE DEMOLISHED BY OTHERS (PHASE 3).

WATER LINE TO BE PROTECTED

BOUNDARY LINE

FENCE LINE

STORM DRAIN LINE

TO BE PROTECTED

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

STORM DRAIN LINE

TO BE PROTECTED

ABOVE GROUND PIPING

TO BE PROTECTED

EXIST FUEL

TANK K2002

EL 14M±

EL 5M±

EL 6M±

EL 8M±

EL 7M±

EL 8M±

EL 5M±

EL 6M±

EL 7M±

EL 5M±

EL 4M±

EL 7M±

EL 5M±

KADENA AIR BASE

EAST CHINA SEA

AFFF CONCENTRATE TANK WITH

PROPORTIONER AND PIPING FOR

KT2002 TO BE DEMOLISHED AND

REMOVED BY OTHERS (PHASE 3).

CD107

C I V

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L A

U W

A R

T F

C D

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2).

CD501

LEGEND

APPROXIMATE LOCATION OF

PIT EXCAVATION FOR AFFF

SYSTEM PIPING EXPOSURE.

CONTRACTOR TO EXCAVATE

A MIN. 1.5M X 1.5M X

NECESSARY DEPTH TO

EXPOSE AFFF SYSTEM PIPING

FOR PHASE 2 WORK.

SEE DETAIL

CONTRACTOR TO CONFIRM PIPE LOCATION

PRIOR TO EXCAVATION AND EXCAVATE PIT

1.5 x 1.5 x NECESSARY DEPTH TO EXPOSE

A \G

I N

I D

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN METERS

UNLESS OTHERWISE NOTED.

PLAN NORTH

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SHEET ID

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US Army Corps of Engineers

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1:750

75M0 15M

DEMOLITION SITE PLAN - KUWAE TANK FARM 2 (KTF2-C)

SCALE: 1:750

M A

T C

H L

I N

S E

I G

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

WATER LINE TO BE PROTECTED

BOUNDARY LINE

FENCE LINE

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

KUWAE-2 MAIN GATE

ABOVE GROUND

PIPING TO BE

PROTECTED

KADENA AIR BASE

EL 15M±

EXIST FUEL

TANK K2001

EL 6M±

EL 7M±

EL 6M±

EL 5M±

EL 13M±

EL 11M±

EL 13M±

EL 16M±

EL 18M±

EL 15M±

EL 9M±

EL 11M±

EL 9M±

EL 2M±

EL 3M±

EXIST BRIDGE

EL 8M±

EXIST DRAINAGE DITCH

EL 8M±

EL 5M±

EL 4M±

SUNABE

AFFF CONCENTRATE TANK

WITH PROPORTIONER AND

PIPING FOR KT2001 TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

CD108

C I V

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L I T

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L A

U W

A R

T F

C D

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2).

CD501

LEGEND

APPROXIMATE LOCATION OF

PIT EXCAVATION FOR AFFF

SYSTEM PIPING EXPOSURE.

CONTRACTOR TO EXCAVATE

A MIN. 1.5M X 1.5M X

NECESSARY DEPTH TO

EXPOSE AFFF SYSTEM PIPING

FOR PHASE 2 WORK.

SEE DETAIL

EL 6M±

CONTRACTOR TO CONFIRM PIPE LOCATION

PRIOR TO EXCAVATION AND EXCAVATE PIT

1.5 x 1.5 x NECESSARY DEPTH TO EXPOSE

X X

TRAS

731731X

TANK

40000 BBL

56000 BBL

m m

50SGPW

VLT

25mm

S G P W

150m m 2 m m

150mm

VLTVLT

VCS

CJP

DMH

TMH

EMH

SMH

DMH

EMH

SMH

DMH

TMH

EMH

TMH

SMH

POL

EMH

TMH

EMH

WB-001

M9A

EMH

M10

M23

M22

M21

M20

M19

M18

M17

EMH

SMH

TMH

EMH

DMH

EMH

M16

EMH

M25

M26

M27

M28

M30

M29

M31

M32

M33

M34

M35

M36

M24

FH105

TMH

EMH

TMH

EMH

TMH

EMH

POL

TMH

EMH

AVT

FH104

FH103

FH102

FH101

FH107

FH106

FE3

FE2

FE1

FM101

FM102

FM103

FM105

FM104

TV3

TV1

TV2

VBW6B

VBW6A

VBW3

O/ W SEP

VBW2

VBW5

VBW4

FIL SEP

M15

TMH

FH1

FH2

POL

VBW1

S14A

X X

FE2

FE3

WB-007

P E m m

S G P W m m

20SGPW

P E

EMH

X X

XXX

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN METERS

UNLESS OTHERWISE NOTED.

PLAN NORTH

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US Army Corps of Engineers

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C H

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K E

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H N

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1:750

75M0 15M

DEMOLITION SITE PLAN - WHITE BEACH TANK FARM (WBTF)

SCALE: 1:750

BUILDING 727, FIRE PUMP HOUSE

WITH UNDERGROUND WATER

STORAGE TANK TO BE DEMOLISHED

AND REMOVED BY OTHERS (PHASE 3).

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

EXIST FENCE LINE

NAKAGUSUKU BAY

I M

BUILDING 733 TO REMAIN, HOWEVER

DEMOLISH AND REMOVE ALL

APPURTENANCES ASSOCIATED WITH

AFFF SYSTEMS. DEMOLITION DONE

BY OTHERS (PHASE 3).

WATER LINE TO BE PROTECTED

STORM DRAIN LINE TO BE PROTECTED

BUILDING 734, WATER STORAGE TANK TO BE

DEMOLISHED AND REMOVED BY OTHERS (PHASE 3).

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

FIRE PROTECTION FOAM LINE

AND APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

POL LINE TO BE PROTECTED

FIRE PROTECTION FOAM LINE

AND APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

EXIST WATER LINE

EXIST POL LINE

EL 19M±

EL 8M±

EL 11M±

EL 8M±

EL 9M±

EL 10M±

EL 8M±

EL 6M±

EL 7M±

EL 8M±

EL 7M±

EL 6M±

EL 8M±

EL 6M±

EL 13M±

EL 12M±

CUT AND PLUG WATER

LINE 2M FROM BUILDING

BY OTHERS (PHASE 3).

STORM DRAIN LINE

TO BE PROTECTED

HYDRANT FOAM LINE AND

APPURTENANCES TO BE

DEMOLISHED AND REMOVED

BY OTHERS (PHASE 3).

EXIST WATER LINE

EXIST POL LINE

EXIST TANK W0001

EXIST TANK W0003

EXIST TANK W0002

LAYDOWN AREA

CD109

C I V

I L

D E

M O

L I T

I O

I T

L A

H I T

E A

A R

B T

C D

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2).

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2).

OPEN FOAM HYDRANT

HERE AND DISCHARGE

UNTIL PRESSURE IN LINE

IS REDUCED TO

ATMOSPHERIC PRESSURE

AND NO FLOW (PHASE 2).

EL 19M±

CD501

APPROXIMATE LOCATION OF

PIT EXCAVATION FOR AFFF

SYSTEM PIPING EXPOSURE.

CONTRACTOR TO EXCAVATE

A MIN. 1.5M X 1.5M X

NECESSARY DEPTH TO

EXPOSE AFFF SYSTEM PIPING

FOR PHASE 2 WORK.

SEE DETAIL

LEGEND

APPROXIMATE LOCATION OF

PIT EXCAVATION FOR AFFF

SYSTEM PIPING EXPOSURE.

CONTRACTOR TO EXCAVATE

A MIN. 1.5M X 1.5M X

NECESSARY DEPTH TO

EXPOSE AFFF SYSTEM PIPING

FOR PHASE 2 WORK.

SEE DETAIL

CD501

CONTRACTOR TO CONFIRM PIPE LOCATION

PRIOR TO EXCAVATION AND EXCAVATE PIT

1.5 x 1.5 x NECESSARY DEPTH TO EXPOSE

A D

D V

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S I G

N E

S O

L I C

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A T

I O

C O

N T

R A

F I

S I Z

D R

A W

I N

O D

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

E O

O R

M I N

O A

F F

E M

O V

P O

S A

H A

H V

V A

R I O

A T

I O

N S

K I N

A W

J A

P A

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R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

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A P

A E

C O

E C

H N

I C

A L

E R

V I C

E S

I N

I S

H O

T R

E E

U I T

H O

N O

L U

A W

A I I

A S

A R

A S

A R

K O

D A

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CD501

C I V

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M I S

C E

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A N

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A I L

C D

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE NOTED.

SURFACE COND IN

UNPAVED AREAS

SURFACE COND IN

AC PAVED AREAS

A F

F F

P I P

D I A

M E

T E

1.5

TYPICAL TRENCH EXCAVATION EARTHWORKS

SCALE: NTS

NOTES:

1. THE VALUES IN ( ) SHOULD BE TAKEN IN CASE EXCAVATION WORK IS DONE BY

MAN POWER.

EXCAVATION DEPTH (H)

EXCAVATION SLOPE

EXCAVATION SLOPE (N)

VERTICAL

0.3

0.5

1 M ≤ H < 3 M

H < 1 M

3 M ≤ H < 5 M

OMA AFFF PHASE 1

G-001 TITLE, INDEX

G-002 NOTES, ABBRV, LEGEND

CD101 Ph1 - CTF1

CD102 Ph1 - CTF2

CD103 Ph1 - CTF3

CD104 Ph1 - KTF1

CD105 Ph1 - KTF2

CD106 Ph1 - KTF2-A

CD107 Ph1 - KTF2-B

CD108 Ph1 - KTF2-C

CD109 Ph1 - WBTF

CD501 DETAILS

File details come from the government source that posted it. Updated May 22, 2023.