FIO-MCAS Futenma Drawings - Military Gas_Station Repairs.pdf

PDF 14 MB Posted Oct 10, 2025

Attached to: Fuel System Repairs, MCAS Futenma, Okinawa, Japan
Solicitation number: W912HV25Z0015
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Oct 10, 2025

This document is a set of design and engineering drawings for a U.S. Army Corps of Engineers project to repair fueling systems at Marine Corps Air Station (MCAS) Futenma in Okinawa, Japan. The project involves electrical and civil work to repair and upgrade the military gas station, including work on fuel tanks, dispensers, electrical systems, and grounding infrastructure across multiple facilities (630, 630A, 630B, and 630C).

The project is divided into three primary Contract Line Item Numbers (CLINs): CLIN 0001 focuses on electrical system repairs including removing existing conduits, replacing panel schedules, and installing emergency fuel shutoff (EFSO) stations; CLIN 0002 involves grounding improvements for the JP-8 fuel tank; and CLIN 0003 covers grounding and seal modifications for the diesel and MOGAS dual product tank. The drawings include detailed plans for electrical site layouts, demolition, conduit routing, lightning protection, and hazardous area classifications. The project is scheduled for implementation in April 2025, with work aimed at maintaining operational capabilities while upgrading the fueling infrastructure.

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FOR IN

FORMATIO

N O

NLY

M C

A S

F U

T E

N M

A O

A W

A J A

P A

U S

A C

E J

A P

A N

T R

Z A

M A

J A

P A

D E

S C

N D

A T

D E

N E

D B

S O

N N

C O

N T

R A

C T

N O

E N

A M

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

U E

D A

T E

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

REVISED CORRECTED FINAL

B U

R N

S A

N D

M c D

O N

N E

L L

A R

D P

A R

K W

A Y

K A

N S

A S

Y M

O U

R I

U S

A R

M Y

C O

R P

S O

F E

N G

E R

S A

P R

- -A L T

E R

N A

T E

I N

F O

US Army Corps of Engineers

D L A

D W

C F

F U

T E

N M

A M

A R

Y G

A S

S T

A T

R E

P A

M C

A S

F U

T E

N M

F U

E L

G S

Y S

T E

M R

E P

NOT FOR

CONSTRUCTION

G-002

S H

E E

T I

N D

E X

M H

O D

S O

M H

O D

S O

B F

D R

O D

D Y

GENERAL

SHEET NUMBER SHEET TITLE

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 CLIN INFORMATION

GC100 CIVIL GENERAL NOTES

GC101 SITE ACCESS PLAN

SURVEY/MAPPING

SHEET NUMBER SHEET TITLE

V-100 EXISTING CONDITIONS PLAN

CIVIL

SHEET NUMBER SHEET TITLE

CD100 DEMOLITION PLAN

CS100 SITE PLAN

CS501 CIVIL DETAILS - 1

CS502 CIVIL DETAILS - 2

ELECTRICAL

SHEET NUMBER SHEET TITLE

E-001 ELECTRICAL LEGEND, ABBREVIATIONS AND

GENERAL NOTES

ED101 ELECTRICAL DEMOLITION PLAN

E-011 HAZARDOUS AREA PLAN

E-051 HAZARDOUS AREA DETAILS

ES101 ELECTRICAL SITE PLAN - AREA 1

ES102 ELECTRICAL SITE PLAN - AREA 2

ES501 ELECTRICAL DETAILS - DUCTBANK AND

CONDUIT

ES502 ELECTRICAL DETAILS - EFSO

ES601 CONTROL DIAGRAMS - PUMPS, DISPENSERS,

AND EFSO

ES602 CONDUIT INTERCONNECTION DIAGRAM

ES801 PHOTOS

EP701 CIRCUIT SCHEDULE

EP702 CONDUIT SCHEDULE

EG401 ENLARGED LIGHTNING PROTECTION PLAN -

BUILDING 630

EG501 GROUNDING DETAILS

EG502 LIGHTNING PROTECTION DETAILS

FOR IN

FORMATIO

G-003

_G -0

P kg 2.

dw g

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

FAC 630, FILLING STATION SHELTER. (MR) INCLUDES ALL WORK TO

PROVIDE:

REPAIR PVC TAPE ON CONDUIT.

REPLACE JUNCTION BOXES AND CONDUIT AT LIGHT POLE BASES.

REPAIR AREA LIGHTING.

REPLACE PANEL SCHEDULES.

REPAIR AND COAT CONDUIT.

PROVIDE EFSO STATIONS AND EFSO PANEL.

PROVIDE LIGHTNING PROTECTION.

PROVIDE LEAD ABATEMENT.

REPAIR CONTAINMENT CURB.

CLIN INSTALLATION

FACILITY COMMON

NUMBER NAME

SCOPE SUMMARY

DRAWING

REFERENCE

MCAS

FUTENMA

FAC 630

CD100

CS100

ED101

ES101

ES102

EG401

MCAS

FUTENMA

FAC 630C (642A), JP-8 FUEL TANK. (MR) INCLUDES ALL WORK TO

PROVIDE:

PROVIDE GROUND REEL AT TRUCK OFFLOAD.

PROVIDE GROUND FOR TANK RAILING.

PROVIDE ADDITIONAL TANK GROUNDS.

FAC 630C

(642A)

MCAS

FUTENMA

FAC 630A AND 630B (642B), MOGAS/DIESEL FUEL TANK. (MR)

INCLUDES ALL WORK TO PROVIDE:

PROVIDE GROUND FOR MOTOR.

PROVIDE BOUNDARY SEAL AT OFFLOAD MOTOR.

PROVIDE SEAL-OFFS AT FLOW SWITCH.

PROVIDE SEAL-OFF AT EXPLOSION PROOF ENCLOSURE.

PROVIDE GROUND REEL AT TRUCK OFFLOAD.

PROVIDE GROUND FOR TANK RAILING.

PROVIDE ADDITIONAL TANK GROUNDS.

PROVIDE LEAD ABATEMENT.

ES101

ES801

FILLING

STATION

SHELTER

JP-8

FUEL

TANK

MOGAS/

DIESEL

FUEL

TANK

ES101

ES801

(642)

FAC

630A

AND

630B

(642B)

FOR IN

FORMATIO

1. THE LOCATIONS OF STRUCTURES AND

UNDERGROUND UTILITIES AS INDICATED ON THE

DRAWINGS HAVE BEEN OBTAINED FROM BASE

FILES, SITE SURVEYS, AND UTILITY LOCATES.

UNDERGROUND STRUCTURES AND UTILITIES MAY

BE PRESENT WHICH ARE NOT DOCUMENTED OR

LOCATED.

2. THE CONTRACTOR IS RESPONSIBLE FOR

FIELD-VERIFYING EXISTING STRUCTURES,

UTILITIES, AND SURVEY INFORMATION.

CONTRACTOR SHALL VERIFY EXISTENCE AND MARK

LOCATIONS OF ALL UTILITIES PRIOR TO BEGINNING

WORK. THERE IS NO GUARANTEE, EITHER

EXPRESSED OR IMPLIED, THAT THE LOCATIONS,

SIZE AND TYPE OF MATERIAL OF EXISTING

UNDERGROUND UTILITIES INDICATED ARE

REPRESENTATIVE OF THOSE TO BE ENCOUNTERED

DURING CONSTRUCTION.

3. ALL DEMOLITION, WASTE, DEBRIS, AND

UNSATISFACTORY MATERIALS SHALL BE DISPOSED

OF OFF BASE OR OFF SITE.

4. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE

SAWCUT FULL DEPTH.

5. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED

TO REMAIN SHALL BE REPAIRED OR REMOVED AND

REPLACED TO THE SATISFACTION OF THE

CONTRACTING OFFICER, AT NO ADDITIONAL COST

TO CONTRACTING OFFICER.

6. THE CONTRACTOR MUST RESTORE ALL AREAS

DISTURBED AS A RESULT OF CONSTRUCTION

(VEGETATIVE, ASPHALT, CONCRETE, STAGING AND

LAYDOWN , ETC.)

GENERAL DEMOLITION NOTES:

1. ELEVATIONS INDICATED ARE FOR TOP OF FINAL

GRADE, PAVEMENT, OR STRUCTURE UNLESS

INDICATED OTHERWISE.

2. ELEVATION DENOTED AS “MATCH” ARE INTENDED

TO MEET EXISTING GRADE ELEVATIONS.

CONTRACTOR SHALL VERIFY ELEVATIONS AT

TIE-INS AND MATCH POINTS PRIOR TO BEGINNING

CONSTRUCTION.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT

ALL TIMES DURING CONSTRUCTION. ANY

DRAINAGE FEATURE OR STRUCTURE DISTURBED

DURING CONSTRUCTION SHALL BE RESTORED TO

EXISTING CONDITIONS OR BETTER, SUBJECT TO

THE APPROVAL OF THE CONTRACTING OFFICER.

4. SURFACES AROUND FACILITIES SHALL BE GRADED

TO PROVIDE POSITIVE DRAINAGE AWAY FROM

BUILDINGS AND PAVEMENTS.

5. THE CONTRACTOR SHALL REMOVE STANDING

WATER FROM THE PROJECT WORK LIMITS AS

NECESSARY TO PROTECT SUBGRADE, AND/OR

BASE COURSE OF NEW PAVEMENT, SURROUNDING

PAVEMENT-TO-REMAIN, OR OTHER COMPLETED

WORKS.

6. THE TOP ELEVATION OF ALL UTILITY STRUCTURES

TO REMAIN SHALL BE ADJUSTED ACCORDINGLY TO

FINISH GRADE ELEVATION.

7. DISTURBED AREAS SHALL BE SEEDED IN

ACCORDANCE WITH SECTION 32 92 19.

GENERAL GRADING NOTES:

1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION

IS REQUIRED FOR THIS PROJECT. PREVENTION OF

POLLUTION RESULTING FROM CONSTRUCTION

ACTIVITIES SHALL BE ACCOMPLISHED BY

CONTROLLING SOIL EROSION, WATERWAY

SEDIMENTATION, AND AIRBORNE DUST

GENERATION.

2. THE CONTRACTOR SHALL DEVELOP A STORM

WATER POLLUTION PREVENTION PLAN (SWPPP) AS

REQUIRED BY LOCAL CODES AND SHALL INSTALL,

MAINTAIN, AND INSPECT EROSION AND SEDIMENT

CONTROL FACILITIES. THE CONTRACTOR SHALL

UTILIZE BEST MANAGEMENT PRACTICES (BMP),

INCLUDING TEMPORARY SEEDING, SEDIMENT

FENCE, AND INLET PROTECTION, TO CONTROL

EROSION AND PREVENT ANY ERODED MATERIAL

FROM REACHING THE EXISTING STORM DRAIN

SYSTEM. SEE SECTION 01 57 19 AND SECTION 32 92

19.

3. THE CONTRACTOR MUST CONTROL EROSION AND

SEDIMENT. ALL APPLICABLE SOIL EROSION AND

SEDIMENT CONTROL MEASURES MUST BE

IMPLEMENTED AND MAINTAINED THROUGHOUT THE

DURATION OF CONSTRUCTION ACTIVITIES. PRIOR

TO INITIATING CONSTRUCTION IN AN AREA, ALL

TEMPORARY EROSION AND SEDIMENT CONTROL

PRACTICES MUST BE IN PLACE. UPON PROJECT

COMPLETION ALL TEMPORARY SOIL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE

REMOVED. SEE SECTION 01 57 19 AND SECTION 32

92 19.

4. ALL CONTRACTOR VEHICLES AND EQUIPMENT

SHALL BE MONITORED FOR PETROLEUM LEAKS AND

SHALL RECEIVE PROPER PREVENTATIVE

MAINTENANCE TO REDUCE THE CHANCE OF

LEAKAGE. PETROLEUM PRODUCTS SHALL BE

STORED IN TIGHTLY-SEALED CONTAINERS THAT

ARE CLEARLY LABELED. ALL SPILLS SHALL BE

CLEANED UP IMMEDIATELY AFTER DISCOVERY.

WASTE OIL AND OTHER PETROLEUM PRODUCTS

SHALL NOT BE DISCHARGED ONTO THE GROUND

OR INTO WATER BODIES.

BEST MANAGEMENT PRACTICES:

1. CONTRACTOR SHALL PHASE CONSTRUCTION AT

EACH SITE SUCH THAT OPERATIONAL

CAPABILITIES ARE MAINTAINED THROUGHOUT

CONSTRUCTION.

2. CONTRACTOR SHALL BARRICADE WORK AREAS TO

ALLOW CONTINUED USE OF A PORTION OF THE

FUELING SYSTEMS WHERE POSSIBLE AND SHALL

BE FULLY COORDINATED WITH BASE OPERATORS

PRIOR TO PERFORMING WORK.

3. WORKING AREAS SHALL BE CONSOLIDATED WITH

MINIMAL FOOTPRINT TO PERFORM THE WORK.

CONTRACTOR PHASING REQUIREMENTS:

GC100

M . L

_G C1

.d wg

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

1. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE

WITH THE PLANS AND SPECIFICATIONS AND LOCAL

AGREEMENTS BETWEEN THE US AND GOVERNMENT

OF JAPAN AS THEY APPLY TO US FUNDED PROJECTS.

IN CASE OF CONTRADICTION OR DISCREPANCY

BETWEEN REQUIREMENTS, CONTRACTOR SHALL

INCORPORATE WHICHEVER IS MOST STRINGENT.

2. THE CONTRACTOR SHALL RE-ESTABLISH CONTROL

POINTS THAT ARE IN AREAS THAT REQUIRE

DEMOLITION. CONTROL POINTS SHALL BE

RE-ESTABLISHED BEFORE DEMOLITION AND

CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL

SUPPLY CONTROL POINT DATA TO CONTRACTING

OFFICER AT THE COMPLETION OF CONSTRUCTION.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER OF

OPERATIONAL PLANS. IN THE EVENT AN

UNEXPECTED UTILITY OR STRUCTURE

INTERFERENCE OR CONFLICT IS ENCOUNTERED

DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

ANY UTILITY SERVICES OR STRUCTURES DISTURBED

BY THE CONTRACTOR'S OPERATIONS SHALL BE

RESTORED IMMEDIATELY AT CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

4. THE CONTRACTOR IS RESPONSIBLE FOR

PROTECTING ITEMS NOT TO BE DAMAGED DURING

DEMOLITION AND CONSTRUCTION. THE

CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED

OR DISTURBED ITEMS TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

5. EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE

BASED ON THE INFORMATION AVAILABLE. THE

CONTRACTOR SHALL PERFORM UTILITY LOCATES,

HYDROEXCAVATION, OR OTHER MEANS PRIOR TO

STARTING CONSTRUCTION. THE CONTRACTOR IS

RESPONSIBLE FOR ALL DAMAGE TO EXISTING

UTILITIES RESULTING FROM CONTRACTOR

ACTIVITIES.

6. THERE ARE NO KNOWN AREAS OF HYDROCARBON

CONTAMINATION ASSOCIATED WITH THIS PROJECT.

IF HYDROCARBON CONTAMINATION IS

ENCOUNTERED DURING EXCAVATION ACTIVITIES,

THE CONTRACTOR SHALL STOP WORK IN THE

PROJECT AREA AND IMMEDIATELY CONTACT THE

CONTRACTING OFFICER.

7. THE EXISTING FACILITIES WILL REMAIN IN OPERATION

DURING CONSTRUCTION. THE CONTRACTOR SHALL

STAGE AND COORDINATE CONSTRUCTION SO THAT

OPERATIONS ARE MINIMALLY IMPACTED.

8. ASPHALT PAVEMENT REMOVAL AND CONCRETE

PAVEMENT REMOVAL IS REQUIRED FOR

INSTALLATION OF NEW ELECTRICAL CONDUIT AND

DUCTBANKS. SEE ELECTRICAL PLAN SHEETS FOR

LOCATIONS. SEE SHEET CS501 AND CS502 FOR

PAVEMENT REPLACEMENT DETAILS.

9. SEE SPECIFICATION SECTION 01 20 00 FOR A

CONTRACT LINE ITEM NUMBER (CLIN) LISTING.

10. DIMENSIONS ARE SHOWN IN MILLIMETERS (mm), ELEVATIONS SHOWN ARE IN METERS (m).

GENERAL NOTES:

NOT FOR

CONSTRUCTION

FOR IN

FORMATIO

BEQ No. 1

BEQ No. 2

PARKING

5226151

503E

577539

CONC

SH443D

SH443C

TS8A

545A 736A

442A

435A

435B

437B

437A

460A

681TS

B A

261B217

219229

5 422

634F

631A

633B

557553

571572

654652

CONC

TS646

TS71B

659A

665TS

AC415TS

SH443A

SH443D

SH443C

SH443B

TS8A

415A

416A

TS8-3

429A

TS6C

408A

403A

402B

TS2B

110A

101A

T1 19 T118

404A

TS3

TS4B

151B

229C

TS20G

TS57A

525C

520B

TS675

679678

619A

TS548

548A

533B

533D

VB41

736A

TS9D

445442

435A

435B

447 449

437B

437A

TS-8-7C

TS8-6

539A 522A

TS15

562B

640A

656A

B A

643A

628A

637A

X X

S.S.

PLOTTING IS GOOD

GATE

OPEN STORAGE

PIT

MONUMENT

OPEN STORAGE

S.S.

OPEN STORAGE

PAVED PARKING

GATE

OPEN STORAGE

S.S.

S. S.

PAVED

GATE

S.S.

OPEN STORAGE

S.S.

CULTIVATED AREA

CULTIVATED AREAS

CULTIVATED AREA

S.S.

S. S.

STACK

UNPAVED PARKING

PAVED PARKING

UNPAVED PARKING

634D

634C

634B

634A

503B503TS

TS13-2

615A

655A

VB40

261TS

261A

CONC SLAB

218ATS218

218B

201B 201A

TS17B

TURNER S

TREET

STREAM

736B

VB42

TURNER STREET

229B

229TS

229A

226B

TS20B2

159B159A

159TS

152A

151A

GEIGER STREET

401A

TS2B-3

TS2B-1

104A

301B

TS2A1

TS11A1

101B

TS11B1

TS11C

RH11C

107A

TS11E

FUTENNMA ADMIN PAD

301A

303B

TS-2A5

400TS

400A

400B

110C

RNER

REE

TS2A2-4

8-2

TS9E

460B

TSB-11

416TS

TENNIS

BASEBALL FIELD

BLEACHERS

POOL

BASKETBALL

VOLLEYBALL

COURSE

OBSTACLE

GEIGER S

TREET

TS14

652A

PARKING

689B 689A

539C

14CTS

539B

TS14B

501B

501A

TS13-1

501TS

503A

509A

T A X I W A Y

R U N W A Y

P A R K I N G

A P R O N

TURNER STREET

FUTENMA VIP

TS-77-1

534A

VB43

GEIGER S

TREET

645A

TS53A

TS49A

X X

S.S.

PLOTTING IS GOOD

GATE

OPEN STORAGE

PIT

MONUMENT

OPEN STORAGE

S.S.

OPEN STORAGE

GATE

OPEN STORAGE

S.S.

S. S.

PAVED

GATE

S.S.

OPEN STORAGE

S.S.

CULTIVATED AREA

CULTIVATED AREAS

CULTIVATED AREA

S.S.

S. S.

STACK

525A

525B

515A

TS46 TS46A

679A

515F 515E

515D

515C

515B

TS44

506TRASH

602A

TS36B

511A

510TS

TS38A

510A

TS38

541A541B

TS39A

505D 505C

T T

505TS1

WASTE WATER TANK

OWSWASTE-WATER

HOLDING TANK

507A

TS42

682TS

570A

562C 562E

562D

562A

562TS

AC.

633TS

649633C

TS667 684

TS-38JI

637B

TS38L

684TS

684A

690AFUEL-TANK

691A

TS38N

633D

CONC

656D656

MOVABLE

VAN

681A

552A

A.C.

13-4TS

627B

683TS

601A 656TS

TS38BA

TS13-3 627A

A.C.

578A

517A

518A

SH2

TS13

A.C.

685TS

685A626A

626B

TS13-1B

623A

653A

A.C.

GEIGER S

TREET

461A

429B

STEPS

676A

676E

644A

676D 676B

676C

676TS

TS48B

-20

SH1

105A

VB39

GATE 3C

GATE 1E

GATE 2

GATE 1

A.C.

533F

TS64A

533A

533C

TS-546

546B

TS740

738A

A.C.

VB45

VB44

A.C.

STEPS

400C

STEPS

TS44A

STEPS

505TS2

SHED

633A

460C

448A

503F

509C

510C

510D 510E

641A

434A 434B

402A

201C

102A

101C

159C

226C

229D

218C

223C

261D

261C

740G

740E

740F

739D

737B

737A 738D

738B 738C

739B 739C

740D

738E

SMH

159C

608A

676F

679B

506A

525D

525E

739B

509B

529503D503C

525B

TS-525

VB39

VB38

661A

TS-11-3

533G

546C

545B

546A

666A

T667C

TS37A

562F

681B

539D

686C

608B

510B

PUMP PAD

690TS

PAVED PARKING

687TS

687B 686

571A

562F

656E

450A

111A

687A

405B

405C

527A

633E

HAZ/STOR

CONC SLABS

MC-781

CONC

17.8000 16.4000

SECURITY GATE

BASE ENTRANCE

HIGHWAY 58

CONTRACTOR ACCESS

AND HAUL ROAD

MARINE CORPS AIR

STATION - FUTENMA

MILITARY GAS STATION

(PROJECT LOCATION)

SCALE: 1:5000A1 SITE ACCESS PLAN

GC101

A C

M . L

_G C1

.d wg

1:5000 0 100m 200m

SCALE IN METERS

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

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M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR

PERSONNEL, VEHICLES, EQUIPMENT, AND

DELIVERIES ARE SUBJECT TO THE APPROVAL OF

THE CONTRACTING OFFICER. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO COORDINATE

OFF-SITE HAUL ROUTES WITH THE APPROPRIATE

OWNER WHO HAS JURISDICTION OVER THE

AFFECTED ROUTE. ACCESS ROUTES AND HAUL

ROUTES ARE SUBJECT TO CHANGE AT THE

DIRECTION OF THE CONTRACTING OFFICER AND

MAY CHANGE BASED ON OPERATIONAL

REQUIREMENTS OF THE PROJECT SITE.

2. THE CONTRACTOR SHALL COORDINATE ACTIVITIES

AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A

MANNER THAT ALLOWS UNOBSTRUCTED

EMERGENCY ACCESS TO ALL PROJECT AREAS AND

EXISTING ROADWAYS AT ALL TIMES WITHOUT

DELAY TO EMERGENCY AND SECURITY VEHICLES.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE

DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER,

POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER

EMERGENCY SERVICES OF THE CLOSURE.

4. THE CONTRACTOR SHALL MAINTAIN ACCESS AND

HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED

FROM CONSTRUCTION ACTIVITIES ON A DAILY

BASIS.

5. THE CONTRACTOR IS RESPONSIBLE FOR

ESTABLISHING CONSTRUCTION LAYDOWN /

STORAGE AREAS FOR MATERIALS AND EQUIPMENT.

THE LOCATION AND SIZE OF THE CONTRACTOR'S

LAYDOWN/STORAGE AREAS SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER.

THE CONTRACTOR'S LAYDOWN/STORAGE AREAS

ARE SUBJECT TO CHANGE AT THE DIRECTION OF

THE CONTRACTING OFFICER AND MAY CHANGE

BASED ON OPERATIONAL REQUIREMENTS OF THE

PROJECT. SEE SHEET CD100 FOR THE LOCATION OF

THE PRIMARY CONSTRUCTION LAYDOWN AREA.

6. ALL CONTRACTOR VEHICLES AND PERSONNEL ARE

SUBJECT TO SEARCH BY SECURITY PERSONNEL

WHEN ENTERING MILITARY BASES. ALL

PERSONNEL MUST HAVE A CURRENT AND VALID

PHOTO IDENTIFICATION PER MILITARY BASE

REQUIREMENTS, AND ALL VEHICLES MUST HAVE

CURRENT AND VALID REGISTRATION AND

INSURANCE.

7. ALL CONTRACTOR VEHICLES AND PERSONNEL

SHALL BE RESPONSIBLE FOR COORDINATING WITH

THE MILITARY BASE SECURITY OFFICES IN

OBTAINING PROPER SECURITY CLEARANCE AND

BADGING PRIOR TO ENTERING SECURE AREAS.

8. ACCESS POINTS, HAUL ROUTES,

LAYDOWN/STORAGE AREAS, AND ANY OTHER

AREAS DISTURBED BY THE CONTRACTOR SHALL BE

RESTORED TO THEIR ORIGINAL CONDITION OR

BETTER TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

9. THE CONTRACTOR MUST PROVIDE SWPPP BMPS AT

CONSTRUCTION AND LAYDOWN AREAS AND

RE-ESTABLISH VEGETATION AT ALL AREAS

DISTURBED AS A RESULT OF CONSTRUCTION.

ACCESS AND CONSTRUCTION

LAYDOWN/STORAGE AREA NOTES:

SCALE: NTSA6 CONSTRUCTION STAGING AND LAYDOWN AREA

CONSTRUCTION STAGING

AND LAYDOWN AREA

LEGEND:

CONSTRUCTION STAGING

AND LAYDOWN AREA

NOT FOR

CONSTRUCTION

FOR IN

FORMATIO

X X X X X X X X X X X X

X X

W W W

W W

COMM

COMM COMM COMM COMM COMM

TOP EL=85.267

BOT EL=83.607

TOP EL=84.642

BOT EL=82.982

FIRE EXT

SIGN

RIPRAP DITCH

40Ø PVC

642B

642A

TOP EL=82.752

BOT EL=80.352

INV IN EL=81.242

INV OUT EL=80.352

INV EL=82.522

200Ø

PVC

ST INV EL=83.273

INV EL=82.841

INV EL=84.714

INV EL=84.182

INV EL=84.748

CONTROL BOX

CONTROL PANEL

150Ø PVC

TOP EL=83.529

BOT EL=81.899

INV IN EL=82.499

INV OUT EL=81.950

150Ø

PVC

450Ø C

450Ø CP

150Ø PVC

INV EL=83.302CB U-

U-TYPE DITCH

W/ GRATING COVER

642C (O/W)

84.5

83.5

84.5

A1-1

A1-2

EEWS

YARD HYDRANT

ABOVEGROUND

STORAGE TANK

(MOGAS) (DIESEL)

ABOVEGROUND

STORAGE TANK

(JP8)

N: 29900

N: 29850

4#8, 1#10(G)

IN 1" PVC

4#8, 1#10(G)

IN 1" PVC

300Ø RCP

COORDINATE SCHEDULE, UNIT: METERS

JDG 2011, ZONE 15 XV

ITEM

A1-1

A1-2

ELEVATION

83.539

85.412

NORTHING

29,886.360

29,845.808

EASTING

25,809.166

25,854.060

AC ASPHALT CEMENT

BOT BOTTOM

CO/CONC CONCRETE

CP CONCRETE PIPE, CATHODIC PROTECTION

EEWS EMERGENCY EYEWASH AND SHOWER

EP ELECTRICAL POLE

EL ELEVATION

FFE FINISHED FLOOR ELEVATION

HH HAND HOLE

LP LIGHT POLE

OD OUTER DIAMETER

O/W OIL WATER SEPARATOR

UG UNDERGROUND

1. THE GROUND PENETRATING RADAR UTILITY LOCATING

SURVEY AND TOPOGRAPHIC SURVEY WAS PERFORMED BY

KYOWA TECHNOLOGIES CO., LTD, IN 2024. THE GPR

SURVEY INVESTIGATION REPORT FOR MCAS FUTENMA

FUELING SYSTEMS REPAIR WAS PREPARED BY OYO

CORPORATION, PACIFIC FOR KYOWA TECHNOLGIES, DATED

JULY 10, 2024.

2. THE LOCATION OF EXISTING UTILITIES AND DIMENSIONS

ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD

VERIFY ALL UTILITIES, STRUCTURE LOCATIONS, AND

DIMENSIONS PRIOR TO STARTING DESIGN AND

CONSTRUCTION.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,

WHETHER INDICATED ON THESE PLANS OR NOT, TO

VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL

EXISTING UTILITIES AND SUBSTRUCTURES AND PROTECT

THEM FROM DAMAGE.

4. THE CONTRACTOR SHALL POSITIVELY IDENTIFY

UNDERGROUND UTILITIES IN THE WORK AREA AND

COORDINATE WITH THE INSTALLATION UTILITY

DEPARTMENT. THE CONTRACTOR SHALL OBTAIN DIGGING

PERMIT PRIOR TO START OF EXCAVATION BY CONTACTING

THE CONTRACTING OFFICER AT LEAST FIFTEEN (15)

CALENDAR DAYS IN ADVANCE.

5. ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKED

ON THE AS-BUILT DRAWINGS. VERTICAL ELEVATIONS

SHALL BE DETERMINED TO COORDINATE GRADING AND

CROSSINGS.

SCALE: 1:200A1 EXISTING CONDITIONS PLAN V-100

G C

O N

M . L

_V -1

.d wg

1:200 0 4000 8000

SCALE IN MILLIMETERS

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

LEGEND:

ASPHALT PAVEMENT

CONCRETE PAVEMENT

VEGETATION

TRENCH DRAIN

CONCRETE CURB

SURVEY NOTES:

MAJOR CONTOUR85

MINOR CONTOUR85.5

SANITARY SEWER LINESS

STORM SEWER LINEST

WATER LINEW

ELECTRICAL LINEE

CONTROL POINT

GATE VALVE/VALVE BOX

LIGHT POLE

SEWER MANHOLE

ELECTRICAL MANHOLE

SLOPE

CATCH BASIN

X X CHAIN LINK FENCE

GUARDRAIL

BOLLARD

PAVEMENT MARKING

SPATIAL DATA REPRESENTED IN:

VERTICAL DATUM: LOCAL TOKYO

HORIZONTAL DATUM: JDG 2011, ZONE 15

PROJECTION: UTM, ZONE 52N

MAP ORIGIN:

JDG 2011, ZONE 15 XV: 26°00'00.00" (LATITUDE, X = 0.00 NORTH)

127°30'00.00" (LONGITUDE, Y = 0.00 EAST)

UTM, ZONE 52N: Y = 2,876,545.4382 (NORTH)

X = 349,872.8655 (EAST)

REFERENCE GRID:

JDG 2011 GRID AT 50 METER INTERVALS

UTM GRID AT 50 METER INTERVALS

GPR UTILITY LINE

ABBREVIATIONS:

DIAMETERØ

UNKNOWN UNDERGROUND UTILITY LINESUG

COMMUNICATION LINECOMM

NOT FOR

CONSTRUCTION

FOR IN

FORMATIO

COMM

COCO

SIGN

E E

E E E

E E

E E E

E E

W W

E E E E

E E

E E E E E E

N: 29868.89 E: 25807.96

N: 29880.21 E: 25814.36

N: 29846.43 E: 25828.52

N: 29832.91 E: 25836.71

N: 29883.13 E: 25785.16

N: 29867.38 E: 25805.74 N: 29866.74

E: 25806.52

N: 29850.06 E: 25824.78

N: 29875.31 E: 25812.27

N: 29876.14 E: 25812.83

1. REFER TO DRAWING GC100 FOR GENERAL NOTES.

2. SEE ELECTRICAL (ED101) AND MECHANICAL (M-101) FOR

CLIN DESIGNATION AND THEIR DESIGN DISCIPLINE

DEMOLITION FEATURES.

3. FOLLOWING COMPLETION OF ELECTRICAL SERVICE IN

VEGETATIVE AREAS, REPLACE AND COMPACT GENERAL

FILL FOLLOWED BY REPLACEMENT OF TOPSOIL. RESTORE

VEGETATIVE SURFACING PER DESIGN SPECIFICATIONS.

4. CIVIL WORK SHOWN ON THIS PLAN IS ASSOCIATED WITH

CLIN 0001.

5. ALL TRENCH WIDTHS ARE APPROXIMATELY 1 METER IN

WIDTH. THE CONTRACTOR MAY NEED TO ADJUST THIS

DIMENSION BASED ON THE SITE CONDITIONS.

SCALE: 1:100A1 DEMOLITION PLAN CD100

N P

M . L

_C D1

.d wg

1:100 0 2000 4000

SCALE IN MILLIMETERS

ELECTRICAL RACK

LIGHT POLE

MOGAS OFFLOAD RACK

MOGAS OFFLOAD

CABINET

LIGHT POLE

MOGAS DISPENSER,

DISP-2

DIESEL DISPENSER,

DISP-4

MOGAS DISPENSER,

DISP-1

DIESEL DISPENSER,

DISP-3

MOGAS/DIESEL DUAL

PRODUCT CONVAULT TANK

DIESEL OFFLOAD

CABINET

SATELLITE FUEL

MASTER, FMS-1

MASTER FUEL

MASTER, FMS-2

METAL STAIRS AND

RAILING (TYP. OF 2)

JP-8 DISPENSER,

DISP-6

JP-8 DISPENSER,

DISP-5

JP-8 CONVAULT

TANK

JP-8 OFFLOAD

CABINET

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

LEGEND:

FULL DEPTH ASPHALT PAVEMENT REMOVAL

FULL DEPTH CONCRETE PAVEMENT REMOVAL

TOPSOIL REMOVAL

CONCRETE CURB DEMOLITION

DEMOLITION NOTES:

REMOVE TOPSOIL

(SEE DEMOLITION NOTE 3)

SAWCUT FULL DEPTH

EEWS

YARD HYDRANT

FILTER SOCK C5

CS501

(SEE NOTE 5)

200mm

(TYP)

ABOVEGROUND STORAGE TANK

NOT FOR

CONSTRUCTION

FOR IN

FORMATIO

COMM

COCO

SIGN

E E

E E E

E E

E E E

E E

W W

E E E E

E E

E E E E E E

N: 29868.89 E: 25807.96

N: 29880.21 E: 25814.36

N: 29850.06 E: 25824.78

N: 29846.43 E: 25828.52

EFSO

N: 29833.36 E: 25837.00

EFSO

N: 29883.37 E: 25785.66

FOR ROUTING ELECTRICAL ACROSS THE TRENCH DRAIN,

THE CONTRACTOR MAY TUNNEL UNDER THE DRAIN WITH

THE APPROVAL OF THE CONTRACTING OFFICER. THE

CROSSING MUST BE COMPLETED SUCH THAT THE

INTEGRITY OF THE TRENCH DRAIN IS NOT COMPROMISED.

FOLLOWING THE ELECTRICAL UTILITY INSTALLATION, THE

CONTRACTOR MUST COMPACT THE GENERAL SOIL FILL,

PAVEMENT SUBGRADE, AGGREGATE BASE, AND ASPHALT

PER THE DESIGN SPECIFICATIONS.

PAVEMENT STRIPING SHALL BE 100 MM WIDE WHITE

PAVEMENT MARKING, MATCHING EXISTING PAVEMENT

MARKINGS. RESTRIPE OTHER PAVEMENT MARKINGS

DAMAGED AS A RESULT OF CONSTRUCTION.

SAW CUT LAST 75 MM OF THE CURB AND INTO THE

SIDEWALK. DRILL 12 MM DIAMETER HOLE, A MINIMUM 150

MM INTO THE CURB. COMPACT SOIL. THOROUGHLY BLOW

OUT, WIRE BRUSH, AND BLOW OUT HOLE. INSTALL 9 MM

DIAMETER DEFORMED REBAR INTO THE CURB AND EXTEND

TO 50 MM FROM THE END OF THE SIDEWALK. FORM AND

PLACE CONCRETE.

CLEAN JOINT AND SEAL WITH FUEL RESISTANT NON-SELF

LEVELING SEALANT.

1. REFER TO DRAWING GC100 FOR GENERAL NOTES. SEE

SHEET V-100 FOR LEGEND AND ABBREVIATIONS.

2. SEE ELECTRICAL (ES101 AND ES102) AND MECHANICAL

(M-101) FOR CLIN DESIGNATION.

3. THE CONTRACTOR MUST RESTORE ALL OTHER AREAS

DISTURBED AS A RESULT OF CONSTRUCTION (VEGETATIVE,

ASPHALT, CONCRETE, STAGING AND LAYDOWN , ETC.)

4. CIVIL WORK SHOWN ON THIS SITE PLAN IS ASSOCIATED

WITH CLIN 0001.

5. ALL TRENCH WIDTHS ARE APPROXIMATELY 1 METER IN

WIDTH. THE CONTRACTOR MAY NEED TO ADJUST THIS

DIMENSION BASED ON THE SITE CONDITIONS.

SCALE: 1:100A1 SITE PLAN CS100

M . L

_C S1

.d wg

1:100 0 2000 4000

SCALE IN MILLIMETERS

ELECTRICAL RACK

LIGHT POLE

MOGAS OFFLOAD

RACK

MOGAS OFFLOAD

CABINET

LIGHT POLE

MOGAS DISPENSER,

DISP-2

DIESEL DISPENSER,

DISP-4

MOGAS DISPENSER,

DISP-1

DIESEL DISPENSER,

DISP-3

MOGAS/DIESEL DUAL PRODUCT

CONVAULT TANK

DIESEL OFFLOAD

CABINET

SATELLITE FUEL

MASTER, FMS-1

MASTER FUEL

MASTER, FMS-2

METAL STAIRS AND

RAILING (TYP. OF 2)

JP-8 DISPENSER,

DISP-6

JP-8 DISPENSER,

DISP-5

JP-8 CONVAULT

TANK

JP-8 OFFLOAD

CABINET

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

SHEET KEYNOTES:

LEGEND:

ASPHALT PAVEMENT

CONCRETE PAVEMENT

VEGETATION

CONCRETE CURB D1

CS501

CS502

CS501

EEWS

YARD HYDRANT

GENERAL SHEET NOTES:

(SEE NOTE 5)

NEW ELECTRICAL RACK

NOT FOR

CONSTRUCTION

FOR IN

FORMATIO

CS501

M . L

_C S5

.d wg

900mm

MIN. EXISTING AC PAVEMENT

SAWCUT FULL DEPTH

AND TACK COAT

EXPOSED FACE OF

EXISTING AC PAVEMENT

EDGE OF EXISTING AC PAVEMENT

NEW AC PAVEMENT

AGGREGATE BASE COURSE COMPACTED SUBGRADE

PRIME COAT

100mm AC BASE

COURSE

TACK COAT

50mm AC SURFACE

COURSE

COMPACTED SUBGRADE

0m m

AGGREGATE

BASE COURSE

SCALE: NTSF5 TYPICAL ASPHALT CONCRETE (AC) PAVEMENT

SCALE: NTSF1

TYPICAL NEW TO EXISTING AC

PAVEMENT TRANSITION DETAIL

PRIME COAT

EXISTING

UNDERLYING

MATERIAL

1. MINIMUM ASPHALT LIFT THICKNESS SHALL BE 50mm FOR THE SURFACE COURSE AND 100mm FOR ALL OTHER COURSES. THICKNESS OF ASPHALT SHALL MATCH

EXISTING. ASPHALT SHALL BE PER SECTION 32 12 17.

2. AGGREGATE BASE COURSE, THICKNESS SHALL BE A MINIMUM OF 200 MM.

THICKNESS OVER 200 MM SHALL MATCH EXISTING. BASE COURSE SHALL BE PER

SECTION 32 11 23.

3. PRIME COAT SHALL BE APPLIED TO THE BASE COURSE OR SUBGRADE PRIOR TO

PLACEMENT OF THE FIRST ASPHALT LIFT, IN ACCORDANCE WITH SECTION 32 12 13.

4. TACK COAT SHALL BE APPLIED BETWEEN LIFTS OF ASPHALT, IN ACCORDANCE

WITH SECTION 32 12 13.

ASPHALT PAVEMENT REPLACEMENT NOTES:

NOTES:

1. CONCRETE CURBING SHALL MATCH EXISTING.

2. TROWEL FINISH SMOOTH ALL EXPOSED SURFACES.

3. CONCRETE SHALL BE A MINIMUM OF F3.

FINISH ASPHALT/PCC

PAVEMENT GRADE

GRASS

SCALE: NTSD1 CONCRETE HEADER CURB

CONCRETE HEADER CURB

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

m m 600mm UPSLOPE STAKE

600mm DOWNSLOPE STAKE

NATURAL

GROUND

NOTES:

1. PROVIDE FILTER SOCK PER LOCAL STANDARDS OR AS SHOWN AND DESCRIBED

HERE.

2. USE MINIMUM 200mm DIAMETER WOOD FILTER SOCK. FIBER ROLL/FILTER SOCK

MUST CONSIST OF WOOD EXCELSIOR, RICE OR WHEAT STRAW, OR COCONUT

FIBERS ROLLED OR BOUND INTO A TIGHT TUBULAR ROLL.

3. USE MINIMUM 600mm WOODEN STAKES OR SAND BAGS FOR CONCRETE DITCH.

4. INSTALL FILTER SOCK TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND

FILTER SOCK AND SCOUR DITCH SLOPES.

5. PROVIDE A MINIMUM OF TWO UPSLOPE STAKES AT AN ANGLE TO WEDGE FILTER

SOCK TO BOTTOM OF DITCH.

6. FOR AREA INLETS, INSTALL AND MAINTAIN THE FILTER SOCK AROUND THE

CONCRETE/INLET, OVERLAPPING A MINIMUM OF 600 mm.

SCALE: NTSC5 TYPICAL FILTER SOCK INSTALLATION

BASE OF DITCHTOP OF SLOPE

AGGREGATE BASE COURSE

NOT FOR

CONSTRUCTION

FOR IN

FORMATIO

CS502

M . L

_C S5

.d wg

SCALE: NTSF1 CONSTRUCTION JOINT DETAIL

T/ m m m m M

SAWED

JOINT FACE

C O

R U

C T

10mm

6mm MIN

SEALANT DEPTH

13mm ROD

BACK-UP

MATERIAL

SAWED

JOINT FACE

JOINT SEALANT

PAVEMENT

SURFACE

m m M

6m m m m m m M

10mm

6mm MIN

SEALANT DEPTH

13mm ROD

BACK-UP

MATERIAL

SAWED

JOINT FACE

SAWED

JOINT FACE

JOINT SEALANT

PAVEMENT

SURFACE

INITIAL CUT

19mm ± 2mm m m m m

BOND BREAKER

TAPE

PAVEMENT

SURFACE

6mm R (TYP)

JOINT SEALANT

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

TRANSVERSE JOINT

300mm

BAR LENGTH

VARIES

BAR LENGTH

VARIES

LONGITUDINAL JOINT

10mm ± 2mm

THICKNESS OF PCC (T) TIE BAR DIAMETER TIE BAR LENGTH SPACING, O.C.

LESS THAN OR

EQUAL TO 150 mm

12.7 mm (D13) 510 mm 900 mm

GREATER THAN 150 mm 15.875 mm (D16) 750 mm 750 mm

SCALE: NTSF3 EXPANSION JOINT

SCALE: NTSD1

PLAN VIEW POSITION OF TIE

BARS AT EDGE OF JOINT

SCALE: NTSA1 CONTRACTION JOINT

SCALE: NTSC1

TIE BAR SIZE AND SPACING

REQUIREMENTS

6m m m m m m M

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

1. CONCRETE SHALL CONFORM TO SECTION 03 30 00.

2. SEE ELECTRICAL PLAN SHEETS FOR DUCTBANK AND UTILITY LOCATIONS.

3. COMPACT AND TEST BACKFILL MATERIALS AROUND AND ABOVE UTILITY PER SPECIFICATIONS.

4. DEFORMED REBAR SHALL BE SPACED AT 300 mm ON CENTER AND PLACED ON MANUFACTURED CHAIRS.

5. SEE D1, C1, AND E5 FOR ADDITIONAL SPACING AND CONSTRUCTION DETAILS.

6. ALL TRENCH WIDTHS ARE APPROXIMATELY 1 METER IN WIDTH. THE CONTRACTOR MAY NEED TO ADJUST

THIS DIMENSION BASED ON THE SITE CONDITIONS.

NOTES:

EXISTING

BASE/SUB-BASE

PCC PATCH/RESURFACING,

THICKNESS TO MATCH EXISTING

REINFORCEMENT, SEE TABLE

SAW AND SEAL NEW

CONSTRUCTION JOINT

TIE BAR CLEARANCE AT EDGE OF

PANEL SHALL BE A MINIMUM OF 1/2 TO

MAXIMUM OF 3/4 OF THE BAR SPACING

TIE BARS SHALL BE EPOXYED INTO

DRILLED HOLES HAVING A DIAMETER OF

3MM LARGER THAN THE BAR DIAMETER.

SCALE: NTSE5 PCC PAVEMENT REPLACEMENT OVER UTILITY TRENCH

SCALE: NTSD3 HINGED CONSTRUCTION JOINT

SAW CUT 1m FROM JOINT

AND PARALLEL TO JOINT

EXISTING JOINT

TO BE SAW CUT

BACKFILL AROUND AND ABOVE

ELECTRICAL DUCTBANK WITH

AGGREGATE BASE COURSE

EXISTING JOINT (TYP.) LIMITS OF REMOVAL AND

REPLACEMENT FOR

CONDUIT INSTALLATION

CUT IN EXISTING

CONTRACTION JOINTS

IN SAME LOCATION

TIE BAR INTO

EXISTING PCC

CS502

PCC REPLACEMENT THICKNESS (T)

LESS THAN OR EQUAL TO 150 mm

GREATER THAN 150 mm

BAR DIAMETER

9.5 mm (D10)

12.7 mm (D13)

BAR SPACING

300 mm O.C.

LOCATION FROM TOP OF SLAB

T/4 + 25 mm

TIE BAR

D10 OR D13 DEFORMED

REINFORCING BARS

EXISTING

BASE/

SUB-BASE

NOT FOR

CONSTRUCTION

FOR IN

FORMATIO

MH-###

ELECTRICAL MANHOLE, T3 = TYPE 3

PLAN SYMBOLS

INDICATES A CONDUIT CONCEALED IN FLOOR EMBEDDED

IN CONCRETE OR UNDERGROUND DIRECT BURIED

HOMERUN TO PANEL "LP1". "3" IS THE CIRCUIT NO.

INDICATES A CONDUIT IS EXPOSED

LIQUIDTIGHT FLEXIBLE CONDUIT

EXPLOSION-PROOF FLEXIBLE COUPLINGXXXXXX

CONDUIT OR CIRCUIT CONTINUED

ON ANOTHER PLAN OR VIEW

CONDUIT TURNED DOWN

CONDUIT TURNED UP

STUBBED AND CAPPED CONDUIT

GROUNDING CONNECTION, EXOTHERMIC WELD

GROUNDING CONNECTION, BOLTED

PLAN SYMBOLS CONTINUED

DIAGRAM SYMBOLS

XOO

OOX

A B

GROUND ROD

AIR TERMINAL

GROUND COUNTERPOISE 100mm² BARE CU

(BELOW GRADE OR IN PIER BARRIER)

G 50mm² BARE CU (ABOVE GRADE)

GROUND REEL

MAIN AND DOWN CONDUCTORS

(LIGHTNING PROTECTION SYSTEMS)

GROUND BUS BAR

GFI

L1-#

UE UE ELECTRICAL DUCTBANK, CONCRETE ENCASED

CHH-##

COMMUNICATIONS HANDHOLE, T3 = TYPE 3

SINGLE POLE TOGGLE SWITCH, 20A, 120/277VAC, OC = OCCUPANCY

SENSOR, WP = WEATHERPROOF, 3 = 3-WAY SWITCHING, BY = OCCUPANCY

SENSOR BYPASS

UNLESS OTHERWISE INDICATED, SWITCH CONTROLS ALL LUMINAIRES

WITHIN THE SAME ROOM.

OCS

ENCLOSURE

DRAWOUT CONNECTION

LOAD BREAK ELBOW

LIGHTNING ARRESTOR.

NUMBER OF UNITS INDICATED.

TRANSFER SWITCH

AS NOTED

MOTOR STARTER

NEMA SIZE AS NOTED

DIAGRAM SYMBOLS CONTINUED

ABBREVIATIONS

A AMPERES (AMP)

AC ALTERNATING CURRENT

AF AMPS FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFHE AUTOMATED FUEL HANDLING

EQUIPMENT

AIC AMPERE INTERRUPTING CAPACITY

AMI ADVANCED METERING

INFRASTRUCTURE

APPROX APPROXIMATE

AST ABOVE GROUND STORAGE TANK

AT AMPS TRIP

ATG AUTOMATIC TANK GAUGING

BCGC BARE COPPER GROUND

CONDUCTOR

C CONDUIT

CKT CIRCUIT

COM COMMUNICATION

COTR CONTRACTING OFFICER'S

TECHNICAL REPRESENTATIVE

CPT CONTROL POWER TRANSFORMER

CU COPPER

DB DUCTBANK

DC DIRECT CURRENT

DCW DOMESTIC COLD WATER

DPDT DOUBLE POLE DOUBLE THROW

DS DISCONNECT SWITCH

DT DENSITY TRANSMITTER

DWH DEMAND WATT-HOUR

EFSO EMERGENCY FUEL SHUTOFF

EGC EQUIPMENT GROUNDING

CONDUCTOR

EHH ELECTRICAL HANDHOLE

EMH ELECTRICAL MANHOLE

ERx EMERGENCY POWER DOWN RELAY

EOL END OF LINE

EPDS EMERGENCY POWER DOWN

SYSTEM

EXP / EP INDICATES EXPLOSION PROOF

EQUIPMENT CLASS I, GROUP D

HAZARDOUS AREA

FCV FLOW CONTROL VALVE

FLA FULL LOAD AMPS

FO FIBER OPTIC

FT FEET, FLOW TRANSMITTER

GFEP GROUND FAULT EQUIPMENT

PROTECTION

GFI GROUND FAULT INTERRUPTER

GLT PLASTIC COATED RGS CONDUIT

GND GROUND

GRS GALVANIZED RIGID STEEL

GVFF GROUND VEHICLE FUELING

FACILITY

HIVE HEAVY WALL RIGID PVC CONDUIT

HP HORSEPOWER

HS HAND SWITCH

HZ HERTZ

I/O INPUT/OUTPUT

INCL INCLUDING

INST INSTRUMENT / INSTRUMENTATION

JY SOLENOID

KVA KILOVOLT-AMPS

KAIC KILOAMPS INTERRUPTING

CAPACITY

KW KILOWATT

LD LEAK DETECTION

LFMC LIQUID-TIGHT FLEXIBLE METAL

CONDUIT

LS LEVEL SWITCH

LSH LEVEL SWITCH, HIGH

LSHH LEVEL SWITCH, HIGH-HIGH

LSL LEVEL SWITCH, LOW

LSLL LEVEL SWITCH, LOW-LOW

LT LEVEL TRANSMITTER

LTG LIGHTING

MCC MOTOR CONTROL CENTER

ME MOISTURE ELEMENT

MIN MINIMUM

MOV MOTOR OPERATED VALVE

MPC MINI-POWER CENTER

MWTS MOTOR WINDING TEMPERATURE

SWITCH

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NO NORMALLY OPEN

OS OCCUPANCY SENSOR

P POLE

PB PANELBOARD / PUSHBUTTON

PC PHOTOCELL

PCP PUMP CONTROL PANEL

PDS DIFFERENTIAL PRESSURE SWITCH

PH PHASE

PIT PRESSURE INDICATING

TRANSMITTER

PLC PROGRAMMABLE LOGIC

CONTROLLER

PT PRESSURE TRANSMITTER

PR PAIR

PRI PRIMARY

PVC POLYVINYL CHLORIDE

RTD RESISTANCE TEMPERATURE

DEVICE

RTRC REINFORCED THERMOSETTING

RESIN CONDUIT

RGS RIGID GALVANIZED STEEL

CONDUIT

Smep STARTER - MANUAL/EXPLOSION

PROOF

SPD SURGE PROTECTION DEVICE

STP STRIPPER PUMP

SW SWITCH

SWP STORM WATER PUMP

SYM SYMMETRICAL

TEMP TEMPERATURE

TLP TANK LEVEL PANEL

TS TEMPERATURE SWITCH

TSH TEMPERATURE SWITCH HIGH

TSP TWISTED SHIELDED PAIR

TT TEMPERATURE TRANSMITTER

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

UTP UNSHIELDED TWISTED PAIR

V VOLTS

VE RIGID PVC CONDUIT

WP WEATHERPROOF

XFMR TRANSFORMER

1. SYMBOL SIZE DOES NOT IMPLY EQUIPMENT SIZE, UON.

2. MOUNTING HEIGHT INDICATED IN LEGEND AND ON THE OTHER DRAWINGS

SHALL BE THE DISTANCE MEASURED FROM THE CENTER OF DEVICE TO THE

FINISHED FLOOR OR GRADE.

3. MOUNTING HEIGHT FOR LIGHT FIXTURES SHALL BE FROM THE BOTTOM OF THE

FIXTURE TO THE FINISHED FLOOR OR FINISHED GRADE.

4. NOT ALL SYMBOLS SHOWN ON THIS SHEET ARE USED IN THIS PROJECT.

5. COORDINATE ALL NEW DUCTBANKS WITH OTHER UTILITIES IN THE AREA.

6. PROVIDE AN INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR FOR

ALL CIRCUITS IN CONDUITS OR RACEWAYS.

7. ALL ELECTRICAL WORK AND MATERIAL IS NEW, AND PROVIDED BY THE

CONTRACTOR UNLESS INDICATED OTHERWISE.

8. ALL CONDUIT SIZES NOTED ON THE DRAWINGS ARE A MINIMUM SIZE, CONDUIT

SIZES SHALL BE ADJUSTED AS REQUIRED BASED ON CONDUIT MATERIAL

LIMITATIONS TO MAINTAIN ALL REQUIRED FILL CAPACITIES.

GENERAL NOTES: APPLICABLE TO ALL

ELECTRICAL FUELING SHEETS

LP1-3

GROUND TEST BOX

POLE MOUNTED LUMINARE,

WITH LETTER INDICATING FIXTURE TYPE

JUNCTION BOX

MOTOR

ALARM HORN EQUIPMENT CONNECTION

AS NOTED

WALL PACK

LIGHT FIXTURE WITH

BATTERY BACKUP

HEATER AS

NOTED/INDICATED

PHOTOCELL

3 POSITION SELECTOR SWITCH:

X REPRESENTS CLOSED AND O REPRESENTS

OPEN IN VARIOUS SWITCH POSITIONS

FLOW SWITCH, NORMALLY OPEN, CLOSED ON

DETECTION OF FLOW.

NORMALLY OPEN TIME DELAY RELAY CONTACT, DELAY

ON DEENERGIZATION

TIME DELAY RELAY CONTACTS, DELAY ON ENERGIZATION

(A) NORMALLY CLOSED

(B) NORMALLY OPEN

LIMIT SWITCH, NORMALLY OPEN

LIMIT SWITCH, NORMALLY CLOSED

LEVEL SWITCH, NORMALLY OPEN

LEVEL SWITCH, NORMALLY CLOSED

OVERLOAD

INDICATING LIGHTS, RED, GREEN

TEMPERATURE SWITCH

FUSE

EXPULSION FUSE

TRANSFORMER

PUSHBUTTON, MOMENTARY, NORMALLY OPEN,

NORMALLY CLOSED

RELAY, CONTACT (NORMALLY OPEN)

CIRCUIT BREAKER

MOTOR (HP SIZE AS INDICATED)

DASHED LINE INDICATES WIRING REMOTE FROM DEVICE.

WIRE COLOR DESIGNATION: B-BLACK, R-RED, BL-BLUE, ETC.

SOLID LINE INDICATES CIRCUITRY WITHIN THE DEVICE.

HEATER

TRANSFORMER, DELTA PRIMARY

GROUNDED WYE SECONDARY

100AF (BREAKER FRAME RATING AS INDICATED).

3P (# OF PHASES AS INDICATED). 150-580AT (BREAKER

INSTANTANEOUS TRIP SETTING RANGE AS INDICATED).

COMBINATION MOTOR CIRCUIT PROTECTOR AND

SINGLE SPEED, FULL VOLTAGE, NON-REVERSING,

MAGNETIC STARTER WITH CONTROL POWER

TRANSFORMER (NEMA SIZE AS INDICATED).

SOLENOID VALVE COIL

CONNECTION

DISCONNECT SWITCH

CONTACTOR

HAND-OFF-AUTOMATIC SELECTOR SWITCH

(A)CONTACT-NORMALLY OPEN

(B)CONTACT-NORMALLY CLOSED

GROUND CONNECTION

100AF, 3P

150-580AT

HORN/STROBE COMBINATION

SMOKE DETECTOR

DUPLEX CONVENIENCE RECEPTACLE, 2 POLE 3 WIRE,

GROUNDING TYPE, 20A, 125V, NEMA 5-20R. MOUNT 18"

AFG UNLESS OTHERWISE NOTED. WP = WEATHERPROOF

IN USE, GFI = GROUND FAULT INTERRUPTING, L1-# =

PANEL NAME-CIRCUIT NUMBER

TELEPHONE, MOUNTED 48" AFF TO CENTER,

WEATHERPROOF WHERE INDICATED.

EXPLOSION-PROOF CONDUIT SEAL

EXPLOSION-PROOF CONDUIT UNION

COMBINATION MOTOR STARTER

EMERGENCY FUEL SHUTOFF STATION, LETTER

INDICATES TYPE

FLOW SWITCH

HAND SWITCH

LEVEL TRANSMITTER

TEMPERATURE TRANSMITTER

SOLENOID

TEMPERATURE SWITCH

EMERGENCY POWER OFF SWITCH

LEVEL SWITCH, LOW

LEVEL SWITCH, LOW-LOW

LEVEL SWITCH, HIGH

LEVEL SWITCH, HIGH-HIGH

DISCONNECT SWITCH

EXIT SIGN

UC UC COMMUNICATIONS DUCTBANK, CONCRETE ENCASED

LSL

LSLL

LSH

LSHH

M PC

H O A

SRx

PERSONNEL GROUNDING TOUCHPAD

OR OR

LIGHT FIXTURE. TYPE AS

INDICATED ON PLANS AND

LIGHT FIXTURE SCHEDULE

SPECIAL RECEPTACLE (REFER TO

DRAWINGS FOR NEMA CONFIGURATIONS)

COMMUNICATIONS OUTLET

TEMPERATURE SWITCH HIGHTSH

MULTIVARIABLE TRANSMITTERUT

LEAK DETECTORLD

FLOW TRANSMITTERFT

JYOR

HATCHING INDICATES

DEMOLITION

EPO

TTOR

LTOR DISCONNECTING MEANS GENERAL INFORMATION

VOLTAGE RATING600V

D30/F30

TYPE (D=DISCONNECT, S=STARTER,

MS=MOTOR RATED SW)

CB=ENCLOSED CIRCUIT BREAKER

FRAME SIZE (AMPS)

CIRCUIT NUMBER(S)

FUSE SIZE (IF NOT INDICATED, ASSUME

NON-FUSED)

RP-###

PANEL DESIGNATION

DISCONNECT SWITCH / MOTOR CONTROLLER

/ ENCLOSED CIRCUIT BREAKER SYMBOL

(DISCONNECT SWITCHES / MOTOR CONTROLLERS /

ENCLOSED CIRCUIT BREAKERS)

CONTRACTOR PHASING REQUIREMENTS

1. CONTRACTOR SHALL PHASE CONSTRUCTION AT EACH SITE SUCH THAT OPERATIONAL CAPABILITIES ARE MAINTAINED THROUGHOUT CONSTRUCTION.

2. ANY WORK TO BE PERFORMED THAT WILL RESULT IN EQUIPMENT DOWNTIME GREATER THAN 2 HOURS SHALL BE FULLY COORDINATED WITH BASE

OPERATORS PRIOR TO PERFORMING WORK.

3. PHASE WORK SUCH THAT NO TWO DISPENSERS OR SUBMERSIBLE PUMPS OF THE SAME FUEL TYPE ARE OUT OF SERVICE SIMULTANEOUSLY, WHERE

APPLICABLE.

4. WORKING AREAS SHALL BE CONSOLIDATED WITH MINIMAL FOOTPRINT TO PERFORM THE WORK. A MAXIMUM OF TWO DISPENSERS MAY BE AFFECTED AT ANY GIVEN TIME FOR DUCTBANK CONSTRUCTION AND ABOVEGROUND CONDUIT ROUTING, WHERE APPLICABLE.

CONTROL PANEL, PANELBOARD, OR EQUIPMENT,

AS INDICATED

TV OUTLET

EQUIPMENT TERMINALS, PATTERN INDICATES

ENCLOSURE CONTAINING TERMINAL

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

E-001

D , A

N S

N O

M M

AW XF

-1

-0

.d wg

FOR IN

FORMATIO

M FS M JY M JYM JY

E E

E E E

E E

E E E

E E

W W

E E E E

E E

E E E E E E

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

CLIN 0001: DISCONNECT AND REMOVE ALL WIRING AND

ALL ABOVE GRADE CONDUIT FROM ALL DISPENSERS

AND ALL FUELMASTERS BACK TO PANEL L,

ASSOCIATED SUBMERSIBLE PUMPS, AND ASSOCIATED

ANTI-SIPHON SOLENOIDS. ALL DISPENSERS,

FUELMASTERS, SUBMERSIBLE PUMPS, AND

ANTI-SIPHON SOLENOIDS TO REMAIN.

DISCONNECT AND REMOVE EFSO STATION WITH ALL

ASSOCIATED SIGNAGE, WIRING, AND ABOVE GRADE

CONDUIT BACK TO PANEL L.

11. REFER TO DRAWING E-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. SEE SPECIFICATION 01 20 00 FOR CONTRACT LINE ITEM NUMBER

(CLIN) SCHEDULE AND DESCRIPTION.

NOTES: KEYED NOTES:

EXISTING ELECTRICAL RACK

MOGAS

OFFLOAD MOTOR

FLOW SWITCH, MOGAS

RECEIPT PIPING

LIGHT POLE

MOGAS

OFFLOAD RACK

LIGHT POLE

EFSO STATION

AND SIGN

PANEL "P"

PANEL "L"

LIGHTING CONTACTOR PHOTOCELL

MOGAS DISPENSER,

DISP-2

DIESEL DISPENSER, DISP-4

MOGAS

DISPENSER,

DISP-1

DIESEL

DISPENSER,

DISP-3

MOGAS/DIESEL DUAL PRODUCT

CONVAULT TANK (630A & 630B)

DIESEL OFFLOAD

CABINET

SATELLITE

FUELMASTER, FMS-1

METAL STAIRS AND

RAILING (TYP. OF 2)

JP-8 DISPENSER, DISP-6

JP-8 DISPENSER, DISP-5

JP-8 CONVAULT TANK (630C)

JP-8 OFFLOAD

CABINET

1 1

BUILDING 630

APPROX HEIGHT - 4m

MOGAS

OFFLOAD MOTOR

STARTER

GENERAL: NOTE THAT ONLY THOSE AREAS THAT

WERE SAMPLED AND IDENTIFIED AS CONTAINING

HAZARDOUS MATERIALS ARE NOTED ON THE

DRAWING; HOWEVER, LIKE MATERIALS SHOULD BE

ASSUMED TO CONTAIN HAZARDOUS MATERIALS AS

WELL. FOR SAMPLES IDENTIFIED BELOW, REFER

TO ASBESTOS & LEAD PAINT SURVEY IN

SPECIFICATION SECTION 01 57 19 FOR MORE

DETAILS.

CREAM PAINT ON THE CONCRETE ROOF (GROUND

STATION) OF FACILITY 630 CONTAINS LEAD

(SAMPLE 52L-630).

WHITE PAINT/GREEN PRIMER ON THE METAL

CONDUIT ON THE TOP EXTERIOR OF FACILITIES

630A AND 630B (DIESEL/MOGAS TANK) CONTAINS

LEAD (SAMPLE 54L-642B).

GRAY PAINT/WHITE PRIMER ON THE METAL DIESEL

PIPE SUPPORT ON THE TOP EXTERIOR OF

FACILITIES 630A AND 630B (DIESEL/MOGAS TANK)

CONTAINS LEAD (SAMPLE 55L-642B).

OFF-WHITE PAINT ON THE METAL CONDUIT ON THE

EXTERIOR OF FACILITY 630C (JP-8) CONTAINS LEAD

(SAMPLE 56L-642B).

GRAY PAINT/RED PRIMER ON THE METAL PUMP

MOTOR FRAME ON THE EXTERIOR OF FACILITY

630A (MOGAS) CONTAINS LEAD (SAMPLE 57L-642B).

CREAM PAINT ON THE CONCRETE 630B DIESEL

TANK EXTERIOR CONTAINS LEAD (SAMPLE

58L-642B).

HAZARDOUS MATERIALS NOTES:

C E

F D

1:100 0 2000 4000

SCALE IN MILLIMETERS

SCALE: 1:100

ELECTRICAL DEMOLITION PLANA1

JP-8 ANTI-SIPHON

SOLENOID

JP-8 SUBMERSIBLE

PUMP

DIESEL ANTI-SIPHON

SOLENOID

DIESEL

SUBMERSIBLE PUMP

MOGAS ANTI-SIPHON

SOLENOID

MOGAS

SUBMERSIBLE

PUMP MOGAS OFFLOAD

CABINET

ED101

O N

M M

AW XF

-1

.d wg

MASTER

FUELMASTER,

FMS-2

FOR IN

FORMATIO

U E

M JY M JYM JY

E E

E E E E

E E E

E E

W W

E E E E

E E

E E E E E E

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

MOGAS

DISPENSER, DISP-2

DIESEL

DISPENSER, DISP-4

MOGAS

DISPENSER, DISP-1

DIESEL

DISPENSER, DISP-3

JP-8 DISPENSER,

DISP-6

JP-8 DISPENSER,

DISP-5

JP-8 CONVAULT

TANK

MOGAS/DIESEL DUAL

PRODUCT CONVAULT TANK

1. HAZARDOUS AREAS WITHIN THIS DRAWING SET ARE BASED

ON ARTICLE 500, 501, 514 AND 515 IN NFPA 70: NATIONAL

ELECTRICAL CODE (2023), API RECOMMENDED PRACTICE

500 (JUN 2023), AND UFC 3-460-01 DESIGN: PETROLEUM FUEL

FACILITIES, CHANGE 3, 8 JUNE 2023. NEW OR MODIFIED

ELECTRICAL EQUIPMENT ASSOCIATED WITH THIS PROJECT

ARE DESIGNED IN ACCORDANCE WITH APPLICABLE CODES

INCLUDING NFPA 70. EXISTING EQUIPMENT OUTSIDE OF

THE PROJECT SCOPE HAVE NOT BEEN MODIFIED.

2. THE PRODUCTS DISTRIBUTED AT THIS FACILITY ARE:

· DIESEL

· MOGAS

· JP-8

PER UFC 3-460-01 2-11.1 THESE FUELS UNDER PRESSURE

SHALL BE TREATED AS FLAMMABLE LIQUIDS.

NOTES:

POSITION AND NUMBER OF VENTS, MANWAYS, ETC.

TO BE CONFIRMED IN THE FIELD PRIOR TO ANY

INSTALLATION.

SPACE ABOVE FUEL AND WITHIN THE TANK SHELL

IS A CLASS I, DIVISION 1 AREA.

ALL SPACE WITHIN DISPENSER ENCLOSURE IS A

CLASS I, DIVISION 1 AREA.

KEYED NOTES:

LEGEND:

MOGAS

OFFLOAD

MOTOR AND

FLANGES

3A4 E-051

TRENCH DRAIN

BUILDING 630

CLASS I, DIVISION 1, GROUP D,

(REQUIRES T3 (200 DEG. C

MAXIMUM SURFACE TEMP.)

RATED MOTORS/EQUIPMENT)

CLASS I, DIVISION 2, GROUP D,

(REQUIRES T3 (200 DEG. C

MAXIMUM SURFACE TEMP.)

RATED MOTORS/EQUIPMENT)

NON-CLASSIFIED

A4 E-051

A1 E-051

C4 E-051

A4 E-051

A1 E-051

C6 E-051

SCALE: 1:75

HAZARDOUS AREA PLANA1

1:75 0 750 1500 3000

SCALE IN MILLIMETERS

OIL/WATER

SEPARATOR

OFFLOAD

TRUCKS

(TYP)

E6 E-051

E-011

O U

M M

AW XF

-1

-0

.d wg

FOR IN

FORMATIO

0m m

1m RADIUS 1.5m RADIUS

GRADE

SOURCE

ENCLOSURE

GRADE

0m m

BELOW GRADE

LOCATION SUCH

AS SUMP OR

TRENCH

BELOW GRADE

LOCATION SUCH AS

SUMP OR TRENCH

4.5m

ABOVEGROUND

STORAGE TANK

VENT

1.5m RADIUS 3m RADIUS

MANUAL

GAUGING

HATCH

MANWAY (TYP)

3m RADIUS

1.5m RADIUS

(TYP)

450mm (TYP)

0m m (T

1.5m RADIUS

DISPENSER CABINET

5 5

0m m

4.5m

TRENCH DRAIN USED

FOR CONTAINMENT

GRADE

1m EXTENDING IN

ALL DIRECTIONS

POINT OF

CONNECTION

GRADE

0m m

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

SCALE: NTS

STRAINERS / FILTER SEPARATOR / FUEL

BUCKET DRAIN/SUMP SEPARATORC1 SCALE: NTS

PUMPS & PIPING WITH VALVES, SCREWED

FITTINGS, FLANGES OR SIMILAR

ACCESSORIES - OUTDOORSC4 SCALE: NTS

BELOW GRADE TRENCH DRAIN -

OUTDOORSC6

SCALE: NTS

TYPICAL ABOVEGROUND HORIZONTAL STORAGE TANKA1 SCALE: NTS

TYPICAL DISPENSERA4

SCALE: NTS

FUEL TRUCK HAZARDOUS AREAE6

POSITION AND NUMBER OF VENTS, MANWAYS, ETC.

DEPENDENT ON TANK FABRICATOR.

SPACE WITHIN THE TANK SHELL IS A CLASS I, DIVISION 1

AREA.

UP TO 450mm ABOVE GRADE LEVEL, EXTENDING 6m

HORIZONTALLY IN ALL DIRECTIONS FROM DISPENSER

ENCLOSURE IS CONSIDERED CLASS I, DIVISION 2.

ENTIRE SPACE WITHIN ANY PIT OR BELOW GRADE

LEVEL, ANY PART OF WHICH IS WITHIN A DIVISION 1, OR

DIVISION 2 CLASSIFIED LOCATION IS CONSIDERED

CLASS I, DIVISION 1.

ENTIRE SPACE WITHIN DISPENSER CABINET AND

UNDER DISPENSER IN CONTAINMENT SUMP IS

CONSIDERED CLASS I, DIVISION 1.

ENTIRE SPACE WITHIN TRENCH DRAIN IS CONSIDERED

CLASS I, DIVISION 1 IF ANY PART OF THE TRENCH DRAIN

IS LOCATED BELOW A DIVISION 1 OR DIVISION 2

CLASSIFIED LOCATION.

NOTES:

1. REFER TO E-001 FOR LEGEND, GENERAL NOTES AND

ABBREVIATIONS.

2. THIS SHEET REPRESENTS GENERAL IDENTIFICATION OF

HAZARDOUS AREA CLASSIFICATIONS. REFER TO

SPECIFICATIONS, API 500, AND NEC ARTICLES 500, 501,

514 AND 515 FOR ADDITIONAL REQUIREMENTS.

KEYED NOTES:

CLASS I, DIVISION 1, GROUP D,

(REQUIRES T3 (200 DEG. C MAXIMUM

SURFACE TEMP.)

RATED MOTORS/EQUIPMENT)

CLASS I, DIVISION 2, GROUP D,

(REQUIRES T3 (200 DEG. C MAXIMUM

SURFACE TEMP.)

RATED MOTORS/EQUIPMENT)

NON-CLASSIFIED

LEGEND:

E-051

O U

M M

AW XF

-1

-0

.d wg

FOR IN

FORMATIO

E E E

E E

W W

E E E E

E E

E E E E E E

U E

M JY M JYM JY

JJJ

C R

O N

N N

C O

N O

2 3 4 5 6 7 8 9 10

SHEET ID

E D

D B

C H

D B

D R

B Y:

N S

M cD

O N

S C

Y, M

R I 6

U S

Y C

O R

S U

M A, J

- -AL

R N

US Army Corps of Engineers

D W

C F

N M

A M

N R

R S

M C

N M

A, O

A, J

F U

M A

- F U

G S

M R

REVISED CORRECTED FINAL

NOT FOR

CONSTRUCTION

CLIN 0003: PROVIDE SUPPLEMENTAL GROUNDING

CONNECTION 60mm2 COPPER GROUNDING

CONDUCTOR, FROM MOTOR FRAME USING BOLTED

CONNECTION TO EXISTING MOGAS OFFLOAD

CABINET GROUNDING.

CLIN 0003: PROVIDE CONDUIT SEAL FITTING AND

SEALING COMPOUND IN CONDUIT ROUTING TO

EXISTING MOGAS OFFLOAD MOTOR. SEAL FITTING

SHALL BE INSTALLED SUCH THAT NO UNIONS,

COUPLINGS, BOXES, OR OTHER FITTINGS EXCEPT

FOR A LISTED…

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 Oct 10, 2025.