A.8.6_Am-0008_Drawings.pdf

US Army Corps of Engineers

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1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

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JAPAN DISTRICT U.S. ARMY CORPS OF ENGINEERS

AM#8 - OKA001 (P801) 30 NOV 2015

OKINAWA, JAPAN

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EXISTING TRANSFORMER

RELOCATE PER ELECTRICAL PLANS

EXISTING LHD

EXISTING ACCESS ROAD

EXISTING ACCESS ROAD, TO BE ABANDONED

EXISTING ACCESS ROAD THIS PORTION TO BE ABANDON

EXISTING ACCESS ROAD

EXISTING TOWER

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EL=23.81

B-1

EL=23.93

B-2

EL=19.34

BS-13

EL=18.73

BS-4

EL=20.85

BS-12

EL=22.62

BS-23

EL=23.07

BS-11

EL=22.57

BS-3

EL=23.97

BS-22

EL=23.97

BS-21

EL=25.15

BS-28

EL=24.54

BS-20

EL=25.10

BS-27

EL=28.02

BR-1

EL=30.53

BR-2

EL=29.90

BR-3

EL=25.02

BS-26

EL=24.55

BS-18

EL=23.85

BS-19

EL=23.20

BS-10

EL=22.68

BS-2

EL=21.38

BS-1

EL=23.10

BS-9

EL=23.86

BS-17

EL=23.36

BS-8

EL=24.51

BS-16

EL=25.11

BS-25

EL=24.15

BS-15

EL=21.43

BS-14

EL=20.71

BS-7

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EXISTING 600 CP CULVERT

AND HEADWALLS TO BE

DEMOLISHED

TWO EXISTING 450 CP

CULVERT AND HEADWALLS

TO BE DEMOLISHED

EXISTING ACCESS ROAD,

TO BE ABANDONED

PROTECT EXISTING POWER MANHOLE

SEE ELECTRICAL PLANS

EXISTING EARTHEN FUEL BERMS & PARKING TO BE

DEMOLISHED

EXISTING 850mm CP CULVERT

TO REMAIN, PROTECT FROM DAMAGE

AM2 MATTING AND LIGHTING

EXISTING 900mm CP CULVERT

TO REMAIN

COBBLE/ROCK MATERIAL

US Army Corps of Engineers

A

B

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1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

10 2020 40 60

SCALE: 1:1000

SITE DEMOLITION

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PROJECT LIMITS

WITH FLAGGING, SEE NOTE 2

WATER SUPPLY POINT

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

40 8080 160 240

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G-103

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SCALE: 1:4000

PROJECT LIMITS

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1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

15 3030 60 90

SCALE: 1:1500

LHD AIRFIELD LAYOUT

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1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

NOTES:

1. STRIPING BASED ON CENTER OF STRIPE.

2. SEE CI DRAWINGS FOR MARKING DETAILS.

3. GROUND ROD WITH PITS TYPICAL, SEE E-150.

SCALE: 1:500

APRON LAYOUT

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300 MM

TYP.

300 MM MIN. CLASSIFIED

MATERIAL 95% COMPACTION

PREPARE AND COMPACT TOP 150 MM OF

EXISTING SUBGRADE TO 90 % COMPACTION

UNCLASSIFIED

MAT'L, 85% COMP.

1200 MM

100 MM P.C.C. W/ 6x6

W2.0 X W2.0

CENTERED IN SLAB

VARIES

SEE PLANS

50 MM MINIMUM

3000 MM

14000 MM

10400 MM

1800 MM

30700 MM

51600 MM

1800 MM

900 MM

10400 MM

1800 MM

3000 MM

900 MM

1800 MM

10400 MM

1800 MM

900 MM

3000 MM

5200 MM

10400 MM

1800 MM

NOTE:

1. ALL FILL SHALL BE CLASSIFIED MATERIAL COMPACTED TO 95% PER SPECIFICATIONS

2. DAYLIGHT DRAINS. ENSURE BALL VALVES ARE ACCESSIBLE.

MANHOLE DEPTHS

VARY WITH INVERT

ELEVATIONS

D 13 @ 150mm

D 13 @ 150mm

D 13 @ 150mm

D 13 @ 150mm

D 19 CONT @ 200mm

D 19 @ 200mm

SEE PLANS FOR

INVERT ELEVATIONS

NOTES

1. PRECAST TRENCHES AND GRATING ARE ALLOWED PROVIDED IT MEETS THE AIRFIELD LOADING

CRITIERIA BELOW AND THE SAME FLOW CAPACITY. PRECAST SYSTEMS MUST BE APPROVED BY

COR. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 AND THE CONCRETE SHALL BE 28MPa.

3. ALL TRENCHES SHALL BE AIRCRAFT RATED AND SHALL BE PROVIDED WITH A P-5 TYPE C GRATE

(PARALLEL BAR GRATE WITH BARS AT 50 CM CENTER TO CENTER SPACING IN SHORT DIRECTION).

THE COVER SHALL BE CAST FLUSH WITH THE TOP OF THE MANHOLE SLAB. THE MANHOLE

COVERS SHALL MEET A LOADING OF 37325 KG AND 1.7 MPa. SPANS OVER 0.61 M SHALL APPLY A

28000 KG LOAD RATING.

4. THE STRUCTURES SHALL BE LOCATED AS SHOWN ON THE PLAN SHEETS.

5. PROVIDE A CLEAR COVER OF 38mm FOR BARS UNLESS NOTED OTHERWISE.

6. THE TOP OF THE STRUCTURES SHALL BE FLUSH WITH THE SURROUNDING GRADE.

7. ADJUSTMENTS MAY BE REQUIRED FOR GRATE MANUFACTURERS REQUIREMENTS.

L-150x100x6T ANGLENEEHAH R-4990 AIRPORT BOLTED

TRENCH, OR APPROVED EQUAL, SEE

NOTES FOR GRATING

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

D E

T A

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S

CS504

D E

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C I V

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E

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Scale: NTS

WALKWAY

C4

Scale: NTS

CONCRETE BERM DETAIL

B1

Scale: NTS

CONCRETE FUEL BERMS

A3

Scale: NTS

CRACK CONTROL JOINT

A1

Scale: NTS

TRENCH DRAIN

C1

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7.5 1515 30 45

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

SCALE: 1:750

SITE JOINT LAYOUT PLAN

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HTC NON-REINFORCED CONCRETE

HTC CONTINUOUSLY REINFORCED CONCRETE

PCC PAVEMENT

A

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M

2.5 55 10 15 of Engineers

A

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C

D

1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

SCALE: 1:250

LHD JOINT LAYOUT 1

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D A

CTJ CONTRACTION JOINT (SEE CP 501 & CP503)

DSJ DOWELED CONSTRUCTION JOINT (SEE CP503)

TEJ THICKENED EDGE EXPANSION JOINT (SEE CP502)

CSJ CONSTRUCTION JOINT (HTC ONLY, SEE CP502)

EJ EXPANSION JOINT (TOWER ONLY, SEE CP502)

R REINFORCED SLAB (SEE CP503)

HTC NON-REINFORCED CONCRETE

HTC CONTINUOUSLY REINFORCED CONCRETE

PCC PAVEMENT

A

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G E

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A

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1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

Scale: 1:250

LHD JOINT LAYOUT 2

A1

2.5 55 10 15

P L

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CP103

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D A

CTJ CONTRACTION JOINT (SEE CP 501 & CP503)

DSJ DOWELED CONSTRUCTION JOINT (SEE CP503)

TEJ THICKENED EDGE EXPANSION JOINT (SEE CP502)

CSJ CONSTRUCTION JOINT (HTC ONLY, SEE CP502)

EJ EXPANSION JOINT (TOWER ONLY, SEE CP502)

R REINFORCED SLAB (SEE CP503)

S E

E

C

P

F

N

G I T

U D

I N

I N

T

D

I M

E N

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N S

PCC PAVEMENT

A

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G E

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0.6 1.21.2 2.4 3.6 of Engineers

A

B

C

D

1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

SCALE: 1:60

HTC REBAR AND JOINT LAYOUT

A1

P L

A N

S

CP106

H T

C

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I N

T

L

A Y

O U

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C I V

V

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K

M

C I N

A L L Y

K M

E

N H

J R

S

H A

F E

R

J

S

A U

C E

D A

CTJ CONTRACTION JOINT (SEE CP 501 & CP503)

DSJ DOWELED CONSTRUCTION JOINT (SEE CP503)

TEJ THICKENED EDGE EXPANSION JOINT (SEE CP502)

CSJ CONSTRUCTION JOINT (HTC ONLY, SEE CP502)

EJ EXPANSION JOINT (TOWER ONLY, SEE CP502)

R REINFORCED SLAB (SEE CP503)

HTC NON-REINFORCED CONCRETE

HTC CONTINUOUSLY REINFORCED CONCRETE

PCC PAVEMENT

A

D D

G E

N D

K

M

0.6 1.21.2 2.4 3.6 of Engineers

A

B

C

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1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

SCALE: 1:60

HTC REBAR AND JOINT LAYOUT

A1

P L

A N

S

CP107

H T

C

R

E B

I N

T

L

A Y

O U

T

C I V

V

I N

G

K

M

C I N

A L L Y

K M

E

N H

J R

S

H A

F E

R

J

S

A U

C E

D A

CTJ CONTRACTION JOINT (SEE CP 501 & CP503)

DSJ DOWELED CONSTRUCTION JOINT (SEE CP503)

TEJ THICKENED EDGE EXPANSION JOINT (SEE CP502)

CSJ CONSTRUCTION JOINT (HTC ONLY, SEE CP502)

EJ EXPANSION JOINT (TOWER ONLY, SEE CP502)

R REINFORCED SLAB (SEE CP503)

HTC NON-REINFORCED CONCRETE

HTC CONTINUOUSLY REINFORCED CONCRETE

PCC PAVEMENT

A

D D

G E

N D

K

M

BLACK OUTLINE

BLACK OUTLINE

BLACK OUTLINE

SHOULDER

TAXIWAY/

APRON

V A

R I E

S

RETROREFLECTIVE YELLOW PAINT

RETROREFLECTIVE YELLOW PAINT

Scale: NTS

TAXIWAY EDGE STRIPING

C1

CS103

SOLID WHITE PAINT OUTLINED WITH BLACK

1.1 M [3.50']

1.4 M [4.50']

1.4 M [4.50']

0.8 M [2.50']

0.6 M [2.00']

1.1 M [3.50']

Scale: NTS

SHIP DECK ORIENTATION NUMBERS

C4

CI101

NOTES

1. ALL RUNWAY MARKINGS SHALL BE

WHITE RETROREFLECTIVE PAINT IN

ACCORDANCE WITH THE

SPECIFICATIONS, UNLESS

OTHERWISE NOTED.

2. ALL RUNWAY MARKINGS IN THE

CONCRETE AREA SHALL BE

OUTLINED WITH A 150 MM WIDE

BLACK NON-REFLECTIVE BORDER

UNLESS OTHERWISE NOTED.

150 MM RETROREFLECTIVE YELLOW

150 MM BLACK OUTLINE

TAXIWAY:

CENTERLINE ON PLANS

150 MM BLACK OUTLINE

150 MM WHITE

PLACE MOORING EYES AS

WHEN REBAR FOR EYE OCCURS

WITHIN APPROX 600 MM OF

BAR SHALL BE SMOOTH (PLAIN

HOT-DIPPED GALVANIZED IN

ACCORDANCE WITH ASTM A123)

UNLESS OTHERWISE NOTED.

IF DEFORMED BAR IS TO BE

USED, BARBEND R=125 MM.

BAR Ø

19 MM

25 MM

32 MM

Scale: NTS

TAXIWAY CENTERLINE AND ISLAND MARKING

C2

Scale: NTS

DECK EDGE MARKING

C3

CI101

CI101, CS103

CI501

V A

R I E

S

S

A

N

S

H E

E T

S

M

M

T

Y P

900 MM [3.00']

900 MM [3.00']

TAXIWAY

CENTERLINE

MARKING (TYP.)

300 MM [12"] WIDE

RETROREFLECTIVE

YELLOW STRIPE, TYPICAL

300 MM [12"] WIDE BLACK

STRIPE, TYPICAL

M

M

T

Y P

Scale: NTS

STOP HOLD POSITION MARKING

A4

CS103

2 EACH 100 MM SOLID YELLOW LINES

SEPARATE BY 100 MM

Scale: NTS

ROADWAY CENTERLINE MARKING

A2

CT102

150 MM WIDE X 300 MM LONG

RED

LOCATION NOTED ON PLANS

DECK

EDGE

AV-8 SAFE PARKING

LINE IN LINE WITH

DECK EDGE ONLY ON

PORT ELEVATOR

CI502

150 MM WIDE X 300 MM LONG

YELLOW

100 MM WIDE X 300 MM

LONG YELLOW AND RED

ALTERNATING,

DECK

EDGE

MARKING

200 MM WIDE X 300 MM

LONG YELLOW AND RED

ALTERNATING,

25 MM SEPARATION

50 MM SEPARATION

Scale: NTS

DECK EDGE ELEVATOR

A1

CI101

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

D E

T A

I L

S

CI501

M A

R K

I N

G

C I V

P R

O V

E M

E N

T S

J O

J O

T L

J F

A

B

A

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U T

L I N

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T

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A I L

J O

C

O R

R E

C T

F

E R

E N

C E

D

S

H E

M

B E

R S

J O

1.829 M [6.00'] 1.829 M [6.00']

WHITE STRIPERED STRIPE

T

Y P

L OF TRAMLINE STRIPE

C

1.2 M [4.00' TYP.]

0.305 M [1.00'] TYP.

YELLOW STRIPERED STRIPE

0.305 M [1.00'] TYP.

T

Y P

T

Y P

T

Y P

0.3 M [1.00' TYP.]

1.8 M [6.00' TYP.]

0.9 M [3.00' TYP.]

T

Y P

THICKNESS VARIES, SEE DETAIL 4, CI501

0.15 M BLACK

0.15 M BLACK

NON REFLECTIVE WHITE TRAMLINE

MARKING OUTLINED IN 6" BLACK

STRIPES TO THE OUTSIDE. FILL INSIDE

OF WHITE TRAMLINES WITH NON

REFLECTIVE YELLOW (SOLID FILL).

T

Y P

MAIN WHEEL SPOT

SCALE: NTS

SAFE PARKING LINE MARKING

D1

SCALE: NTS

ELEVATOR EDGE MARKING

C1

SCALE: NTS

TRAMLINE & CUTOUT FOR WHEEL STOPS

B1

CI101

CI101, CI501

CI101, CI501

NOTE:

A. HORIZONTAL CENTER OF NUMBER TO BE AT FOOTAGE INDICATED.

B. NUMBER "9" IS AN INVERTED "6".

C. EDGE OF FIRST NUMBER TO START 152 MM [6"] FROM EDGE OF

TRAMLINE MARKINGS

D. ONE SET OF WHITE NUMBERS 229 MM [9"] HIGH SHALL BE MARKED

AT 50.00' INTERVALS ON THE FLIGHT DECK AS SHOWN ON DRAWING

INTERVALS MARKED ARE 250, 300, 350, 400, 450, 500, 550, 600, 650, 700

AND 750

0.3 M [1.00']

150 MM SQUARES WHITE

0.9 M [3.00']

NUMBER 8 SHALL BE AN

ENCLOSED NUMBER 3

NUMBER 9 SHALL BE AN

INVERTED NUMBER 6

UNLESS OTHER SPECIFIED DIMENSIONS ARE IN INCHES

WHITE

0.6 M [2.00']

1-1/2" SQUARES

76.2 MM [3"] TYPICAL BETWEEN NUMBERS

C

L

SCALE: NTS

LANDING SPOT NUMBERS

C3

SCALE: NTS

TRAMLINE FOOTAGE NUMBERS

B3

SHOULDER

TAXIWAY/

APRON

1 M [3']

NONRETROREFLECTIVE

YELLOW

RETROREFLECTIVE

YELLOW

CI501

SCALE: NTS

TAXIWAY SHOULDER MARKING

A1

CI101

D r a w i n g x U

N I F

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D E

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US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

D E

T A

I L

S

CI502

M A

R K

I N

G

C I V

P R

O V

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J O

J O

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A

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1i VERTICAL ASSEMBLIES

DOOR ASSEMBLIES

GLAZING ASSEMBLIES

EQUIPMENT KEYNOTE

A101

SIM

A101

Ref

1R ef 1 R ef

Ref

Room name

ELEVATION MARKER

SECTION MARKER

NORTH ARROW

A101

SIM

DETAIL

ENLARGEMENT

ROOM CALLOUT

SPOT FLOOR ELEVATION

3,000

SHEET IDENTIFICATION

DRAWING IDENTIFICATION

DRAWING IDENTIFICATION

SHEET INDETIFICATION

0 1000500 2000

GRAPHIC SCALE BAR

VIEW TITLE

NUMERIC SCALE

VIEW NUMBER (ON SHEET)

REVISION NUMBER

REVISION CLOUD

(AROUND AFFECTED AREA)

Name Elevation

1 View Name 1/8" = 1'-0"

FLOOR LEVEL MARKER

COLUMN GRID MARKER

C-1 HORIZONTAL ASSEMBLIES

DETAIL MARKER

DRAWING IDENTIFICATION

SHEET INDETIFICATION

EARTH, UNDISTURBED

(IN SECTION)

CLASSIFIED FILL

(IN SECTION)

CONCRETE

(IN SECTION)

BASE COURSE

(IN SECTION)

SOLID SURFACE

(IN SECTION)

ALUMINUM

(IN SECTION)

STEEL

(IN SECTION)

PLYWOOD

(IN SECTION)

RIGID PLASTIC THERMAL

INSULATION BOARD

(IN SECTION)

FIBERGLASS BATT

THERMAL INSULATION

(IN SECTION)

CONCRETE

(IN ELEVATION)

GLASS

(IN ELEVATION)

FIBERGLASS BATT OR

RIGID BOARD ACOUSTIC

INSULATION

(IN SECTION)

REFER TO SHEET A-601 FOR DESCRIPTIONS OF

VERTICAL AND HORIZONTAL ASSEMBLIES

1. GOVERNMENT WILL CONSIDER SUBSTITUTE MATERIALS FOR JAPANESE PRODUCTS, WHICH CURRENTLY DO NOT NOTE JIS EQUIVALENTS IN THE CONTRACT SPECIFICATIONS. IF THE CONTRACTOR CAN PROVE IT IS AN EQUIVALENT OR SUPERIOR WITH SIGNATURE CONFIRMATION FROM THE CONTRACTOR AND MANUFACTURER. JIS EQUIVALENTS WILL NOT BE ACCEPTED FOR SPECIFIC ITEMS AS NOTED IN SECTION 01 33 00 SUBMITTAL PROCEDURES AND THAT ARE REQUIRED TO MEET UL OR FM STANDARDS AS NOTED IN THE SPECIFICATIONS. THESE ITEMS INCLUDE ALL ITEMS RELATED TO FIRE PROTECTION SYSTEMS AND LIFE SAFETY, UNLESS OTHERWISE NOTED. FOR PRODUCTS AND EQUIPMENT WHICH ARE INSTALL, CONTRACTOR IS RESPONSIBLE FOR COMPATIBILITY OF SYSTEMS BETWEEN U.S. AND JAPANESE SYSTEMS/PRODUCTS.

2. FOR APPROVED SUBSTITUTIONS, CONTRACTOR IS RESPONSIBLE TO PROVIDE COMPLETE AND WORKING COMPONENT AND MUST BEAR NEW INCIDENTAL COSTS IMPACTED BY THE APPROVED SUBSTITUTION REQUEST.

3. CONTRACTOR MUST VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE AND IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF DISCREPANCIES BEFORE COMMENCING WITH WORK. COMMENCEMENT OF WORK

SIGNIFIES ACCEPTANCE OF EXISTING CONDITIONS.

4. REVIEW CONSTRUCTION DOCUMENTS FOR DISCREPANCIES BETWEEN THE DOCUMENTS, OR BETWEEN THE DOCUMENTS AND CONDITIONS AT THE JOBSITE PRIOR TO FABRICATION, CONSTRUCTION, AND/OR INSTALLATION.

IMMEDIATELY NOTIFY CONTRACTING OFFICER AND DOR OF DISCREPANCIES BETWEEN CIVIL, STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, TELECOMMUNICATIONS AND FIRE CONTRACT DOCUMENTS AND ITEMS INSTALLED AT TIME OF DISCOVERY OF DISCREPANCY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING WRITTEN OR GRAPHIC OPTION FOR RESOLVING DISCREPANCY WITHIN CONTRACT TO CONTRACTING OFFICER AND DOR.

5. THE CONTRACTOR IS TO FOLLOW DIRECTIONS OF ONLY THE CONTRACTING OFFICER OR THEIR AUTHORIZED REPRESENTATIVE. CONTRACTOR MUST PROVIDE COPIES OF APPROVED PERMITS TO THE CONTRACTING OFFICER PRIOR TO

BEGINNING EXCAVATION WORK.

6. DRAWINGS SHOW NEW CONSTRUCTION UNLESS NOTED (E) EXISTING CONSTRUCTION.

7. WORK MUST STRICTLY CONFORM TO APPLICABLE LOCAL AND FEDERAL CODES, STANDARDS AND REGULATIONS.

8. THE CONTRACTOR MUST BE RESPONSIBLE FOR LOSS OR DAMAGE OF EXISTING PROPERTY AND CONDITIONS TO REMAIN, RESULTING FROM CONSTRUCTION ACTIVITIES, AND MUST MAKE GOOD LOSS, DAMAGE, OR INJURY WITHOUT

COST TO THE GOVERNMENT.

9. DIMENSIONING CRITERIA:

A. STUD WALLS ARE DIMENSIONED FROM FACE-OF-STUDS.

B. STRUCTURAL WALLS AND COLUMNS ARE DIMENSIONED TO FACE OF STRUCTURAL MEMBER UNLESS NOTED OTHERWISE.

C. DIMENSIONS NOTED AS "CLEAR" ARE CRITICAL MINIMUMS AND ARE DIMENSIONED FROM FACE-OF-FINISH TO FACE-OF-FINISH.

D. CABINETRY IS DIMENSIONED FOR OVERALL DEPTH, HEIGHT AND LENGTH OF UNITS.

10. CONSTRUCTION ACTIVITIES MUST NOT DISRUPT EXISTING ONGOING OPERATIONS IN THE VICINITY.

11. CONFINE ALL OPERATIONS TO AREAS SPECIFICALLY AUTHORIZED BY THE GOVERNMENT. KEEP WORK AREAS AND ADJACENT TO THE WORK AREA FREE FROM ACCUMULATION OF TRASH AND DEBRIS.

12. CONTRACTOR TO FIELD VERIFY EQUIPMENT AND MATERIAL SIZES AND PROVIDE ADEQUATE CLEARANCE AS REQUIRED BEFORE PROCEEDING WITH THE WORK.

13. UPON COMPLETION REMOVE FOREIGN MATERIALS FROM EXPOSED SURFACES AND CLEAN THOROUGHLY.

14. FOLLOW SPEC SECTION 01 74 19 "CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT" FOR PROPER DISPOSAL OF CONSTRUCTION AND DEMOLITION DEBRIS. CONTRACTOR MUST REMOVE AND DISPOSE OF CONSTRUCTION

MATERIAL, UNLESS NOTED OTHERWISE.

15. WHERE DEMOLITION AND CUTTING WORK HAS OCCURRED OR WHERE EXISTING SURFACES, MATERIALS OR OTHER ITEMS HAVE BEEN DAMAGED OR DISTURBED AS A RESULT OF THIS CONTRACT, THE SAID SURFACES

AND AREAS MUST BE CAREFULLY CLOSED UP, PATCHED AND FINISHED AND/OR RESTORED AS REQUIRED TO BE CONTIGUOUS TO EXISTING SURROUNDING SURFACES.

16. THE GENERAL CONTRACTOR, AT THE COMPLETION OF THIS WORK, MUST LEAVE WORK AREAS AND FINISHED SPACES IN A CLEAN AND ACCEPTABLE CONDITION. FINAL CLEAN-UP INCLUDES, BUT NOT LIMITED TO: ALL INTERIOR SURFACES, LIGHT FIXTURES, PLUMBING FIXTURES, APPLIANCES, INTERIOR OF WINDOWS, SILL, ETC.

17. PROVIDE 45 DEGREE CHAMFER AT ALL OUTSIDE CORNERS OF ALL INTERIOR AND EXTERIOR CONCRETE WALLS.

18. EXTERIOR ENVELOPE (EXTERIOR WALLS, FLOORS AND ROOF; JOINTS BETWEEN WALLS, FLOORS AND ROOFS AND JOINTS AROUND FRAMES OF OPENINGS IN EXTERIOR WALLS) MUST BE AIRTIGHT IN ACCORDANCE WITH ASHRAE 189.1

WITH AN AIR LEAKAGE RATE THAT DOES NOT EXCEED 0.4 CMF/SQ. FT. UNDER A PRESSURE DIFFERENTIAL OF 0.3 INCHES OF WATER OR 1.57 LB/ SQ FT (2.0 L/S X SQ M UNDER A PRESSURE DIFFERENTIAL OF 75 Pa) OR BE WATER-TIGHT, WITH NO WATER PENETRATION, AT A PRESSURE OF 0.38 KPA OF FIXED AREA.

19. FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED WALLS, PARTITIONS, FLOOR AND CEILING ASSEMBLIES WITH UL TESTED ASSEMBLIES.

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AB ANCHOR BOLT

ABV ABOVE

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AGG AGGREGATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARGWB ABUSE RESISTANT GWB

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLK(S) BLOCK(S)

BM BEAM

B.O.S. BOTTOM OF STEEL

BRG BEARING

CEN CENTER

C.I.P. CAST IN PLACE

C.J. CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COMM COMMUNICATION

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CPT CARPET

CTR CENTER(ED)

CW COLD WATER

DBL DOUBLE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DOR DESIGNER OF RECORD

DR DOOR

DTL DETAIL

DWG(S) DRAWING(S)

E EAST

(E) EXISTING

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

EQUIP EQUIPMENT

ENCL ENCLOSURE

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EXP. JT. EXPANSION JOINT

EXT EXTERIOR

ABBREVIATIONS

CFCI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

GFCI GOVERNMENT FURNISHED/CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED/GOVERNMENT INSTALLED

SPECIAL ABBREVIATIONS

GENERAL NOTES MATERIAL LEGEND

GRAPHIC SYMBOLS

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

F.F. FINISH FLOOR

FIG FIGURE

FIN FINISH/FINISHED

FLG FLANGE

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FRAMING

FOS FACE OF STUDS

FOW FACE OF WALL

F.P. FIRE PROOF

F.R. FIRE RESISTANT

FRP FIBREGLASS REINFORCED

PANEL

FRT FIRE RETARDENT TREATED

FT FOOT

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GFCI GROUND FAULT

CIRCUIT INTERUPTER

GL GLASS

GLZ GLAZING

GOV, GOV'T GOVERNMENT

GND GROUND

GWB GYPSUM WALL BOARD

H HIGH

HAZMAT HAZARDOUS MATERIALS

HB HOSE BIBB

H.C. HANDICAPPED

H.D. HEAVY DUTY

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORZ HORIZONTAL

HR HOUR

HW HOT WATER

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IDENT IDENTIFICATION

I.F. INSIDE FACE

IHM INSULATED HOLLOW METAL

IMP INSULATED METAL PANEL

IN INCH

INCL INCLUDE, INCLUDING

INSUL INSULATE

INT INTERIOR

IRGWB IMPACT RESISTANT GWB

JBOX JUNCTION BOX

JIS JAPANESE INDUSTRY STANDARD

Kg KILOGRAM

KL KILOLITER

ANGLE

L LENGTH

DOUBLE ANGLE

LAT LATERAL

LB(S) POUND(S)

LED LIGHT EMITTING DIODE

LOC LOCATION

LONG LONGITUDINAL

LVL LEVEL

LGT LIGHT

M, m METER

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM, mm MILLIMETER

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULT MULTIPLE

N NORTH

(N) NEW

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OAG OUTSIDE AIR GRILLE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

O.H. OPPOSITE HAND

OPG OPENING

OPP OPPOSITE

O/S OFFSET

OSA OUTSIDE AIR

ORIG ORIGINAL

OVHD OVERHEAD

OVHG OVERHANG

PC PORTLAND CEMENT

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLMB PLUMB

PLYWD PLYWOOD

PNL PANEL

PNLBD PANEL BOARD

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PSI PER SQUARE INCH

PT PAINT

PTD PAINTED

T TOP

TAN TANGENT

TBD TO BE DETERMINED

T&B TOP AND BOTTOM

TEL TELEPHONE

TELECOMM TELECOMMUNICATION

TEMP TEMPERATURE

TEMP TEMPORARY

T&G TONGUE AND GROOVE

TG TRANSFER GRILLE

THK THICK

THRU THROUGH

TMB TELEPHONE MOUNTING BOARD

T.O.C. TOP OF CONCRETE

T.O.F. TOP OF FOOTING

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TRANS TRANSVERSE

TYP TYPICAL

U/C UNDER COUNTER

U/G UNDER GROUND

U/S UNDER SLAB/ UNDERSIDE

U.O.N. UNLESS OTHERWISE NOTED

VAR VARIES

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

W WEST

W WIDE, WIDTH

WD WOOD

WDO WINDOW

WTR WATER

W/ WITH

W.C. WATER CLOSET

W.F. WIDE FLANGE

WGT WEIGHT

W.H. WATER HEATER

W.J. WALL JOINT

WO WHERE OCCURS

W/O WITHOUT

W.P. WATER PROOF

W.R. WATER RESISTANT

WWF WELDED WIRE FABRIC

XFR TRANSFER

XFMR TRANSFORMER

RA RETURN AIR

RAD RADIUS

RAR RETURN AIR REGISTER

RCP REFLECTED CEILING PLAN

RDY READY

REC RECESSED

REF REFERENCE

REINF REINFORCED

REQ'D REQUIRED

RESIL RESILIENT

RM ROOM

R.O. ROUGH OPENING

RT RUBBER TILE

S SOUTH

SA SUPPLY AIR

SAD SUPPLY AIR DIFFUSER

SAM SELF-ADHERING MEMBRANE

(BITUMINOUS FLEXIBLE

FLASHING)

S.C. SOLID CORE

SCHED SCHEDULE

S.C.T STATIC CONDUCTIVE TILE

S.D.T. STATIC DISSIPATIVE TILE

SECT SECTION

SERV SERVICE

S.E.S. SERVICE ENTRANCE SECTION

SLG SINGLE

SHT SHEET

SIM SIMILAR

SL SLIDING

SM SQUARE METER

SOG SLAB ON GRADE

SP SPACE

SPEC(S) SPECIFICATION(S)

SQ SQUARE

SST STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRL STRUCTURAL

SURF SURFACE

SUSP SUSPEND, SUSPENDED

@ AT

& AND

CENTERLINE

DIAMETER

% PERCENT, PERCENTAGE

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

2.

C

H

AN

G

ED

D U

E

TO

R

EV

IE

W

C O

M M

EN

TS

G

O

X

E

B

O

X

MATCH LINE

NEW CONCRETE MANHOLE

N: 80772.5

E: 25694.1

POINT OF INTERCEPT

NEW & EXISTING DUCT BANK

N: 80746.5

E: 25718.1

EXISTING MV

SECTIONALIZING CABINET

N: 80678.5

E: 25721.6

N03° 13' 34.37"W

67.762

L=7.713, R=10.000

N47° 24' 57.26"W

27.700

N47° 24' 57.26"W

103.202

B1/E-120

B2/E-120

POWER PEDESTAL

SEE E-501

N: 80778.7

E: 25772.8

HANDHOLE

N: 80786.6

E: 25711.2

E

B

O

X

MATCH LINE

NEW

SECTIONALIZING CABINET

N: 80843.3

E: 25617.1

NEW 100KVA

PADMOUNT TRANSFORMER

N: 80993.0

E: 25643.5

N47° 24' 57.26"W

N10° 11' 48.43"E

151.334

B1/E-120

B2/E-120

CONNECT TO BUCK-BOOST

TRANSFORMER IN ELECTRICAL

ROOM

POWER PED CKT

HANDHOLE

N: 80982.1

E: 25644.7

HANDHOLE

N: 80909.7

E: 25582.2

N46° 33' 37.27"W

13.631

TXWY EDGE LT CKT

HANDHOLE

N: 80980.2

E: 25642.9

SPARE MANHOLE

N: 80981.5

E: 25652.3

FLT DECK LT

MANHOLE

N: 80997.8

E: 25635.2

COMM DUCT

CROSSING

N: 80972.7

E: 25639.8

TXWY CKT

CROSSING

N: 80970.5

E: 25639.4

POWER PED CKT

CROSSING

N: 80969.1

E: 25639.2

SPARE DUCT

CROSSING

N: 80964.6

E: 25638.4

COMM DUCT

CROSSING

N: 80961.1

E: 25637.7

END OF SPARE

DUCT

N: 80904.6

E: 25578.4

TXWY EDGE LT CKT

CROSSING

N: 80878.1

E: 25622.8

POWER PED CKT

CROSSING

N: 80872.0

E: 25621.7

S43° 47' 33.23"W

105.078

S46° 33' 06.53"E

22.032

S43° 41' 59.14"W

88.999

L=4.713, R=3.000

L=4.712, R=3.000

S46° 33' 06.53"E

14.550

CONNECT TO CCR IN

ELECTRICAL ROOM

COMM DUCT

CROSSING

N: 80851.9

E: 25618.1

DECK EDGE LT CKT

CROSSING

N: 80983.0

E: 25640.0

DECK EDGE LT CKT

CROSSING

N: 80984.9

E: 25641.8

DECK EDGE LT CKT

CROSSING

N: 80988.4

E: 25645.2

0 25 50

METER

GRID COORDINATE:

JAPAN GEODETIC DATUM 2011, ZONE 15

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

B1

ELECTRICAL SITE PLAN

SHEET NOTES:

A. ANY REQUIRED POWER INTERRUPTION ON EXISTING ELECTRIC UTILITY & ANY NEEDED ACCESS INTO EXISTING EQUIPMENT

SHALL HAVE PRIOR COORDINATION AND APPROVAL FROM MARINE CORPS FACILITIES ENGINEERING ELECTRICAL SHOP. THE

CONTRACTOR SHALL SUBMIT REQUEST, WORK PLAN AND SCHEDULE THRU COR (MIN.14 WORKING DAYS) PRIOR TO THE

REQUIRED DATE.

B. DUE TO SIZE, QUANTITY, AND LENGTH OF CABLE TO BE PULLED, CABLE MAY BE SUBJECTED TO SIGNIFICANT TENSION. WHEN

PULLING THE MV CABLE, CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS WITH REGARDS TO CONDUIT PREPARATION

AND CABLE PULLING IN PART 3 OF SPEC 33 71 02 IS STRICTLY FOLLOWED. THE FOLLOWING SHALL ALSO BE IMPLEMENTED:

B.1. ALL MANUFACTURER RECOMMENDATIONS SHALL BE FOLLOWED. NOTIFY COR IMMEDIATELY IF THERE ARE CONFLICTS

BETWEEN THIS PLAN, THE SPECS AND THE MANUFACTURER RECOMMENDATION.

B.2. USE CABLE FEEDING AND PULLING EQUIPMENT, AND CABLE GUIDES THAT WILL HELP MINIMIZE STRESS ON THE CABLE.

B.3. MONITOR PULL TENSION USING A DYNAMOMETER AND ENSURE CABLE MANUFACTURER RECOMMENDED PULL TENSION

ON THE CABLE IS NOT EXCEEDED.

B.4. INSTALL PULLING EYES ON EACH CABLE CONDUCTOR TO DISTRIBUTE THE TOTAL TENSION AMONG THE CONDUCTORS

EVENLY.

C. AT AREAS WHERE PRIMARY UNDERGROUND DISTRIBUTION LINE CROSSES OTHER UNDERGROUND LINES (SECONDARY LINE, TAXIWAY EDGE LIGHT CIRCUIT, TELECOMM LINE), ADJUST BURIAL DEPTH SO THAT PRIMARY DISTRIBUTION LINE WILL BE AT

LEAST 300MM UNDERNEATH THE OTHER LINES EXCEPT AT LOCATION NEAR THE TOWER WHERE THE OTHER LINES ARE GOING

INTO THE BUILDING. LINES GOING INTO THE BUILDING WILL NEED TO BE BURIED AT SUFFICIENT DEPTH SO THAT LINES WILL

RUN UNDERNEATH THE TOWER FOOTINGS. COORDINATES FOR POINTS WHERE UNDERGROUND PRIMARY DISTRIBUTION

LINES WILL BE CROSSING OTHER UNDERGROUND LINES ARE SHOWN IN THIS SHEET.

D. COORDINATES SHOWN ARE TENTATIVE. CONTRACTOR MAY MAKE MINOR FIELD ADJUSTMENT IF NEED.

5A

5A

5A

5B

KEYNOTE LEGEND ELEC SITE PLAN

KEYNOTE # DESCRIPTION

FOR SAFETY, PRIOR TO PERFORMING ANY WORK IN THE SECTIONALIZING CABINET ENSURE THAT THE

CABINET HAS BEEN DE-ENERGIZED AND PROPER LOCKOUT/TAGOUT PROCEDURES HAS BEEN

IMPLEMENTED. TERMINATE NEW MV CABLE WITH SEPARABLE INSULATED CONNECTOR AND CONNECT

TO EXISTING SECTIONALIZING CABINET. VERIFY COMPATIBILITY OF NEW CONNECTORS WITH EXISTING

BUSHINGS IN THE CABINET. SPEC 33 71 02

PORTION OF EXISTING DUCT BANK. IF ONLY ONE CONDUIT EXISTS, EXTEND THE SPARE CONDUIT

THAT WILL BE INSTALLED IN THE NEW DUCT BANK ALL THE WAY TO THE EXISTING SECTIONALIZING

CABINET IN KEYNOTE 1.

CONNECT NEW AND OLD DUCT BANK AT APPROXIMATE LOCATION SHOWN. REFER TO KEYNOTE 2

WITH REGARDS TO SPARE CONDUIT.

4 PROVIDE LONG SWEEP BEND AT LOCATION SHOWN. SPEC 33 71 02

NEW DUCT BANK, 2-WAY 103MM SCHED 40 PVC CONDUIT. "5A" = DIRECT BURIED CONDUIT SEE DETAIL

1/E-501; "5B" = WHOLE SPAN CONCRETE ENCASED FROM SECTIONALIZING CABINET TO TRANSFORMER

SEE DETAIL 2/E-501, 3/E-501 & 4/E-501. SPEC 33 71 02.

NEW MV-90 CABLE, 15KV, THREE 1C-2/0. SPEC 33 71 02

NEW CONCRETE MANHOLE, PRE-CAST OR CAST IN PLACE. MIN INTERNAL DIMENSIONS 1.3M WIDTH X

1.5M LENGTH X 2M DEPTH.

NEW SECTIONALIZING CABINET-4-WAY, 15KV, 200A. PROVIDE CONCRETE PAD. SEE DETAIL 5/E-501.

TERMINATE NEW INCOMING AND OUTGOING MV CABLES USING 15KV CLASS, 200A LOAD BREAK

SEPARABLE INSULATED CONNECTORS. PROVIDE AND INSTALL LIGHTNING ARRESTER IN THE CABINET.

ARRESTER MCOV RATING SHALL BE COMPATIBLE WITH THE SYSTEM NOMINAL LINE-TO-LINE VOLTAGE

SPEC 33 71 20

NEW 100KVA, 60HZ, 6.6 KV DELTA PRIMARY, 208V/120V WYE SECONDARY.

MANUAL TRANSFER SWITCH & GENERATOR POWER INLET RECEPTACLE. MOUNTED OUTSIDE OF

STAIRWELL WALL, NEAR SOUTHEAST CORNER OF TOWER. SEE DETAIL 7/E-501 & 8/E-501

2-22MM² XHHW & 1-22MM² EQUIPMENT GRND IN 53MMØ SCHED 40 PVC CONDUIT. "11A" = DIRECT

BURIED CONDUIT, "11B" = CONCRETE ENCASED

CONDUIT GOING INTO THE TOWER SHALL BE BURIED AT SUFFICIENT DEPTH THAT WILL ENABLE THE

CONDUIT TO BE RUN UNDERNEATH THE TOWER FOOTINGS.

300MM WIDTH X 300MM LENGTH X 600MM DEEP (INTERNAL DIMENSION) CAST IN PLACE OR PRECAST

CONCRETE HANDHOLE WITH REMOVABLE STEEL OR CONCRETE COVER. FOR POWER PEDESTAL CKT.

PROVIDE HANDHOLE SIMILAR TO KEYNOTE #13 ADJACENT TO THE POWER PEDESTAL, TO BE USED AS

SPLICE POINT TO TRANSITION CONDUCTORS FROM 22MM² TO 2MM² GOING INTO THE POWER

PEDESTAL.

PROVIDE HANDHOLE (AFLD LT BASE CAN W/ BLANK COVER) FOR THE TXWY EDGE LT CKT GOING INTO

THE ELECTRICAL ROOM AT LOCATION SHOWN. SEE DETAIL D2 / E-502.

16 TXWY EDGE LT CKT. FOR ADDITIONAL INFO REFER TO E-410

PROVIDE S3 MANHOLE AT LOCATION SHOW FOR THE FLT DECK LT CKTS GOING INTO THE ELECTRICAL

ROOM. COORDINATE MH INSTALLATION WITH PAVING. FIELD ADJUST MH LOCATION AS NEEDED TO

DE-CONFLICT W/ PAVEMENT JOINTS. REFER TO E-407 & B4/E-502FOR ADDITIONAL INFO.

PROVIDE SPARE L3 MANHOLE AT LOCATION SHOWN. MANHOLE EXTENDS SPARE CONDUITS FROM FLT

DECK LT MANHOLE TO UNPAVED AREA.

19 PROVIDE 6-WAY DUCT WITH 53MMØ SCHED 40 PVC CONDUIT

20 PROVIDE CONCRETE MARKER ABOVE LOCATION WHERE 6-WAY SPARE DUCT ENDS.

P L

A N

S

E-120

E L

E C

T R

I C

T

E

P

L A

N

E L

E C

T R

I C

A L

R

S

I N

G S

O N

R

S

I N

G S

O N

R

B

O L T

O N

J

F

A B

R I Z

Z I O

A2

ELECTRICAL SITE PLAN

11A

11A

11A

11A

11B

11B

N O

I T

E D

R E

V I S

Y

N O

I N

D I C

A T

E

M

A N

H O

L E

R E

V I S

B E

L

T

O

I N

D I C

A T

E

M

A N

H O

L E

250A, 3P

20A, 1P, GFI

15A, 1P

15A, 1P

K

A

S P

D

GND BUS

OBSTRUCTION

LIGHTS

V/STOL OLS EQUIPMENT

A

P

A

P

VARIAC- ATHWARTSHIP LTS

A

P

VARIAC-TRAMLINE LTS

A

P

A

P

A

P

A

P

A

P

A

P

VARIAC-STBD/PORT EDGE LTS

FWD PORT EDGE LTS

SAFE PARKING LINE LTS

NOZZLE ROTATION LINE LTS

DECK EDGE LTS

LANDING SPOT LTS

PENCIL LINE LTS

A

P

A

P

A

P

A

P

DECK LIGHT CONTROL PNL

TAXIWAY/APRON EDGE LIGHT CCR

LIGHTS - ELEC ROOM

LIGHTS -

STRAIRWAY/ENTRY

DOORS/OLS AREA

RECEP - ELEC ROOM/OUTDOOR GFCI

A

P

A

P

A

P

A

P

WAVE-OFF/CUT CONTROL PANEL

HPI CONTROL PANEL

LIGHTS - LSO CAB

RECEP - LSO CAB

A

P

A

P

A

P

A

P

A

P

G

F I

AC-1-C/AC-1-E

AC-2-C/AC-2-E

AC-3-C/AC-3-E

LIGHTS - TOWER FLOOD LIGHT

LIGHTS - TELECOMM RM/STORE ROOM AREA

RECEP, TELECOMM RM WALL

RECEP A, DEDICATED - TELECOMM CABINET

A

P

A

P

E L

E C

T R

I C

O

M

L

E V

E L

E X

T E

R I O

R

T E

L E

C O

O

M

L E

V E

L

U P

P E

R L

O W

E R

O L

S

L

E V

E L

L S

O

C

V

E L

P

P

S

S

S3

F

F

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

K V

P

H A

S E

H

Z

V

V

P

H A

S E

H Z

120 VAC

132 VAC

BUCK-BOOST

TRANSFORMER

A

P

RECEPTACLE OUTLET

AT FUEL BERM AREA

250VA

F

F

ROOF TOP

LSO CAB

DEHUMIDIFIER

TELECOMM ROOM DEHUMIDIFIER

ELECTRICAL ROOM DEHUMIDIFIER

LSO CAB SMOKE

DETECTOR/ ALARM

AUDIBLE/VISUAL

TELECOMM ROOM

SMOKE DETECTOR/

ALARM AUDIBLE

STORE ROOM

DETECTOR/ ALARM

AUDIBLE

ELECTRICAL ROOM

SMOKE DETECTOR/

ALARM AUDIBLE &

RELAY FOR

OUTDOOR

HORN/STROBE

B

RECEP B, DEDICATED - TELECOMM CABINET

RECEPTACLE STORAGE/MINI KITCHEN AREA

RECEPTACLE UPPER/LOWER

OLS LEVEL AREA

B

B

B

B

A

P

A

P

A

P

B7

A

P

G

F I

A

P

G

F I

F1

300A, 3P

G1

ELBOW

ARRESTER

NOTES:

1. PROVIDE SELF-ADHESIVE VINYL LABEL TO AFFIX TO ELECTRICAL

EQUIPMENT TO WARN OF ARC FLASH HAZARDS.

2. LABEL FORMAT AND TEXT SHALL BE IN ACCORDANCE WITH THE FIGURE

SHOWN.

3. LABEL SHALL BE ATTACHED ON THE EQUIPMENT AT A LOCATION THAT IS

CLEARLY VISIBLE TO MAINTENANCE PERSONNEL BEFORE THEY ARE ABLE

TO PERFORM ANY EXAMINATION, ADJUSTMENT, SERVICING, OR ANY

MAINTENANCE WORK ON THE EQUIPMENT.

4. MINIMUM LABEL SIZE SHALL BE:

HEIGHT WIDTH

50MM 75MM

75MM 110MM

EQUIPMENT LOCATION

INDOOR

OUTDOOR

H E

I G

H T

WIDTH

B1

ELEC 1-LINE DIAGRAM

1-LINE KEYNOTE LEGEND

KEYNOTE

NO.

REMARKS

1 EXISTING SECTIONALIZING CABINET, PROVIDE WITH ARC FLASH

WARNING LABEL IF NON EXISTS

2 NEW SECTIONALIZING CABINET, PROVIDE ELBOW ARRESTERS IN

CABINET. ATTACH ARC FLASH WARNING LABEL

3 NEW PADMOUNT XFORMER, 100KVA, 3-PHASE,

PRI-6.6KV DELTA, SEC-208V/120V WYE. PROVIDE WITH ARCH FLASH

WARNING STICKER LABEL. MARK TRANSFORMER ID AND RATING ON

THE TRANSFORMER ENCLOSURE DOOR. COORDINATE W/ MARINE

CORPS FACILITIES ENGINEERING FOR STANDARD MARKING. SEE

SPEC SEC 26 12 19.10 FOR ADDITIONAL REQUIREMENTS.

4 EMERGENCY POWER (USER PROVIDED), MEP-806 TRAILER MOUNTED

GENERATOR OR SIMILAR

5 GENERATOR POWER INLET CONNECTOR, HEAVY DUTY, MIL-DTL-22992,

CLASS L, 200A. WALL MOUNT PLUG (MS90558), SHELL FINISH C, SHELL

SIZE 52, KEYWAY POSITION 4, INSERT ARRANGEMENT 13, CONTACT

TYPE P (PLUG), W/ PROTECTIVE CAP.

6 4-POLE HEAVY DUTY DOUBLE THROW SWITCH OR EQUIVALENT

MANUAL TRANSFER SWITCH, SERVICE ENTRANCE RATED, 240V, 400A,

22KAIR, NEMA 4X STAINLESS STEEL. PROVIDE ARC FLASH WARNING

LABEL

7 MAIN PANEL, 208Y/120VAC, 3-PHASE, 4-WIRE, 400A RATING, 22KAIR, W/

300A MCB & INTEGRAL SPD; SPD SHALL HAVE SEPARATE CB

PROTECTION SIZED PER MANUFACTURER;PROVIDE ARC FLASH

WARNING LABEL.

8 POWER DISTRIBUTION PANEL "LHD"; SEE PANEL SCHEDULE. PROVIDE

ARC FLASH WARNING LABEL.

10 AMI COMPATIBLE ENERGY METER W/ CT AS NEEDED. TYPICAL CT

100:5, RATING FACTOR 3, CL20 OR THE APPROPRIATE CT FOR A 300A

SERVICE RECOMMENDED BY THE MANUFACTURER OF THE METER

BEING PROPOSED.. PROVIDE DATA CABLING FOR CONNECTION TO

FUTURE AMI EQUIPMENT

11 3-POLE HEAVY DUTY DISCONNECT SWITCH, NON-FUSIBLE, 240V, 400A,

22KAIR, NEMA 4X STAINLESS STEEL. PROVIDE ARC FLASH WARNING

LABEL

CABLE/CONDUIT SCHEDULE

CABLE NO. CONDUCTOR CONDUIT REMARKS

B1 4-1/C #10AWG

(5.5MM²), 1-1/C

#10AWG(5.5MM²)

27MM EMT (E31) XHHW; GRND W/ GREEN

INSULATION

B2 2-1/C #10AWG

(5.5MM²), 1-1/C

#10AWG(5.5MM²)

21MM EMT (E25) XHHW; GRND W/ GREEN

INSULATION; SEE SHEETS

E-406 TO E-410

B3 2-1/C #4AWG

(22MM²), 1-1/C

#4AWG(22MM²)

27MM EMT (E31) XHHW; GRND W/ GREEN

INSULATION; SEE SHEETS

E-406 TO E-410

B4 2-1/C #8AWG

(8MM²), 1-1/C

#8AWG(8MM²)

21MM EMT (E25) XHHW; GRND W/ GREEN

INSULATION; SEE SHEETS

E-406 TO E-410

B5 2-1/C #6AWG

(14MM²), 1-1/C

#6AWG(14MM²)

27MM EMT (E31) XHHW; GRND W/ GREEN

INSULATION; SEE SHEETS

E-406 TO E-410

B6 2-1/C #12AWG

(3.5MM²), 1-1/C

#12AWG(3.5MM²)

16MM EMT (E19) XHHW; GRND W/ GREEN

INSULATION

B7 2-1/C #4AWG

(22MM²), 1-1/C

#4AWG(22MM²)

27MM EMT (E19)

TRANSITION TO SCHED

40 PVC UNDERGROUND

OUTSIDE OF BLDG

XHHW; GRND W/ GREEN

INSULATION

F1 4-1/C 300KCMIL

(150MM²), 1-1/C

#4AWG(22MM²)

78MM RMC (G82) XHHW; GRND W/ GREEN

INSULATION

F2 2-1/C #12AWG

(3.5MM²), 1-1/C

#12AWG(3.5MM²)

16MM EMT (E19) XHHW; GRND W/ GREEN

INSULATION

G1 #1/0 (60MM²) W/

GREEN

INSULATION

SCHED 80, 16MMØ PVC

IF EXPOSED ABOVE

GROUND OTHERWISE

DIRECT BURIED

GROUND ELECTRODE

CONDUCTOR

P1 3-1/C #2/0AWG

(60MM²)

103MM SCHED 40 PVC MV-90, 15KV CABLE, XLP,

TAPE SHIELD

S1 4-1/C 350KCMIL

(200MM²)

103MM SCHED 40 PVC,

RMC(G92) IF ABOVE

GROUND

XHHW

S2 CO-04 HDE,

(4/0000-4/4R) 2380

PER MIL-DTL-3432

200A GENERATOR CABLE,

MIN. LENGHT 7.6M (25FT).

HEAVY DUTY MIL-DTL-22992,

CLASS L CABLE

CONNECTING RECEPTACLE

AT ONE END (MS90557),

SHELL FINISH C, SHELL SIZE

52, KEY POSITION 4, INSERT

ARRANGEMENT 13,

CONTACT TYPE S (SOCKET),

W/ PROTECTIVE CAP. OTHER

END NO CONNECTOR BUT AT

LEAST 300MM (1 FT) OF

OUTER JACKET STRIPPED

TO EXPOSE INNER

CONDUCTORS, TIP OF

CONDUCTORS SHALL HAVE

40MM (1.5 INC) OF

INUSLATION STRIPPED AND

TINNED TO PROTECT AND

PREVENT STRANDS FROM

RAVELING. PROVIDE WALL

MOUNTED RACK OR HOOK

TO STORE CABLE IN ELEC

ROOM

S3 4-1/C 350KCMIL

(200MM²), 1-1/C

#4AWG(22MM²)

EQPT GRND

103MM PVC

UNDERGROUND,

RMC(G92) ABOVE

GROUND

XHHW; GRND W/ GREEN

INSULATION

NOTE:

1. CONDUIT SIZE FOR FLIGHT DECK LIGHTS & TAXIWAY LIGHTS INDICATED IN THE

SCHEDULE ARE FOR WIRINGS INSIDE THE ELECTRICAL ROOM ONLY. CONDUIT

FROM THE ELECTRICAL ROOM TO THE OUTSIDE MANHOLE AND TO THE LIGHT

FIXTURES ARE ALL SCHED 40, 53MM (2 INC) PVC AS INDICATED IN SHEETS E-406 TO

E-410

2. CONDUCTOR SIZE FOR FLIGHT DECK LIGHT CIRCUITS SHOWN IN THE TABLE

ABOVE ARE FOR THE CONDUCTORS FROM THE PANELBOARD "LHD" TO THE

DIMMER VARIACS SHOWN IN THE POWER DIAGRAM IN SHEET E-603. THE

CONDUCTOR SIZES FROM THE POWER RELAY CONTACTS (SEE SHEET E-603) IN

THE ELECTRICAL ROOM TO THE LIGHT FIXTURES AT THE FLIGHT DECK WILL BE AS

INDICATED IN SHEETS E-406 TO E- 409.

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

Japan Engineer District

AM#8

S C

H E

D U

L E

S

A

A

G R

A M

S

E-601

E L

E C

T R

I C

S

T R

I B

U T

I O

N

S

Y S

T E

M

E L

E C

T R

I C

A L

R

S

I N

G S

O N

R

S

I N

G S

O N

R

B

O L T

O N

J

F

A B

R I Z

Z I O

K E

Y N

O T

E

D

E S

C R

I P

T I O

N

E

D I T

E D

A D

D E

D

N

O T

E

T

O

C

L A

R I F

Y

C

O N

D U

C T

Z

E S

K E

Y N

O T

I T

E D