NAFQJ3-23-B-0001 Amend 0011 AS-BUILTS A-20-112.pdf

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DIRECTORATE OF PUBLIC

WORKS

UNITED STATES ARMY

GARRISON JAPAN

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A-20-112

T - 01

M - 01

TITLE SHEET

FOR MODIFICATION SHALL BE REMOVED AND ADJUSTED PRIOR TO SUCH WORK AND REINSTALLED AFTER WORK COMPLETION.

EXISTING CONDITIONS OR UNFORESEEN DESIGN CONFLICTS ON THE SITE PRIOR TO PERFORMING WORK.

PROVISION OF SHOP DRAWINGS TO RESOLVE CONFLICTS SHALL BE PROVIDED BY THE CONTRACTOR.

ACTUAL CONSTRUCTION WORK.

2. IF NOT INDICATED OTHERWISE, ALL EXISTING OBJECTS, ACCESSORIES AND / OR FIXTURES ON EXISTING SURFACES SCHEDULED

3. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE CONTRACTING OFFICER ANY DISCREPANCIES BETWEEN THE DRAWINGS AND

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING

AT NO ADDITIONAL COST TO THE GOVERNMENT.

1. INCIDENTAL DAMAGE TO THE GOVERNMENT PROPERTY SHALL BE RESTORED TO MATCH EXISTING BY THE CONTRACTOR

CAMP ZAMA, JAPAN

MECHANICAL

ELECTRICAL

ORIGINAL DRAWING FINALIZED BY:

TARGET DESIGNATIONS

ABBREVIATIONSLOCATION MAP

SCOPE OF WORK LIST OF DRAWINGSGENERAL NOTES

NUMBER INDICATES

INDICATES DIRECTION OF

CUTTING PLANE

LETTER INDICATES

BLDG. SECTION

SHEET NUMBER WHERE

SECTION IS TAKEN

NUMBER INDICATES ELEVATION

SHEET NUMBER WHERE ELEVATION

IS TAKEN

SHEET NUMBER WHERE

SECTION IS DRAWN

NUMBER INDICATES

WALL SECTION

SHEET NUMBER WHERE

SECTION IS DRAWN

SHEET NUMBER WHERE

SECTION IS TAKEN

LETTER OR NUMBER INDICATES

BUILDING SECTION,

ELEVATIONS OR DETAILS

SHEET NUMBER WHERE DRAWN

SHEET NUMBER WHERE TAKEN

DETAIL2

A3A3

A3 A3

A3 A3

DETAIL

DETAIL

DETAIL

WALL SECTION

TITLE

BLDG SECTION

ELEVATION

A A1 A1

A3 A3

A1

A2

A A1 A1

SHEET NUMBER WHERE ELEVATION

IS DRAWN

FUTURE ARMY LODGING SITE PREPARATION

MECH UTILITIES REMOVAL PLAN

E - 01 E - 02 E - 03 E - 04

REMOVAL WIRING PLAN

NEW WIRING PLAN

NEW SINGLE LINE DIAGRAM 1 AND DETAILS

NEW SINGLE LINE DIAGRAM 2 AND DETAILS

1. EXCAVATE, CUT, DISCONNECT, PLUG AND/OR REMOVE EXISTING SANITARY/SEWER AND STORM PIPING, AND MANHOLES WITH STEEL COVERS.

REMOVE UG PIPING AND VALVES WITH VALVE BOXES.

2. EXCAVATE, CUT AND PLUG EXISTING POTABLE WATER BRANCH PIPING UNDER PRESSURE ("FUDANSUI METHOD").

3. REMOVE EXISTING ABANDONED STEAM PITS, STEEL PIT COVERS, PIPING, VALVES, PIPE INSULATION AND OTHER RELATED ACCESSORIES.

5. BACKFILL ALL EXCAVATED AREA WITH EXCAVATED EXCESS MATERIAL, NEW GRAVEL (C-40) AND/OR NEW HILL SAND ("YAMAZUNA").

6. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED MATERIALS OFF POST IN ACCORDANCE WITH THE LOCAL REGULATIONS.

ELECTRICAL PANELS, LIGHTING FIXTURES, HANDHOLES AND UNDERGROUND CONDUIT PIPES.

1. REMOVE EXISTING POLE MOUNT AIR INSULATED SWITCH, TRANSFORMERS, CONCRETE POLES, HIGH/LOW VOLTAGE CABLES,

2. REMOVE EXISTING SWITCH STATION "250S/S".

HANDHOLES AND UNDERGROUND CONDUIT PIPES.

3. INSTALL NEW TRANSFORMER STATIONS, ELECTRICAL PANELS, HIGH/LOW VOLTAGE CABLES, STREET LIGHTS,

4. PERFORM CABLE WITHSTAND VOLTAGE TEST.

CONCRETE STRUCTURE WITH STEEL GUARD PIPE FROM THE AREA.

4. REMOVE EXISTING ASPHALT CONCRETE PAVING, CONCRETE CURBS, VEHICLE WHEEL STOPS,

SEE M-01 AND E-01

E - 05

5. REMOVE EXISTING FIBER OPTICAL CABLES, TELEPHONE CABLES, TV CABLES, HANDHOLES, MANHOLES AND UNDERGROUND CONDUIT PIPES.

7. PERFORM OPERATIONAL TEST.

REMOVAL AND NEW WIRING PLAN FOR COMMUNICATION CABLES

6. INSTALL NEW FIBER OPTICAL CABLES, TELEPHONE CABLES, TV CABLES, MANHOLES AND UNDERGROUND CONDUIT PIPES.

CITY BOUNDARY

TO SOUBUDAISHITA STATION

GYOUKOU ROAD

(ZAMA CITY)

(SAGAMIHARA CITY)

GATE-1

TO SOUBUDAIMAE STATION

(ZAMA CITY)

CITY BOUNDARY

(SAGAMIHARA CITY)

GATE-4

GATE-7

1/10,000

N

SOUBUDAI

SECONDARY

SCHOOL

ZAMA

CITIZEN

GYMNASIUM

ZAMA

GENERAL

HOSPITAL

ZAMA PARK

ZAMA SHRINE

MINEYAMA

MEMORIAL

PARK

PROJECT CONTRUCTION SITE

1/2,500

SUBMITTED BY: AS-BUILT

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RECEIVED BY:

Yoshiobu Hamada

電⼦署名者 : Yoshiobu Hamada ⽇付 : 2021.11.18 10:47:19 +09'00'

SUZUKI.TOSHIY

UKI.128972128

Digitally signed by

SUZUKI.TOSHIYUKI.1289

721289 Date: 2021.11.18 13:22:46 +09'00'

FOR INFORMATION ONLY (FIO) - AS-BUILT DRAWINGS ARE PROVIDED

FOR INFORMATIONAL PURPOSES ONLY. THESE AS-BUILT DRAWINGS

ARE NOT PART OF THE SOLICITATION AND DO NOT AMEND THE

SOLICITATION PACKAGE. AS-BUILT DRAWINGS MAY NOT BE COMPLETE

OR DEPICT EXISTING CONDITIONS. THE CONTRACTOR WILL BE

RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS AT THE SITE.

GRAPHIC SCALE M-01

LEGEND

EXISTING DESCRIPTION

EXIST : EXISTING

ABBREVIATION

: DISCONNECTION POINTDCP

MECH : MECHANICAL

: UNDERGROUND

SANITARY/SEWER PIPING

GATE WITH VALVE BOX

MECH SCOPE OF WORK

CIP

H

UG

WF : WATER FOUNTAIN

MECH NOTE

REMOVAL

SM

RC

SANITARY/SEWER INLET

6. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED MATERIALS OFF POST IN

ACCORDANCE WITH THE LOCAL REGULATIONS.

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1/300

STORM (RAIN WATER) PIPING

POTABLE WATER PIPING

S STEAM PIPING

3. REMOVE EXISTING ABANDONED STEAM PITS, STEEL PIT COVERS, PIPING, VALVES,

PIPE INSULATION AND OTHER RELATED ACCESSORIES.

4. REMOVE EXISTING ASPHALT CONCRETE PAVING, CONCRETE CURBS, VEHICLE

WHEEL STOPS, CONCRETE STRUCTURE WITH STEEL GUARD PIPE FROM THE AREA.

AVE : AVENUE

BLDG : BUILDING

: CAST IRON PIPE

CONC : CONCRETE

A : AUTOMATIC AIR VALVE

GV

GL

GR

: GROUND LEVEL

: GRATING

: GATE VALVE

: FIRE HYDRANT

: RE-INFORCED CONCRETE PIPE

: RAIN (STORM) MANHOLERM

: SANITARY/SEWER MANHOLE

SS

2. EXCAVATE, CUT AND PLUG EXISTING POTABLE WATER BRANCH PIPING UNDER

PRESSURE ("FUDANSUI METHOD"). REMOVE UG PIPING AND VALVES WITH VALVE

BOXES.

1. EXCAVATE, CUT, DISCONNECT, PLUG AND/OR REMOVE EXISTING

SANITARY/SEWER AND STORM PIPING, AND MANHOLES WITH STEEL COVERS.

5. BACKFILL ALL EXCAVATED AREA WITH EXCAVATED EXCESS MATERIAL, NEW

GRAVEL (C-40) AND/OR NEW HILL SAND ("YAMAZUNA").

DHW / HHW PIPING

HHW : HEATING HOT WATER

DHW : DOMESTIC HOT WATER

1. ALL DAMAGES AS RESULT OF THE WORK SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.

2. THE MATERIAL USED FOR BACK FILLING SHALL NOT CONTAIN STONES, ROCKS, CONCRETE AND OTHER MATERIALS. THE MATERIALS ARE NOT LARGER THAN 75mm AND

SHALL NOT CONTAIN ORGANIC MATERIAL AND DEBRIS OF ANY KINDS.

3. THE CONTRACTOR SHALL PERFORM JIS A-1210 SOIL COMPACTION TEST AND JIS A-1214 SOIL DENSITY TEST FOR SUITABLE BACK FILL MATERIAL COMPACTION.

4. THE EXCAVATED EXCESS MATERIALS SHALL BE TREATED AND DISPOSED TO THE OUTSIDE OF THE FACILITY IN ACCORDANCE WITH THE JAPANESE LAWS.

5. THE GOVERNMENT REQUEST THE CONTRACTOR TO USE THE LOCAL SEED, SODDING AND SOIL AS MUCH AS POSSIBLE SINCE THE CONSTRUCTION SITE ARE LOCATED

NEAR/ADJACENT TO ECOLOGICAL ASSETS, SUCH AS HABITATS OF THREATENED AND ENDANGERED SPECIES AND NEAR THREATENED SPECIES.

THE CONTRACTOR SHALL FOLLOW THE GOVERNMENT INSTRUCTIONS TO KEEP THE LOCAL ENVIRONMENT.

6. EXISTING UNDERGROUND PIPING AROUND THE STEAM PITS SHALL BE CUT, DISCONNECTED, PLUGGED AND/OR ABANDONED AT ONE (1) METER AWAY FROM PIT SURFACES.

7. EXISTING FLANGE GASKET FOR STEAM SUPPLY AND RETURN PIPING ARE CONTAINING ASBESTOS. THE CONTRACTOR SHALL ABATE THEM IN ACCORDANCE WITH

THE LOCAL/BASE REGULATIONS AND CONTRACT SPECIFICATIONS.

APPROX : APPROXIMATELY

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BLDG. 332

BLDG. 425

RC200

RC

RC

CI

P2

CIP200

CI

P2

CI

P3

CI

P3

CI

P1

CI

P1

CI

P1

CIP75

RC200

RC200

RC200

H

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2N D

AV

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2N D

AV

E

RC200

"B" STREET"B" STREET

"B" STREET

4T H

AV

E

4T H

AV

E

A

SM-1

SM-2

SM-3

SM-3A

SM-4

SM-6

SM-5

SM-6A

D1

D1300 Ø600xD2200

DCP/PLUG (GL-1300)

DCP/PLUG

(GL-1400)

ABANDONE

CP 9"

CP 8"

Ø600(INV950)RM-3

RM-1

RM-2

GR-1

GR-2

700xD1600

DCP

D1200

D1

GR-1A

500xD800

650xD1500

750xD1500

EXIST UG POTABLE WATER

PIPING (CIP150) TO REMAIN

EXIST

STEAM

PIT

SS

S

S S

S S

S

S

S

REMOVE SANITARY/SEWER

PIPING W/ MANHOLE

M01M01

UTILITIES REMOVAL PLAN

SCALE: 1/300

REMOVE 1200mm WIDTH CONC SIDEWALK (100mm THK) AND BASE COURSE (100mm THK)

(RESTORATION: HILL SAND)

EXIST UG STEAM CONDUIT PIPE

(80Ax30t, 50A / 350A) TO REMAIN

DCP/PLUG (PERFORM DISCONNECTION OF EXIST UG

POTABLE WATER BRANCH PIPING (CIP75) )

REMOVE EXIST ABANDONED STEAM PIT W/ STEEL COVER,

PIPING, PIPE INSULATION (W2000xL2000xD2500)

(RESTORATION: HILL SAND)

REMOVE EXIST UG STORM PIPING W/ GRATE INLETS,

BACKFILL W/ EXCAVATED EXCESS MATERIALS AND

HILL SAND

EXIST PIT TO REMAIN

DCP/PLUG

(GL-1300)

EXIST HHW SUPPLY AND RETURN PIPING

(100A/200A x 2-PIPES) TO REMAIN

REMOVE ABANDONED DHW SUPPLY AND

RETURN PIPING (40A/100A, 25A/75A)

REMOVE ABANDONED DHW SUPPLY AND RETURN

PIPING (40A/100A, 20A/75A), AND HHW SUPPLY

AND RETURN PIPING (100A/200A x 2-PIPES)

REMOVE ASPHALT CONC PAVING, PRECAST CONC CURB

AND PARKING BUMPERS, CONC STRUCTURE W/ GUARD

PIPE AND OTHER RELATED MATERIALS

(RESTORATION: GRAVEL, C-40)

REMOVE ASPHALT CONC PAVING, PRECAST CONC CURB

AND PARKING BUMPERS, CONC STRUCTURE W/ GUARD

PIPE AND OTHER RELATED MATERIALS

(RESTORATION: GRAVEL, C-40)

(S)3", (R)1-1/2"

(S)1-1/2"

(S )2

(R

)1 -1

/4" (S)5", (R)5"

(S)1-1/2"

(S )3

(R

)1 -1

/2"

(S)3", (R)3"

(S)5", (R)5"

(S )2

(R

)2

S-264

REMOVE ABANDONED DHW SUPPLY AND RETURN

PIPING AND HHW SUPPLY AND RETURN PIPING

REMOVE EXIST ABANDONED STEAM PIT W/ STEEL COVER,

PIPING AND ACCESSORIES (W600xL600xD700)

(RESTRATION: HILL SAND)

REMOVE EXIST CONC STRUCTURE

W/ STEEL GUARD PIPE

REMOVE SANITARY/SEWER PIPING W/ MANHOLE

(RESTORATION: EXCAVATED SOIL AND HILL SAND)

REMOVE EXIST ABANDONED STEAM PIT, STEEL

COVER AND PIPING (W1500xL1500xD1300)

(RESTORATION: HILL SAND)

EXIST TREES TO REMAIN

THIS DOTS AREA WHERE A BUILDING

ONCE STOOD

(NEW) (NEW)

M01M01

BACKFILLING AND RESTORATION PLANS

NOT TO SCALE

ASPHALT CONC PAVEMENT AREA SODDING AREA

EXIST SODDING

SUBGRADE

0~

(A

PP

RO

X)

0~

(A

PP

RO

X)

SUBGRADE

BASE COURSE

(EXIST) (EXIST)

REMOVE EXIST

SODDING

REMOVE 50mm THICKNESS

ASPHALT CONC PAVING

GRAVEL (C-40):

50mm THICKNESS

COMPACTED SUITABLE BACKFILL

MATERIAL (EXCAVATED

AND NEW SAND) COMPACT

TO 95% OF JIS A-1210

MAXIMUM DENSITY

REMOVE EXIST

PIPES

REMOVE EXIST

PIPES

COMPACTED SUITABLE BACKFILL

MATERIAL COMPACT TO 95% OF

JIS A-1210 MAXIMUM DENSITY

AS-BUILT

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FOR INFORMATION ONLY (FIO) - AS-BUILT DRAWINGS ARE PROVIDED

FOR INFORMATIONAL PURPOSES ONLY. THESE AS-BUILT DRAWINGS

ARE NOT PART OF THE SOLICITATION AND DO NOT AMEND THE

SOLICITATION PACKAGE. AS-BUILT DRAWINGS MAY NOT BE COMPLETE

E-01

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L W

IR

IN

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PL

AN

GRAPHIC SCALE

1/300

ABBREVIATION

PH

POC

POD

sq

TYP

UG

V W W/

WP

XFMR

AC

BLDG

CONC

DWG

EA

ELEC

EXST

G

GL

Hz

MIN

PHASE

POINT OF CONNECTION

POINT OF DISCONNECTION

SQUARE MILLIMETER

TYPICAL

UNDERGROUND

VOLTAGE

WIRE

WITH

WEATHERPROOF

TRANSFORMER

ALTERNATING CURRENT

BUILDING

CONCRETE

DRAWING

EACH

ELECTRICAL

EXISTING

GROUND

GROUND LEVEL

HERTZ

MINIMUM

LEGEND

EXST NEW

UNDERGROUND CONDUIT WIRING

POLE MOUNT AIR INSULATED SWITCH (PAS)PAS

XFMR STATION

GROUNDING

HANDHOLEH H

< REMOVAL AREA >

< WIRING >

< EQUIPMENT >

CONCRETE POLE

S/S SWITCH STATION

NOTE

STREET LIGHT

SCOPE OF WORK

1. REMOVE EXISTING POLE MOUNT AIR INSULATED SWITCH, TRANSFORMERS,

CONCRETE POLES, HIGH/LOW VOLTAGE CABLES, ELECTRICAL PANELS, LIGHTING FIXTURES,

HANDHOLES AND UNDERGROUND CONDUIT PIPES.

2. REMOVE EXISTING SWITCH STATION "250S/S".

3. INSTALL NEW TRANSFORMER STATIONS, ELECTRICAL PANELS, HIGH/LOW VOLTAGE CABLES,

STREET LIGHTS, HANDHOLES AND UNDERGROUND CONDUIT PIPES.

4. PERFORM CABLE WITHSTAND VOLTAGE TEST.

SCALE 1/300E01 E01

1 REMOVAL WIRING PLAN

XFMR (CONCRETE POLE MOUNTED)

LIGHTING PANEL

POWER PANEL

OVERHEAD WIRING

UNDERGROUND CONDUIT WIRING FOR EVENT PANELS

THE CONTRACTOR SHALL PROVIDE TWO BACK UP GENERATORS, TEMPORARILY

ELECTRICAL CABLES AND ACCESSORIES.

- 3 PHASE 4WIRES, 500KVA FOR THE POWER OUTAGE OF CB250

- 3 PHASE 4WIRES, 30KVA FOR EXISTING PANEL "P-A" AND STREET LIGHTS

THE CONTRACTOR SHALL CUT AND REMOVE TREES AND ROOTS IF IT IS REQUIRED.

THE CONTRACTOR SHALL COORDINATE WITH THE GOVERNMENT TO MINIMIZE

THE POWER OUTAGE OF BLDG. 250.

UNLESS OTHERWISE INDICATED, NEW CONDUIT WIRING SHALL BE AS FOLLOW;

1.

2.

3.

4.

2C-3.5sq "CV"(EXST CONDUIT)

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UNITED STATES ARMY

GARRISON JAPAN

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250-16

250-14

250-1

212-4

201-1

H

EXST "P-A"

POD FOR CONDUIT

POD FOR CABLE

EXST V-12

POD

POD

EXST

6KV 38sq "CVT", 2- [6KV 100sq "CVT"]

EXST

250 S/S

EXST

6KV 38sq "OE"

EXST

3-5.0 "OW"

EXST

6kV 38sq "CVT"

EXST V-10

EXST

14sq "DV"EXST

14sq "OW"

H

N

EXST

253-1

S/S

S/S

EXST

201 S/S H

H

H

EXST

6KV 100sq "CVT"

H

EXST

6KV 325sq "CVT", 6KV 200sq "CVT"

H

H

H

H

H

EXST

100sq "CVQ"

EXST

"MAIN"

PAS

H

H

H

H

SOD

AREA

SOD

AREA

ASPHALT

AREA

ASPHALT

AREA

EXST V-13,

XFMR

1PH 75KVA

3PH 30KVA

EXST V-14,

XFMR

1PH 15KVA x2

EXST V-11,

XFMR

3PH 50KVA

EXST

4-[6KV 100sq "CVT"]

EXST CB250

REMOVE

EXST 6kV 100sq "CVT"

REMOVE

EXST 6kV 100sq "CVT"

REMAIN

EXST 6kV 100sq "CVT"

REMAIN

EXST 6kV 100sq "CVT"

REMOVE

EXST 6kV 100sq "CVT"

EXST

6kV 100sq "CVT"

H

POD

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I

FOR INFORMATION ONLY (FIO) - AS-BUILT DRAWINGS ARE PROVIDED

FOR INFORMATIONAL PURPOSES ONLY. THESE AS-BUILT DRAWINGS

ARE NOT PART OF THE SOLICITATION AND DO NOT AMEND THE

SOLICITATION PACKAGE. AS-BUILT DRAWINGS MAY NOT BE COMPLETE

E-02

NE

W

W

IR

IN

G

PL

AN

GRAPHIC SCALE

1/300

SCALE 1/300E02

E02

NEW WIRING PLAN

E02E03

E02E04 1-3

1,2

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-0

-9 J

A

B

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WORKS

UNITED STATES ARMY

GARRISON JAPAN

A-

-1

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P

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PA

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ON

H H

250-16

250-15

201-1

H

EXST "P-A"

POC FOR CONDUIT

POC FOR CABLE

POC

H

EXST

6kV 100sq "CVT"

H

H

N

EXST

253-1

POC

*STRAIGHT JOINT

EXST

6kV 100sq "CVT"

EXST

201 S/S

S/S

H

H

H

EXST

6KV 325sq "CVT", 6KV 200sq "CVT"

H

2-[6kV 100sq "CVT"(HIVE 100)]

H

H

H H

H

EXST

100sq "CVQ"

EXST

"MAIN"

H

H

H

H

NEW XFMR STATION, SEE

NEW

CB250 S/S

SEE

100sq "600V CVQ"(HIVE 100)

H

60sq "CVT"(HIVE 70)

60sq "CVT"(EXST CONDUIT)

H

H

5 - [EMPTY CONDUIT(HIVE 100)]

NEW HANDHOLE 1200x1200x1200

POC

NEW HANDHOLE 1200x1200x1200

*STRAIGHT JOINT

H

3C-3.5sq "CV"(HIVE28)

3C-3.5sq "CV"(HIVE28)

EMPTY CONDUIT(HIVE28)

3C-3.5sq "CV"(HIVE28)

3C-3.5sq "CV"(HIVE28)

H

H

SOD

AREA

SOD

AREA

NEW STREET LIGHT,

STRAIGHT TYPE

NEW STREET LIGHT,

CROSS ROAD TYPE

BLDG. 250

NEW STREET LIGHT,

CROSS ROAD TYPE

POC

*STRAIGHT JOINT

NEW 2- [6kV 100sq "CVT"(HIVE 100)]

H

6kV 100sq "CVT"(HIVE 100) 6kV 100sq "CVT"(HIVE 100)

EXST

6kV 100sq "CVT"

EXST

6kV 100sq "CVT"

EXST CB250

POC

AS-BUILT

UN

ITE

D

ST

AT

ES

A

RM

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GA

RR

IS

ON

JA

PA

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OR

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OF

P

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OR

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IN

G

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ON

EN

GI

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S

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CE

S

BR

AN

CH

TH

E

AG

EN

CY

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MA

NA

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BY

CO

NT

RA

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D

BY

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B Y:

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IN

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IJI

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IJI

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OR

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TO

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IY

UK

I S

UZ

UK

I

FOR INFORMATION ONLY (FIO) - AS-BUILT DRAWINGS ARE PROVIDED

FOR INFORMATIONAL PURPOSES ONLY. THESE AS-BUILT DRAWINGS

ARE NOT PART OF THE SOLICITATION AND DO NOT AMEND THE

SOLICITATION PACKAGE. AS-BUILT DRAWINGS MAY NOT BE COMPLETE

E-03

NOT TO SCALEE03E02

NOT TO SCALEE02E03

MCCB 3P

225AF/200AT

ELCB 2P

50AF/20AT

ELCB 2P

50AF/20AT

NEW WIRING DIAGRAM FOR NEW XFMR STATION "CB250 S/S"

FROM EXST 278 S/S,

3PH-3W, 6.6kV, 50Hz

NE

W

S

IN

GL

E

LIN

E

DI

AG

RA

M

1 A

ND

D

ET

AI

LS

TO EXST CB250,

3PH-3W, 6.6kV, 50Hz

XFMR

3PH-4W, 50kVA 6.6kV / 208-120V, 50Hz

EXST100sq

"600V CVQ"

MCCB 3P

100AF/20AT

SPARE

NEW XFMR STATION

"CB 250 S/S"

DETAIL OF NEW XFMR STATION "CB250 S/S"

LDS, 3P

7.2kV, 200A

LDS, 3P

7.2kV, 200A

NOT TO SCALEE03E03

CONDUIT WIRING (TYP)

SOD AREA

SAND

BACKFILL W/ EXST SOIL

EXCEPT ROCK AND DEBRIS

(100mm OR MORE)

GL

TYPICAL SECTION FOR

UNDERGROUND CONDUIT WIRING

SOLID SOD

DETECTABLE WARNING TAPE

(FOLD 1m / EACH 5m)

LAMP :

POWER :

GENERAL :

5°

5±

536±

0±

Ø60.5

1PH, AC100-265V, 50Hz

ALUMINUM DIE-CASTING MADE FIXTURE (GRAY) W/ TEMPERED GLASS COVER (CLEAR),

BUILT-IN POWER UNIT, WEATHERPROOF, STRAIGHT POLE TYPE

NOT TO SCALEE03

NEW STREET LIGHT

ROUNDED CONCRETE FOUNDATION (600 DIA x H100mm)

CONCRETE FOUNDATION

GL

1,6

8,0

ROUNDED STEEL MADE TAPER (1/100) POLE

WITH HOT DIPPED GALVANIZED COATING FINISH

LED LIGHTING FIXTURE

E03

DETECTABLE WARNING TAPE, t0.5 x W150mm

HPOC

*STRAIGHT JOINT

TO

EXST "MAIN"

100sq "600V CVQ"(HIVE 100)

LBS, 3P,

7.2kV, 200A

PF G75A

(40kA)

GL

CONCRETE,fc=21N/mm sq

STEEL BAR,SD13 @ 200mm

LEVELING CONCRETE,fc=16N/mm sq

BASE COURSE,C-40

HIGH VOLTAGE

KEEP AWAY

PROVIDE

POLYCARBONATE

DESIGN SIGN

FOUNDATION BOLT, M12-60mm (TYP)

W/ CAULKING COVER

WH

DIGITAL

MULTI-METER

FIGURE :

SPECIFICATION FOR CUBICLE TYPE TRANSFORMER STATION :

EQUIPMENT :

GL

B G

B

BONDING CONDUCTOR (TYP)

22sq BARE COPPER WIRE

WELD CABLE LUG (TYP)

GROUNDING ELECTRODES, (TYP)

COPPER CLAD STEEL ROD, 19 Ø x 3000 L, RESISTANCE = 10 OHM OR LESS

NEW XFMR STATION

G-22sq "IV"

(VE 16)

PRECAST CONC RINGCAST IRON COVER

GL

PRECAST CONC

HANDHOLE BLOCKS

GROUNDING SYSTEM

LEVELING CONC

SEALING COMPOUND

WATERPROOF CEMENT MORTAR

BASE COURSE, C-40

GTB

GROUNDING WIRE, G-14sq "IV" (TYP)

UG CONDUIT

Ø600

CABLE SUPPORTS AND BRACKETS

100 70 70 100

NOT TO SCALE

(LESS THAN 10 OHM)

"T-6", W/FRAME

SPARE

MCCB 2P

50AF/15AT

R1, N1

MCCB 2P

50AF/15AT

MCCB 2P

50AF/15AT

LIGHTING,

RECEPTACLE

THERMOSTAT

AND

VENTILATION FAN

MC

MCCB 3P

100AF/100AT

EVENT PANEL

E-B *GROUNDING RODS, 19Ø x 3000L

E-A

TO NEW

STREET LIGHTSEXST HANDHOLE

EVENT

PANEL

HOLES FOR TEMPORARY CABLE

WITH WEATHERPROOF SCREW CAP

(54) x4

EVENT

PANEL

3C-3.5sq "CV"(HIVE 28)

LIGHT EMITTING DIODE (LED), 70W, 11,600lm, CROSS ROAD TYPE AND STRAIGHT TYPE, DAYLIGHT COLOR (5,000K)

3C-3.5sq "CV" (HIVE 28)

MI

N

900/1200

MCTM

AUTO MANU

TM

MC

OL

SOLARN1

R1

0V

ELCB 3P

100AF/60AT

ELCB 2P

50AF/30AT

TYPICAL DETAIL FOR NEW HANDHOLE

POC, EXST HANDHOLE

*STRAIGHT JOINT

EXST 6.6kV 100sq "CVT"

(EXST CONDUIT) (TYP FOR 2)

6.6kV 100sq "CVT"

(HIVE 100) (TYP FOR 3)

ELCB 2P

50AF/20AT

x5

LDS, 3P

7.2kV, 200A

FROM NEW XFMR STATION,

3PH-3W, 6.6kV, 50Hz

NEW HANDHOLE

E03E03

OFF

GTB NTB

E-D

NTB AND GTB SHALL HAVE SUFFICIENT

TERMINALS FOR ALL CIRCUITS IN EVENT PANEL

NTB

*NOTE: ALL LDS AND LBS SHALL HAVE BARRIERS

BETWEEN POLES AND BOTH ENDS

HEIGHT 150mm OR ABOVE

RAIN DRAINAGE SLOPE

1, TRANSFORMER, 3PH-4W, 6600V/208-120V, 50kVA, 50Hz, 2, DIGITAL MULTI METERS

3, VENTILATION FAN AND THERMOSTAT W/ RAIN PROOF CONSTRUCTION

4, LIGHTING FIXTURE AND RECEPTACLE OUTLET (120V)

SHEET STEEL ENCLOSURE FACTORY BAKED ENAMEL FINISHED

WITH STAINLESS MADE L-STYLE LATCH AND LOCK SYSTEM,

WITH WIRE MESH REINFORCED GLASS WINDOW,

WITH HOT-DIPPED GALVANIZED CHANNEL BASE AND DRAIN HOLES.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

NOTE FOR NEW XFMR STATIONS CB 250 S/S AND NEW LODGING :

THE METAL NET SHALL BE INSTALLED AT HOLE OF CHANNEL BASE FOR NEW XFMR STATION.

NEW STEEL CHANNEL BASE AND INSIDE BASE PLATES SHALL BE GALVANIZED PAINTING.

THE NEW XFMR STATION SHALL BE INSTALLED BY STAINLESS STEEL ANCHOR BOLTS

ON THE NEW CONC FOUNDATION.

GROUNDING OF NEW XFMR STATION SHALL BE SUBJECT TO NEC REGULATION.

THE LOCATION OF VENTILATION FAN SHALL BE CONSIDERED TO PREVENT RAINWATER TROUBLES.

NOT ABOVE LBS, TRANSFORMER, MCCB AND OTHER EQUIPMENTS.

UPPER SIDE OF VENTILATION SHALL HAVE RAIN PROOF CONSTRUCTION.

THE MAIN KEY FOR CUBICLE SHALL BE HL-60(A-312), TAKIGEN Co. TYPE.

THE ACLIC CLEAR PROTECTION PLATES AROUND HIGH VOLTAGE AREA SHALL BE ABLE

TO BE REMOVED AND INSTALLED JUST BY LOOSEN BOLTS TYPE, NOT UNSCREW BOLT TYPE.

EACH CUBICLE DOOR SHALL HAVE DUSTPROOF PACKING AND AUTO MATIC DOOR HOLD SYSTEM.

AND WHEN DOOR TO BE CLOSED, THE LOCK SHALL BE RELEASED ONLY BY OPERATOR'S HAND.

EACH CUBICLE SECTION SHALL HAVE AUTOMATIC LIGHTING SYSTEM.

THE LETTERS OF PLATES FOR THE CUBICLES SHALL BE CONFIRMED TO E1 SHOP DPW

THROUGH GOVERNMENT REPRESENTATIVE.

*DETAIL OF EVENT PANEL

ELCB 3P 100AF/60AT(3PHASE / 208V) x1, ELCB 3P 50AF/30AT(3PHASE / 208V) x1, ELCB 2P 50AF/20AT(1PHASE / 208V) x2, ELCB 2P 50AF/20AT(1PHASE / 120V) x3

KQ

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WORKS

UNITED STATES ARMY

GARRISON JAPAN

A-

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UN

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BY

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I

FOR INFORMATION ONLY (FIO) - AS-BUILT DRAWINGS ARE PROVIDED

FOR INFORMATIONAL PURPOSES ONLY. THESE AS-BUILT DRAWINGS

ARE NOT PART OF THE SOLICITATION AND DO NOT AMEND THE

SOLICITATION PACKAGE. AS-BUILT DRAWINGS MAY NOT BE COMPLETE

E-04

GL

CONCRETE,fc=21N/mm sq

STEEL BAR,SD13 @ 200mm

LEVELING CONCRETE,fc=16N/mm sq

BASE COURSE,C-40

HIGH VOLTAGE

KEEP AWAY

PROVIDE

POLYCARBONATE

DESIGN SIGN

FOUNDATION BOLT, M12-60mm (TYP)

W/ CAULKING COVER

HIGH VOLTAGE

KEEP AWAY

NE

W

S

IN

GL

E

LIN

E

DI

AG

RA

M

2 A

ND

D

ET

AI

LS

MCCB 2P

50AF/20AT

LIGHTING,

RECEPTACLE

WH

E04E02

TO EXST 201 S/S,

3PH-3W, 6.6kV, 50Hz

MCCB 3P

2000AF/2000AT

XFMR

3PH-4W, 750kVA 6.6KV / 208-120V, 50Hz

V

AI >

DS

7.2kV, 200A

VCB

7.2kV, 400A, 8kA

DIGITAL

MULTI-METERWh

DIGITAL

MULTI-METER

INTER LOCK

LDS

7.2kV, 200A

LDS

7.2kV, 200A

E-B

*GROUNDING RODS, 19Ø x 3000L

H

GL

G

BONDING CONDUCTOR (TYP)

22sq BARE COPPER WIRE

NEW XFMR STATION

G-22sq "IV"

(VE 16)

E04

GROUNDING ELECTRODES, (TYP)

COPPER CLAD STEEL ROD, 19 Ø x 3000 L, RESISTANCE = 10 OHM OR LESS

WELD CABLE LUG (TYP)

FIGURE :

SPECIFICATION FOR CUBICLE TYPE TRANSFORMER STATION :

EQUIPMENT :

E04

MCCB 2P

50AF/20AT

THERMOSTAT AND

VENTILATION FAN

LBS, 3P,

7.2kV, 200A

PF G75A

(40kA)

WH

XFMR

3PH-4W, 30kVA 6.6KV / 208-120V, 50Hz

DIGITAL

MULTI-METER

LBS, 3P,

7.2kV, 200A

PF G75A

(40kA)

MCCB 3P

225AF/150AT

SPARE

ELCB 2P

50AF/20AT

TO EXST

STREET LIGHTS

H

60sq "CVT"(HIVP 70)

HEXST HANDHOLE

POC FOR CONDUIT

60sq "CVT"(EXST CONDUIT)

POC FOR CABLE

3C-3.5sq "CV"(HIVE 28)

3C-3.5sq "CV"(HIVE 28)

POC FOR CONDUIT AND CABLE

EXST STREET LIGHT

NEW HANDHOLE

1200x1200x1200

NEW HANDHOLE, 900x900x900

5- [EMPTY CONDUIT(HIVE 100)]

ELCB 2P

50AF/20AT

SPARE

R1, N1

MCCB 2P

50AF/15AT

EVENT PANEL

MCCB 3P

100AF/100AT

MCCB 2P

100AF/100AT

MC

EVENT

PANEL

EVENT

PANEL

HOLES FOR TEMPORARY CABLE

WITH WEATHERPROOF SCREW CAP

(54) x4

GL

ELCB 3P

100AF/60AT

MCTM

AUTO MANU MC

OL

SOLARN1

R1

0V

TM

DETAIL OF NEW TRANSFORMER STATION "CB 261 S/S"

NOT TO SCALE

E02NOT TO SCALE

TYPICAL DETAIL FOR GROUNDING

NOT TO SCALEE04

NEW DIAGRAM FOR TRANSFORMER STATION "CB 261 S/S"1

ELCB 2P

50AF/30AT

ELCB 2P

50AF/20AT

x5

TO NEW CB 250 S/S,

3PH-3W, 6.6kV, 50Hz

6.6kV 100sq "CVT"

(HIVP 100)

6.6kV 100sq "CVT"

(HIVP 100)

EXST

6.6kV 100sq "CVT"

(EXST CONDUIT)

NEW HANDHOLE 1200x1200x1200POC, *STRAIGHT JOINT

OFF

E-A E-D

GTB NTB

NTB AND GTB SHALL HAVE SUFFICIENT

TERMINALS FOR ALL CIRCUITS IN EVENT PANEL

NTB

*NOTE: ALL LBS SHALL HAVE BARRIERS

BETWEEN POLES AND BOTH ENDS

*NOTE: ALL LDS SHALL HAVE BARRIERS

BETWEEN POLES AND BOTH ENDS

*NOTE: DS SHALL HAVE BARRIERS

BETWEEN POLES AND BOTH ENDS

HEIGHT 150mm OR ABOVE

RAIN DRAINAGE SLOPE

1, TRANSFORMER, 3PH-4W, 6600V/208-120V, 600KVA AND 30KVA, 50Hz, 2, DIGITAL MULTI METERS

3, VENTILATION FAN AND THERMOSTAT W/ RAIN PROOF CONSTRUCTION

4, LIGHTING FIXTURE AND RECEPTACLE OUTLET (120V)

SHEET STEEL ENCLOSURE FACTORY BAKED ENAMEL FINISHED

WITH STAINLESS MADE L-STYLE LATCH AND LOCK SYSTEM, WIRE MESH REINFORCED GLASS WINDOW, HOT-DIPPED GALVANIZED CHANNEL BASE, DRAIN HOLES AND EVENT PANEL ON THE SURFACE.

*NOTE FOR NEW XFMR STATION "CB 261" : SEE E-03

NEW XFMR STATION "CB 261S/S"

*DETAIL OF EVENT PANEL

ELCB 3P 100AF/60AT(3PHASE / 208V) x1, ELCB 3P 50AF/30AT(3PHASE / 208V) x1, ELCB 2P 50AF/20AT(1PHASE / 208V) x2, ELCB 2P 50AF/20AT(1PHASE / 120V) x3

KQ

-0

-9 J

A

B

C

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5 4 3 12

SHEET of

SI

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WORKS

UNITED STATES ARMY

GARRISON JAPAN

A-

-1

CA

MP

ZA

MA

FU

TU

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A

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LO

DG

IN

G

SI

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P

RE

PA

RA

TI

ON

AS-BUILT

UN

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D

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ON

JA

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OR

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UK

I S

UZ

UK

I

FOR INFORMATION ONLY (FIO) - AS-BUILT DRAWINGS ARE PROVIDED

FOR INFORMATIONAL PURPOSES ONLY. THESE AS-BUILT DRAWINGS

ARE NOT PART OF THE SOLICITATION AND DO NOT AMEND THE

SOLICITATION PACKAGE. AS-BUILT DRAWINGS MAY NOT BE COMPLETE

E-05

7SCALE 1/300E05

E05

GRAPHIC SCALE

1/300

SCALE 1/300

E05 E05

NEW WIRING PLAN FOR COMMUNICATION CABLES

REMOVAL WIRING PLAN FOR COMMUNICATION CABLES

RE

MO

VA

L A

ND

N

EW

W

IR

IN

G

PL

AN

F

OR

C

OM

MU

NI

CA

TI

ON

C

AB

LE

S

NOT TO SCALE

CAST IRON COVER

CONDUIT WIRING (TYP)

SOD AREA

SAND

BACKFILL W/ EXST SOIL

EXCEPT ROCK AND DEBRIS

(100mm OR MORE)

GL

SOLID SOD

DETECTABLE WARNING TAPE

(FOLD 1m / EACH 5m)

NOT TO SCALE

TYPICAL SECTION FOR

UNDERGROUND CONDUIT WIRING

E05E05

E05E05

NOTE

SCOPE OF WORK

TYPICAL DETAIL FOR NEW MANHOLE

"T-20", W/FRAME

HH420

MH332-1

MH260

MH260-2

MH260-3

MH332

MH332-1

HH420

HH260-3

MH260-2

MH260-3

NEW

MH332-2

NEW

MH420

MH260

NOT TO SCALE

E05E05

NEWEXISTING

2-[12SM]

12SM12SM

12SM

12SM

12SM

MH332

EXST TEL CABLE

2-[12SM]2-[12SM]

48SM48SM

MECHANICAL CLOSURE

12SM

2-[12SM]

SINGLE LINE DIAGRAM FOR CONNECTION OF COMMUNICATION CABLES

2-[12SM]

REMOVAL AREA

3M CONNECTION

EXST FIBER OPTIC CABLE

2-[TEL-100P]

TEL-200P

TEL-200P

2-[TEL-100P]

TEL-200P

TEL-200P

630130 85

NOTE: NEW MANHOLE SHALL BE "L-3R TYPE, SUNREC Co.,Ltd." OR EQUIVALENT.

1. REMOVE EXISTING FIBER OPTICAL CABLES, TELEPHONE CABLES, TV CABLES, HANDHOLES, MANHOLES

AND UNDERGROUND CONDUIT PIPES.

2. INSTALL NEW FIBER OPTICAL CABLES, TELEPHONE CABLES,MAN HOLES AND UNDERGROUND CONDUIT PIPES.

3. PERFORM OPERATIONAL TEST.

1.

2.

3.

MI

N

FMD: FIBER MESH DUCT SHALL BE A MAXCELL PACK WITH THREE (3) INNER DUCTS.

TELEPHONE CABLE SHALL BE CCP-AP 0.5-200P OR APPROVED EQUAL.

THE CONTRACTOR SHALL CONSIDER THAT THE OUTAGE OF TV CABLE SHALL BE MINIMUM FOR THIS CONSTRUCTION.

KQ

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DIRECTORATE OF PUBLIC

WORKS

UNITED STATES ARMY

GARRISON JAPAN

A-

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EXST

MH 260

BLDG. 332

EXST HH 420

EXST MH 332-1

EXST

MH 260-3

(EXST VP50)

(EXST VP50)

EXST MH 332,

1-MECHANICAL CLOSURE,

1-3M

EXST CCP-AP 0.5-100P(VP50),

EXST CCP-AP 0.5-100P, (VP50)

EXST 48SM FIBER OPTIC CABLE

EXST EMPTY CONDUIT(VP50)

EXST CCP-AP 0.5-200P(VP100),

EXST 2SM NTT(VP100)

(VP50)

(VP50)

(VP50)

(VP50)

EXST CCP-AP 0.5-200P(VP 50)

EXST FMD x1, FD: EXST 12SM FIBER OPTIC CABLE, FD: EXST 12SM FIBER OPTIC CABLE, FD: EMPTY

EXST 10C-HFL(VP50),

EXST EMPTY CONDUIT(VP50)

EXST MH 260-2,

2-MECHANICAL CLOSURES

POC

POC

ASPHALT

AREA

ASPHALT

AREA

EXST 4-EMPTY CONDUIT(VP50)

NEW MH332-2

SEE

NEW MH420,

1-3M, SEE

E05E05

E05E05

EXST CCP-AP 0.5-100P(VP50)

EXST FMD x1 (VP50)

FD: EXST 48SM FIBER OPTIC CABLE,

; CCP-AP 0.5-100P,

; NO TAG x1

FD: EMPTY

FD: EMPTY

EXST EMPTY CONDUIT(VP50)

EXST FMD x1, FD: EXST 12SM FIBER OPTIC CABLE,(KDDI)

FD: EMPTY,

FD: EMPTY

EXST 2SM NTT / EXST 10C-HFL(VP 50)

EXST FMD x1

FD: EXST 12SM FIBER OPTIC CABLE,(KDDI)

FD: EMPTY,

FD: EMPTY

EXST 2SM NTT / EXST 10C-HFL(VP50),

EXST EMPTY CONDUIT(VP50)

EXST FMD x1

FD: 12SM FIBER OPTIC CABLE, EXST 10C-HFL

FD: EMPTY,

FD: EMPTY

EXST CCP-AP 0.5-30P(VP50),

EXST EMPTY CONDUIT(VP50)

EXST CCP-AP 0.5-100P(VP50),

EXST 1-EMPTY CONDUIT(VP50)

EXST 10C-HFL(VP50),

10C-HFL(EXST VP50)

(EXST VP50)

EXST FMD x1, FD: EXST 12SM FIBER OPTIC CABLE, FD: 12SM FIBER OPTIC CABLE, FD: EMPTY, CCP-AP 0.5-200P(EXST VP50), FMD x1, FD: 10C-HFL, FD: EMPTY, FD: EMPTY

EXST 1-EMPTY CONDUIT(EXST VP50)

(VP100)

FMD x1, FD: CCP-AP 0.5-200P, FD: EMPTY, FD: EMPTY

FMD x1, FD: 12SM FIBER OPTIC CABLE, FD: 12SM FIBER OPTIC CABLE,(KDDI)

FD: EMPTY,

FMD x1, FD: 10C-HFL, FD: EMPTY, FD: EMPTY

FMD x1 (VP100), EMPTY CONDUIT(VP100)

EMPTY CONDUIT(EXST VP50),

EXST FMD x1

FD: EXST 48SM FIBER OPTIC CABLE,

; EXST NO TAG x1 , FD: 12SM FIBER OPTIC CABLE, FD: 12SM FIBER OPTIC CABLE(KDDI)

FMD x1, FD: 10C-HFL

FD: EMPTY,

FD: EMPTY

(EXST VP50)

EXST CATV TERMINAL BOX

SOD

AREA

ASPHALT

AREA

H

M

M

M

H

M

POD

POD

POD

M

HH 420

N

INSTALL NEW MANHOLE

INSTALL NEW MANHOLE

EXST

MH 260-3

BLDG. 332

FMD x1

FD: 12SM FIBER OPTIC CABLE,

FD: EMPTY,

FD: EMPTY

2SM NTT / 10C-HFL(EXST VP50),

EMPTY CONDUIT(EXST VP50)

(EXST VP50)

(VP50 REMAIN)

(VP50)

(VP50)

(VP50)

FMD x1

FD: 12SM FIBER OPTIC CABLE,10C-HFL

FD: EMPTY,

FD: EMPTY

CCP-AP 0.5-30P(VP50),

EMPTY CONDUIT(VP50)

CCP-AP 0.5-200P(VP100),

2SM NTT(VP100)

MH 332

MH 332-1

FMD x1, FD: 12SM FIBER OPTIC CABLE, FD: EMPTY, FD: EMPTY

2SM NTT / 10C-HFL(VP 50)

CCP-AP 0.5-100P(VP50),

CCP-AP 0.5-100P, (VP50)

48SM FIBER OPTIC CABLE

EMPTY CONDUIT(VP50)

CCP-AP 0.5-100P(VP50)

FMD x1 (VP50)

FD: 48SM FIBER OPTIC CABLE,

; CCP-AP 0.5-100P,

; NO TAG x1

FD: EMPTY,

FD: EMPTY

EMPTY CONDUIT(VP50)

MH 260

MH 260-2

CCP-AP 0.5-100P(VP50 REMAIN),

FMD x1 REMAIN, FD: 48SM FIBER OPTIC CABLE REMAIN, ; CCP-AP 0.5-100P, ; NO TAG x1 REMAIN, FD: EMPTY REMAIN, FD: EMPTY REMAIN

EMPTY CONDUIT(VP 50 REMAIN)

(VP50)

CCP-AP 0.5-200P(VP50),

EMPTY CONDUIT(VP50)

CCP-AP 0.5-200P(VP50)

REMOVE

HH 260-3

(VP50 REMAIN)

(VP50 REMAIN)

FMD x1, FD: 12SM FIBER OPTIC CABLE, FD: 12SM FIBER OPTIC CABLE, FD: EMPTY

10C-HFL(VP50),

4-EMPTY CONDUIT(VP50)

CCP-AP 0.5-200P(VP 50)

FMD x1, FD: 12SM FIBER OPTIC CABLE, FD: 12SM FIBER OPTIC CABLE, FD: EMPTY

10C-HFL(VP50),

EMPTY CONDUIT(VP50)

ASPHALT

AREA

ASPHALT

AREA

SOD

AREA

CCP-AP 0.5-100P(VP50),

1-EMPTY CONDUIT(VP50)

FMD x1 REMAIN, FD: 12SM FIBER OPTIC CABLE, FD: 12SM FIBER OPTIC CABLE, FD: EMPTY REMAIN, 10C-HFL(VP50 REMAIN), 2-EMPTY CONDUIT REMAIN(VP50 REMAIN)

FMD x1 REMAIN, FD: 12SM FIBER OPTIC CABLE REMAIN, FD: 12SM FIBER OPTIC CABLE, FD: EMPTY REMAIN, 10C-HFL(VP50 REMAIN), 2-EMPTY CONDUIT REMAIN(VP50 REMAIN)

10C-HFL REMAIN(VP50 REMAIN),

10C-HFL(VP50 REMAIN)

EXST CATV TERMINAL BOX

AS-BUILT

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EXST MH 333,

(VP100)

TO BLDG,333

CABINET

TO BLDG,333

CABINET

FOR INFORMATION ONLY (FIO) - AS-BUILT DRAWINGS ARE PROVIDED

FOR INFORMATIONAL PURPOSES ONLY. THESE AS-BUILT DRAWINGS

ARE NOT PART OF THE SOLICITATION AND DO NOT AMEND THE

SOLICITATION PACKAGE. AS-BUILT DRAWINGS MAY NOT BE COMPLETE