W912HV-18-B-0005-Am0002_Revised_Drawings.pdf

PIV FHY

DS

DS

Co Co

Co

Co Co

Co

Co

Co Co

200C

P

∅200PVC

0P V C

DMH

SI

SI

SI

SI

SI

SI

SCO

SCO

SCO

SCO

SCO

SCO

SCO

DS DSDSDSDSDS

DS

DS

DS

SMH

SMH

SMH

SMH

SMH

SMH

SCO

SCO

SMH

SMH

SMH

SCO

SCO

SMH

SMH

PIV

PIV

FHY

TMHTMH

TMH

TMH

TMH

TMH

TMH

TMH

TMH

BOX

COMMU

TMH

TMH

TMH

TMH

TMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

E

E

EMH

EMH

EMH

EMH

smh t=13.892 i=12.975 i=12.984 i=13.011 i=13.435 smh t=13.825 i=12.953 i= .0 (1 i= .3 (1 i= 12.941 smh t=13.818 i=13.126 i=13.114 i= .0

S

LO

W

B U S

P A R K

IN

G

O N L Y

B U S

P A R K

IN

G

O N L Y

DANGER ZONE

B

US

PAR

KING

ONLY

B

US

PAR

KING

ONLY

B

US

PAR

KING

ONLY

B

US

PAR

KING

ONLY

B

US

PAR

KING

ONLY

DA

N

GE

R

ZO

NE

DA

N

GE

R

ZO

NE

DA

N

GE

R

ZO

NE

BU S

PARK ING

ONLY

BU S

PARK ING

ONLY

BU S

PARK ING

ONLY

BU S

PARK ING

ONLY

u.m.

B

US

PA

RK

IN

G

O

NL

Y

DANGER

ZONE

SASEB

O

E L

E M

E

NTAR

Y

S C H O O L

STO

P

STOP

8 8 8

2AD101

LIMITS OF WORK

ITEM 3B

EXIST BLDG 1665

HIGH SCHOOL

EXIST BLDG 1618

HIGH SCHOOL

NEW BLDG

HIGH SCHOOL

M

IC

H

IG

A N

W A

Y

KENTUCKY WAY

PENNSYLVANIA AVENUE

EXIST BLDG 502

HIGH SCHOOL

ITEM 6B

AS101

A5

EXIST PARKING LOT

NEW HIGH SCHOOL BUILDING

ENTRY PLAZA

ENTRY PLAZA

S

E R

V

IC

E R

O A

D

SERVICE ROAD

DEMOLISH EXIST B1530 NO EARLIER

THAN AUGUST 2021; AREA

UNAVAILABLE FOR LAYDOWN PRIOR

TO AUGUST 2021

BRIDGE WALKS ABOVE

SASEBO ELEMENTARY SCHOOL

ITEM 3A

ITEM 3A

ITEM 3A

LEGEND

ITEM 3A

EXIST BLDG 1665 RENOVATION; SEE 2A-

SERIES SHEETS FOR DEMOLITION &

RENOVATION WORK

CONSTRUCT NEW PARKING LOT

ITEM 6A

MECH

ENCL

MECHANICAL ENCLOSURE UPGRADE

ITEM 3B

LANDSCAPED ALLEYWAY

ITEM 3A

EXISTING BUILDING 1530 TO BE DEMOLISHED

ELECTRICAL ENCLOSURE

ITEM 3A

TRASH ENCLOSURE

ITEM 3A

RENOVATE BLDG 1618

ITEM 3C

NOTES

1. ITEM 1, ITEM 4, AND ITEM 5 ARE NOT PART OF CONTRACTOR'S SCOPE AND ARE NOT INDICATED IN THE PROJECT SITE AND WORK PLAN. SEE SEQUENCE OF WORK ON THIS SHEET FOR DESCRIPTION OF ALL WORK SEQUENCES. HOWEVER, CONTRACTOR SHALL ACCOUNT FOR ITEM 1, ITEM 4, AND ITEM 5 IN ITS

PREPARATION OF ITS CONSTRUCTION SCHEDULE AND CONSTRUCTION PRICE.

ELEM SCHOOL DROP OFF

EXIST PARKING

EXIST

PARKING

LOT

EXIST PARKING

BLDG 539

BLDG 541

BLDG

BLDG 1656

EXIST

UST

ENCL

MOBILIZATION & PREPARATION OF

CONTRACTOR LAYDOWN AREA

ITEM 2

PROJECT ASSIGNED CONSTRUCTION LAYDOWN AREA

2. BUILDING 1665 HVAC RENOVATION WORK, INCLUDING UPGRADES TO THE MECHANICAL ENCLOSURE AND

CENTRAL PLANT, SHALL BE COMPLETED PRIOR TO THE COMPLETION OF THE NEW BUILDING.

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

/7

/2

3:

:0

P

M

GC101

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

P R

O J E

C T

S

IT

E A

N D

W O

R K

P L A

N

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W G

C

P A

-B

N E

W

G C

1 : 500 A4

PROJECT SITE AND WORK PLAN

N

PARTIAL SITE PLAN

1. CONTRACTOR SHALL SCHEDULE WORK TO CAUSE THE LEAST AMOUNT OF INTERFERENCE WITH

ACTIVITY OPERATIONS.

2. PROJECT SITE AND WORK PLAN SUMMARIZES THE GENERAL SEQUENCE OF WORK TO ACCOMMODATE THE SCHOOL'S PLANNING AND OPERATIONAL REQUIREMENTS DURING CONSTRUCTION. THE NEW HIGH SCHOOL FACILITY SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE RENOVATIONS OF EXISTING BUILDINGS 1618 AND 1665. BUILDING 1665 RENOVATION SHALL BE COMPLETED PRIOR TO THE COMPLETION OF THE NEW BUILDING. DEMOLITION OF EXISTING BUILDING 1530 AND CONSTRUCTION

OF THE NEW PARKING LOT GENERALLY FOLLOWS COMPLETION OF THE NEW HIGH SCHOOL.

CONTRACTOR SHALL PLAN THE CONSTRUCTION WORK TO ACCOMMODATE THE WORK PLAN. THE

CONTRACTOR MAY PROPOSE VARIATIONS TO THE WORK SEQUENCES TO ACCOMMODATE

CONSTRUCTION EFFICIENCIES. ANY PROPOSED DEVIATION FROM THE WORK PLAN SHALL BE

SUBMITTED TO THE CONTRACTING OFFICER FOR CONSIDERATION AND APPROVAL.

3. CLIN NUMBERS INDICATED CORRELATE WITH THE BASE SCHEDULE IN SPECIFICATIONS SECTION 01 22

00.00 10 PRICE AND PAYMENT PROCEDURES.

4. WORK ITEMS BELOW INDICATED AS "BY SCHOOL" (ITEM 1, ITEM 4, AND ITEM 6) ARE NOT PART OF THE

CONTRACTOR'S SCOPE OF WORK. CONTRACTOR SHALL ALLOW FOR THE DOWN TIME REQUIRED BY

THESE WORK ITEMS IN THE PROJECT COSTS AND SCHEDULING.

5. CONTRACTOR'S STAGING AREA AND ON-SITE CONSTRUCTION OFFICE SHALL BE LIMITED TO THE GENERAL AREA SHOWN ON THE CONTRACTOR STAGING, FENCING, AND FIRE EGRESS SITE PLAN ON

SHEET GC102. CONFIRM ACTUAL LIMITATIONS OF THE STAGING AREA WITH THE CONTRACTING

OFFICER. DEVIATIONS FROM THE SELECTED AREA SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER.

6. HAULING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO THE ROUTE DESIGNATED ON THE HAUL

ROUTE PLAN. ENTRY TO THE BASE SHALL BE LIMITED TO DRAGONVALE HOUSING ENTRY GATE.

COORDINATE WITH THE CONTRACTING OFFICER IF ANY DEVIATION FROM THE HAULING ROUTE SHOWN

BECOMES NECESSARY TO ACCOMMODATE CONSTRUCTION MEANS AND METHODS AND/OR DELIVERY

AND TRANSFERRING OF MATERIALS.

NOTES

ITEMIZED WORK PLAN

1. CONTRACTOR SHALL MAINTAIN LIFE SAFETY AND FIRE PROTECTION FEATURES TO

ACCOMMODATE ON-GOING CAMPUS FUNCTIONS. SEE GENERAL CONSTRUCTION CONTRACT

NOTES ON SHEET GC102.

2. CONTRACTOR SHALL COORDINATE CONSTRUCTION PHASING AND LAYOUT AND CONFIGURATION

OF CONSTRUCTION FENCING AND BARRIERS WITH THE INSTALLATION FIRE DEPARTMENT TO

ENSURE THAT EXISTING FIRE ESCAPE EXITS AND FIRE EGRESS ROUTES FOR EXISTING BUILDINGS

WITHIN THE PROJECT SITE ARE KEPT UNOBSTRUCTED DURING CONSTRUCTION.

3. COORDINATION WITH THE INSTALLATION FIRE DEPARTMENT SHALL BE VIA THE CONTRACTING

OFFICER. CONTRACTOR SHALL ENSURE INSTALLATION OF NEW UTILITY SERVICES DOES NOT

INTERRUPT FIRE PROTECTION SERVICES FOR EXISTING SURROUNDING BUILDINGS.

PROTECTION OF EXISTING FIRE PROTECTION SERVICES

0 25 50 m

SCALE: 1:500

ITEM 1 - PRE-CONSTRUCTION PREPARATION (BY SCHOOL)

A. SCHOOL VACATES EXISTING BUILDINGS 1618 AND 1665 AND MOVES CLASSROOM FUNCTIONS INTO

BUILDINGS 502 AND OTHER TEMPORARY FACILITIES FOR THE DURATION OF THE RENOVATION.

B. BUILDINGS 1618 AND 1665 ARE TURNED OVER TO THE CONTRACTOR FOR CONSTRUCTION.

ITEM 2 - MOBILIZATION PERIOD

A. CONDUCT MOBILIZATION AND PREPARE CONSTRUCTION LAYDOWN AREA.

B. SEE GC102 FOR HAUL ROUTE, CONTRACTOR STAGING, AND MINIMUM FENCING PARAMETERS.

ITEM 3 - CONSTRUCT NEW E.J. KING HIGH SCHOOL (CLIN 0001)

A. CONSTRUCT NEW HIGH SCHOOL BUILDING, NEW SERVICE ROAD AND APPURTENANCES, INCLUDING

DROP-ARM GATE AND BOLLARDS, ELECTRICAL ENCLOSURE, TRASH ENCLOSURE, ENTRY PLAZA,

FLATWORK, AND ALL LANDSCAPING SOFTSCAPE AND HARDSCAPE.

B. CONSTRUCT BRIDGE WALKS, INCLUDING UTILITIES SERVICE CONDUITS, FROM THE NEW HIGH SCHOOL BUILDING TO THE POINT-OF-CONNECTION AT THE EXISTING BUILDING 1665 OPEN STAIR.

ITEM 3 (CONT) - RENOVATE BUILDING 1665 (CLIN 0002)

A. NEW MECHANICAL PLANT: MODIFY EXISTING MECHANICAL ENCLOSURE AND INSTALL NEW CHILLERS

AND RELATED PIPING AND APPURTENANCES.

B. PROVIDE CONNECTION OF MAIN COOLING/HEATING/HOT WATER DISTRIBUTION LINES FROM THE NEW

MECHANICAL PLANT TO THE NEW HIGH SCHOOL BUILDING.

C. PROVIDE TELECOMMUNICATIONS CONNECTIVITY FROM THE EXISTING COMM ROOM IN EXISTING

BUILDING 1665 TO THE NEW HIGH SCHOOL BUILDING, INCLUDING INTERCOM, CLOCK, PUBLIC

ADDRESS SYSTEM, AND FIRE ALARM SYSTEM.

D. RENOVATE EXISTING BUILDING 1665, INCLUDING ABATEMENT OF HAZARDOUS MATERIALS,

UPGRADING OF HVAC DISTRIBUTION, ELECTRICAL/TELECOM, AND FIRE PROTECTION AND LIFE

SAFETY SYSTEMS, EXTERIOR REROOFING WORK, AND ALL INTERIOR RENOVATION WORK.

ITEM 3 (CONT) - RENOVATE BUILDING 1618 (CLIN 0003)

A. RENOVATE EXISTING BUILDING 1618 COMPLETE, INCLUDING UPGRADES TO HVAC,

ELECTRICAL/TELECOM, AND FIRE PROTECTION AND LIFE SAFETY SYSTEMS AND ALL RELATED

INTERIOR RENOVATION WORK AND EXTERIOR ROOF FLASHINGS REPAIR AND GUTTER RE-COATING

WORK.

ITEM 4 - POST-RENOVATION OF BUILDING 1618 (BY SCHOOL)

A. FOLLOWING COMPLETION OF RENOVATION WORKS, CONTRACTOR TURNS OVER BUILDINGS 1618 TO

THE SCHOOL.

B. SCHOOL MOVES ALL FUNCTIONS BACK INTO BUILDINGS 1618.

ITEM 5 - POST CONSTRUCTION OF NEW BUILDING AND BUILDING 1665 (BY SCHOOL)

A. FOLLOWING COMPLETION OF CONSTRUCTION OF THE NEW HIGH SCHOOL BUILDING AND

RENOVATION OF BUILDING 1665, CONTRACTOR TURNS OVER THE NEW BUILDING TO THE SCHOOL.

B. SCHOOL VACATES EXISTING BUILDINGS 1530 AND 502 AND OTHER TEMPORARY FACILITIES AND MOVES ALL ADMINISTRATIVE AND CLASSROOM FUNCTIONS INTO THE NEW HIGH SCHOOL BUILDING.

ITEM 6A - DEMOLISH BUILDING 1530 (CLIN 0004)

A. CONDUCT ABATEMENT OF HAZARDOUS MATERIALS AND DEMOLISH EXISTING BUILDING 1530,

B. PREPARE SITE FOR NEW PARKING LOT WORK.

ITEM 6B - CONSTRUCT NEW PARKING LOT (CLIN 0004)

A. CONSTUCT NEW PARKING LOT COMPLETE, INLCUDING FENCING AND GATES AND RELATED SITE

APPURTENANCES.

P

R E

-B

ID

R E

V

IS

IO

N

S /1

(AM-0002)

D

IP

�150 DIP

D

IP

PIV FHY

DS

DS

Co Co

Co

Co Co

Co

Co

Co Co

200C

P

�200PVC

0P V C

D=200 CP

DMH

SI

SI

SI

SI

SI

SI

SCO

SCO

SCO

SCO

SCO

SCO

SCO

DS DSDSDSDSDS

DS

DS

DS DS

SMH

SMH

SMH

SMH

SMH

SMH

SCO

SCO

SMH

SMH

SMH

SCO

SCO

SMH

SMH

PIV

PIV

FHY

TMHTMH

TMH

TMH

TMH

TMH

TMH

TMH

TMH

BOX

COMMU

TMH

TMH

TMH

TMH

TMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

E

E

EMH

EMH

EMH

EMH

B U S

P A R K I N G

O N L Y

DANGER ZONE

B U S

P A R K

IN

G

O N L Y

B U S

P A R K

IN

G

O N L Y

B U S

P A R K

IN

G

O N L Y

B U S

P A R K

IN

G

O N L Y

B U S

P A R K

IN

G

O N L Y

D A N G E R

Z O N E

D A N G E R

Z O N E

D A N G E R

Z O N E

BU S

PARK ING

ONLY

BU S

PARK ING

ONLY

BU S

PARK ING

ONLY

BU S

PARK ING

ONLY

u.m.

B U S

P A R K

IN

G

O N L Y

D A N G E R Z O N E

SASEB

O

E L

E M

E

NTAR

Y

S C H O O L

STO

P

STOP

8 8 8

53.8492

T317

534 539

534A

1528 526

5 30

940m2

1697m2

EXIST BLDG 1665

HIGH SCHOOL

M

IC

H

IG

A N

W A

Y

KENTUCKY WAY

PENNSYLVANIA AVENUE

EXIST BLDG 502

HIGH SCHOOL

EXIST BLDG 1618

HIGH SCHOOL

EXIST PARKING LOT

EXIST UST

ENCLOSURE

DEMOLISH EXIST B1530

NO EARLIER THAN

AUGUST 2021; AREA

UNAVAILABLE FOR

LAYDOWN PRIOR TO

AUGUST 2021

EXIST BLDG 1656

BOILER PLANT

FIRE ROAD

ALASKA LOOP

NEW BUILDING LAYOUT

MINIMUM REQUIRED

CONSTRUCTION FENCING

EXISTING B1665

EXIT

EXISTING B1665

FIRE EXIT

EXIST B1665

OPEN FIRE EXIT

STAIRWAY

PROVIDE CLEAR EXIT

PATH AT ALL TIMES

DURING CONSTRUCTION

FIRE EGRESS PATH TO PUBLIC

WAY DURING CONSTRUCTION

FIRE EGRESS PATH TO

PUBLIC WAY DURING

CONSTRUCTION

MINIMUM REQUIRED CONSTRUCTION

FENCING AT LAYDOWN/STAGING

AREA AND WORK AREA FOR

DEMOLITION OF BLDG 1530 AND

CONSTRUCTION OF NEW PARKING

LOT; CONTRACTOR SHALL ADJUST

LIMITS OF CONSTRUCTION FENCING

AS REQUIRED TO ACCOMMODATE

THE PHASING PLAN SHOWN ON

SHEET GC101.

FIRE EGRESS PATHS TO

PUBLIC WAY DURING

CONSTRUCTION

EXIST B1618 FIRE

EXITS (TYP)

FIRE TRUCK ACCESS;

KEEP CLEAR AT ALL TIMES

FIRE EGRESS PATH TO

PUBLIC WAY DURING

CONSTRUCTION

SHARED CONSTRUCTION SITE

AND FIRE LANE ACCESS; KEEP

CLEAR AT ALL TIMES

MINIMUM SUGGESTED

CONSTRUCTION

FENCING FOR MECH

ENCLOSURE WORK

SASEBO ELEMENTARY SCHOOL

MECH

ENCL

LAYDOWN/STAGING

AREA (SHOWN

SHADED); APPROX.

700 SQ METERS

NEW HIGH SCHOOL BLDG

CONSTRUCTION SITE

EXIST BLDG 1530

OPEN FIRE EXIT

STAIRWAY

EXIST BLDG 1530

FIRE EXIT

ALASKA LOOP

P E

N N

S Y

LV

A

N

IA

A V

E

HIGHWAY 11

HIGHW

AY 26

DRAGON VALE

HOUSING

ENTRY GATE

ENTRY ROUTE ALONG

PENNSYLVANIA AVE

PENNSYLVANIA AVE

EXIT ROUTE

MICHIGAN WAY

ENTRY/EXIT ROUTE

PARKING LOT D

ENTRY/EXIT ROUTE

PENNSYLVANIA AVE

EXIT ONLY GATE

PENNSYLVANIA AVE

DRAGON VALE

HOUSING

ENTRY ACCESS

PROJECT SITE

NEW EJ KING HIGH

SCHOOL BUILDING

BLDG 320 PASS

AND ID OFFICE

CFAS MAIN

GATE

CFAS DRAGONVALE HOUSING AREA

LAYDOWN/

STAGING

AREA

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

A s in d ic a te d

/7 /2

3:

:4

P M

GC102

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

H A

U L R

O U

T E

C

O N

T R

A C

T O

R S

T A

G

IN

G F

E N

C

IN

G P

L A

N

A N

D N

O T

E S

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W G

C

P A

-B

N E

W

G C

1 : 500 A4

CONTRACTOR STAGING, FENCING, AND FIRE EGRESS SITE

PLAN

0 25 50 m

SCALE: 1:500

NOT TO SCALE

HAUL ROUTE PLAN

GENERAL CONSTRUCTION CONTRACT NOTES

1. CONSTRUCTION IS INTENDED TO OCCUR DURING THE SCHOOL SEMESTER(S). CONSTRUCTION AREAS SHALL BE ENCLOSED AND PROTECTED WITH CONSTRUCTION FENCING AND WARNING AND SAFETY/SECURITY SIGNAGE TO PREVENT ENTRY INTO THE CONSTRUCTION SITES AND TO ALERT PASSERSBY OF CONSTRUCTION ACTIVITIES IN THE AREA. SIGNAGE SHALL ALSO INDICATE ALTERNATE PEDESTRIAN CIRCULATION ROUTES DURING CONSTRUCTION AT STRATEGIC POINTS ALONG THE CONSTRUCTION FENCING.

2. LIMITS OF WORK ARE AS INDICATED ON SHEET GC101. PROVIDE THE MINIMUM REQUIRED CONSTRUCTION FENCING AS INDICATED ON THE CONTRACTOR STAGING, FENCING, AND FIRE EGRESS SITE PLAN ON THIS SHEET TO SEPARATE CONSTRUCTION AREAS FROM ON- GOING CAMPUS OPERATIONS. REFER TO PROJECT SITE AND PHASING PLAN ON SHEET GC101 FOR PHASING SEQUENCE OF WORK.

3. EXISTING BUILDING FIRE EXITS AT B1665, B1618, AND B1530 ARE AS INDICATED. PROTECT AND KEEP FIRE EXITS UNOBSTRUCTED AT ALL

TIMES DURING CONSTRUCTION.

4. FIRE EGRESS PATHS TO PUBLIC WAYS ARE AS INDICATED. PROTECT AND KEEP FIRE EGRESS PATHWAYS UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION. ALTERNATE FIRE EGRESS PATHS SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

5. SHARED CONSTRUCTION SITE (NEW BUILDING) AND FIRE LANE ENTRY/EGRESS ACCESS IS AS INDICATED. KEEP ACCESS UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION. ENTRY/EGRESS ACCESS SHALL BE MAINTAINED AS AN ALL-WEATHER GROUND ACCESS DURING THE ENTIRE CONSTRUCTION PERIOD. CONTRACTOR SHALL REPAIR THE FIRE LANE ENTRY/EGRESS ACCESS AND RETURN IT TO ITS PRECONSTRUCTION CONDITION AS PART OF THE CONSTRUCTION SCOPE OF WORK.

6. CONTRACTOR'S STAGING AREA IS AS INDICATED AT THE MAIN CONSTRUCTION SITE AND WITHIN THE AREA FOLLOWING THE DEMOLITION OF BUILDING 1530. NO OTHER STAGING AREA OUTSIDE THE CONSTRUCTION LIMITS SHALL BE ALLOWED UNLESS FIRST COORDINATED WITH AND APPROVED BY THE CONTRACTING OFFICER. SIZE OF STAGING AREA IS SUGGESTED ONLY AND MAY BE REDUCED OR INCREASED AT THE CONTRACTOR'S PREROGATIVE; STAGING AREA, HOWEVER, SHALL NOT EXPAND OUTSIDE OF THE CONSTRUCTION

LIMITS.

7. PARKING SPACES ALONG MICHIGAN WAY AND PARKING LOT BETWEEN BLDG 1656 AND BLDG 1618 SHALL REMAIN CLEAR AND AVAILABLE

DURING THE EXTENTS OF CONSTRUCTION.

NOTES

1. CONTRACTOR SERVICING AND HAUL ROUTE DURING CONSTRUCTION SHALL BE AS INDICATED HERE AND AS SHOWN ON THE HAUL ROUTE PLAN

ON THIS SHEET.

2. CONTRACTOR ACCESS TO THE PROJECT SITE SHALL BE VIA PENNSYLVANIA AVENUE (OFF OF HIGHWAY 26), ALASKA LOOP, MICHIGAN WAY, AND

PARKING LOT D.

3. CONTRACTOR EXIT FROM THE PROJECT SITE SHALL BE VIA PARKING LOT D, MICHIGAN WAY, ALASKA LOOP, AND PENNSYLVANIA AVE VIA THE

DRAGON VALE EXIT-ONLY GATE ONTO HIGHWAY 11.

4. ANY DEVIATION FROM THE ABOVE ROUTING SHALL BE COORDINATED WITH AND APPROVED BY THE CONTRACTING OFFICER.

HAUL ROUTE

N N

P

R E

-B

ID

R E

V

IS

IO

N

S /1

PRNCPL

CLERICAL

CONF RM

AP

RECEP

DOCS DSTR

FOOD SERV1

CULINARY ARTS

STOR

TEL

ELEC

MECH

GIRLS

BOYS

RCYL

VEST

COMMONS

HALL

CORRIDOR

STAIR 2

STAIR 1

TRANSP

TOILET

ELEV

JAN1

RECORDS

COPY

DRY STOR1

TOILET

OFFICE

FRZ

REF

JAN2

FOOD SERV2

DRY STOR2

1 2 3 4 6 7

A

C

E

EGRESS LEGEND

1 HOUR FIRE RESISTIVE CONSTRUCTION

2 HOUR FIRE RESISTIVE CONSTRUCTION

SMOKE PARTITION WITH SELF CLOSING DOOR

EGRESS PATH

COMMON PATH OF TRAVEL

MAX. OCCUPANT LOAD/EGRESS CAPACITY

COMMON PATH OF TRAVEL (METER)/TRAVEL

DISTANCE (METER)

EXIT

SYMBOL DESCRIPTION

SP

SB SMOKE BARRIER WITH SELF CLOSING DOOR

XX/XX

XX/XX

LIFE SAFETY SHEET NOTES:

SMOKE BARRIER SEPARATING THE

COMMUNICATING SPACE, NFPA 101, 8.6.6 (4)

2 ONE HOUR FIRE RATED CONSTRUCTION

ENCLOSING EXITS, NFPA 101, 7.1.3.2.1 (1)

3 TWO HOUR FIRE RATED CONSTRUCTION ENCLOSING

ELEVATOR, PER UFC-3-600-01, 6.30.1, PARA FOR NAVY

ELEVATORS

OCCUPANCY LEGEND

NFPA 101

OCCUPANCY

IBC

OCCUPANCY

OCCUPANT

LOAD

OCCUPANT

LOAD FACTOR

BUSINESS

B

10 348

SPACE

SMOKE PARTITION PROTECTION FOR SPECIAL

HAZARD PROTECTION, NFPA 101, PARA. 8.7.1.2.

5 ONE HOUR FIRE RATED CONSTRUCTION SPECIAL

HAZARD PROTECTION, NFPA 101, PARA. 8.7

6 LAVATORY SMOKE PARTITION PER NFPA 101,

PARA 14.3.6 (5)

7 ONE HOUR FIRE RATED CONSTRUCTION

ELECTRICAL FOR XMFR ROOMS WITH XMFR'S

GREATER THAN 112KVA (NATIONAL ELECTRIC

CODE; NFPA 70, ARTICLE 450.21

8 ONE HOUR FIRE RATED CONSTRUCTION PER

NFPA 101, PARA 8.6.5(2) .

9 CORRIDOR SMOKE PARTITION PER NFPA 101, PARA

14.3.6 (2).

SB SB

SB

SB

SB

SP

S P

S P

S P

S P

SP

SP

S P

S P

SP

S P

SB

SB

S B

S B

SB

BUSINESS

B

39.3

BUSINESS

B

29.3

BUSINESS

B

35.65

STORAGE

S-2

146.5

ASSEMBLY

A-3

4190.65

BUSINESS

B

29.3

BUSINESS

B

39.3

STORAGE

S-2

146.5

CIRCULATION

INDUSTRIAL

F-1

19.3

INDUSTRIAL

F-1

49.3

STORAGE

S-2

146.5

INDUSTRIAL

F-1

29.3

STORAGE

S-2

146.5

BUSINESS

B

89.3

BUSINESS

B

109.3

CLASSROOM

E

191.9

SP SP

S P

SP

SP SP

40/170

13/340

99/340

299/340

112/170

S B

(0/25)

EGRESS NFPA 101 CHAPTERS 12, 13, & 38

A. TOTAL OCCUPANT LOAD (1ST FLOOR)

B. TOTAL 1ST FLOOR EGRESS CAPACITY: 1360 PEOPLE

ASSEMBLY - 419 PEOPLE

BUSINESS - 71 PEOPLE

CLASSROOM - 19 PEOPLE

STORAGE - 7 PEOPLE

INDUSTRIAL - 7 PEOPLE

TOTAL 1ST FLOOR: 523 PEOPLE

MAXIMUM COMMON PATH OF TRAVEL

ASSEMBLY 6.1 M (ACTUAL = 0 M)

EDUCATION 30 M (ACTUAL = 0 M)

BUSINESS 30 M (ACTUAL = 16 M)

MAXIMUM DEAD END CORRIDOR

ASSEMBLY 6.1 M (NONE)

EDUCATION 15 M (NONE)

BUSINESS 15 M (ACTUAL = 12 M))

MAXIMUM TRAVEL DISTANCE

ASSEMBLY 76 M (ACTUAL = 19.5 M)

EDUCATION 61 M (ACTUAL = 20 M)

BUSINESS 81 M (ACTUAL = 24 M)

210/210

170/223

SB

(0/20)

9/170

151/170

51/170

SB

M

I N

I N

S P

SP

K

FIRE EXTINGUISHER SEE ARCH DRAWINGS

FOR MOUNTING OPTIONS

BUSINESS

B

19.3

STORAGE

S-2

146.5

STORAGE

S-2

146.5

BUSINESS

B

39.3

STORAGE

S-2

146.5

BUSINESS

B

49.3

D

B

SP SP

I N

S P

10 ONE HOUR SHAFT ENCLOSURE NFPA 101, PARA

8.6.5(2).

D

E A

D

E

N D

K

K RATED FIRE

EXTINGUISHER,

TYP.

FD-1HR

FD-45MIN

FD-45MIN

FD-60MIN

FIRE RATED DOOR

FD

FD-45MIN

FD-45MIN

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

FY

P R

O

JE

C T

N O

. P A0

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, J

AP

AN

C

O R

PS

O

F

EN

G

IN

EE

R

AP

O

A P

8-

D E

S I G

N E

D

B

Y

D W

N

B

Y

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

S I Z

E

F I L E

N

A M

E

D R

A W

I N

G

C

O D

E

P L O

T

D

A T

E

C K

D

B

Y

C O

N T

R A

C T

O

S O

L I C

I T

A T

I O

N

N

O

S U

B M

I T

T A

L

D

A T

E

D E

S C

R I P

T I O

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

IS

O

A

W

2H V-

-D

XF

-4

-4

6-

AS

IN

DI

CA

TE

D

R

EP

LA

C

E

EJ

K

IN

G H

IG

H

S C

H O

O L

C O

M M

AN

D

ER

F

LE

ET

A C

TI

VI

TI

ES

S

AS

EB

O

(C

FA

S) , J

AP

AN

M

AY

X X

X X

X

IN

SY

N

ER

G Y

EN

G

IN

EE

R

IN

G , I

N C

FO

R T

ST

R

EE

T

M

AL

L, S

U

IT

E

H

O N

O

LU

LU

, H

I 9

IN

SY

N

ER

G Y

EN

G

IN

EE

R

IN

G

G I1

.D

W G

1/

7/

1:

:0 7p m

GI101

F I R

S

F

O

R

I F

E

S

A F

E T

Y

P

L A

N

N

SCALE: 1:100

0 1000 2000 4000

I S

E B

J O

B J O

1 : 100

A1

FIRST FLOOR LIFE SAFETY PLAN

No. FP 001359

G E

N E

R A

L

P

R E

B

V

I S

I O

N S

B J

SHEET 9 OF 645

LIFE SAFETY SHEET NOTES:

OCCUPANCY LEGEND

NFPA 101

OCCUPANCY

IBC

OCCUPANCY

OCCUPANT

LOAD

OCCUPANT

LOAD FACTOR

BUSINESS

B

10 348

SPACE

STAIR 1

ELEV MACH RM

1/170

(0/28)

ROOF

EGRESS NFPA 101

A. TOTAL OCCUPANT LOAD (ROOF)

ROOF - NONE/UNOCCUPIED

B. TOTAL ROOF EGRESS CAPACITY: 170 PEOPLE

MAXIMUM COMMON PATH OF TRAVEL

ROOF - NON APPLICABLE

C. STAIR TO ROOF PROVIDED PER UFC-3-600-01

ROOF TOP IS NON-OCCUPIED

SPACE AND ONLY ACCESSIBLE

TO MAINTENANCE PERSONNEL

1 SMOKE BARRIER SEPARATING THE

COMMUNICATING SPACE, NFPA 101, 8.6.6 (4)

2 ONE HOUR FIRE RATED CONSTRUCTION

ENCLOSING EXITS, NFPA 101, 7.1.3.2.1 (1)

3 TWO HOUR FIRE RATED CONSTRUCTION ENCLOSING

ELEVATOR, PER UFC-3-600-01, 6.30.1, PARA FOR NAVY

ELEVATORS

4 SMOKE PARTITION PROTECTION FOR SPECIAL

HAZARD PROTECTION, NFPA 101, PARA. 8.7.1.2.

5 ONE HOUR FIRE RATED CONSTRUCTION SPECIAL

HAZARD PROTECTION, NFPA 101, PARA. 8.7

6 LAVATORY SMOKE PARTITION PER NFPA 101,

PARA 14.3.6 (5)

7 ONE HOUR FIRE RATED CONSTRUCTION

ELECTRICAL FOR XMFR ROOMS WITH XMFR'S

GREATER THAN 112KVA (NATIONAL ELECTRIC

CODE; NFPA 70, ARTICLE 450.21

8 ONE HOUR FIRE RATED CONSTRUCTION PER

NFPA 101, PARA 8.6.5(2) .

9 CORRIDOR SMOKE PARTITION PER NFPA 101, PARA

14.3.6 (2).

1 2 3 4 6 7

A

C

E

D

B

D.1

10 ONE HOUR SHAFT ENCLOSURE NFPA 101, PARA

8.6.5(2).

EGRESS LEGEND

1 HOUR FIRE RESISTIVE CONSTRUCTION

2 HOUR FIRE RESISTIVE CONSTRUCTION

SMOKE PARTITION WITH SELF CLOSING DOOR

EGRESS PATH

COMMON PATH OF TRAVEL

MAX. OCCUPANT LOAD/EGRESS CAPACITY

COMMON PATH OF TRAVEL (METER)/TRAVEL

DISTANCE (METER)

EXIT

SYMBOL DESCRIPTION

SP

SB SMOKE BARRIER WITH SELF CLOSING DOOR

XX/XX

XX/XX

FIRE EXTINGUISHER SEE ARCH DRAWINGS

FOR MOUNTING OPTIONS

FIRE RATED DOOR

FD

VTR

FD-90MIN

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

FY

P R

O

JE

C T

N O

. P A0

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T, J

AP

AN

C

O R

PS

O

F

EN

G

IN

EE

R

AP

O

A P

8-

D E

S I G

N E

D

B

Y

D W

N

B

Y

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

S I Z

E

F I

M

E

D R

A W

I N

G

C

O D

E

P L O

T

D

A T

E

C K

D

B

Y

C O

N T

R A

C

S O

L I C

I T

A T

I O

N

N

O

S U

B M

I T

T A

L

D

A T

E

D E

S C

R I P

T I O

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

IS

O

A

W

2H V-

-D

XF

-4

-4

6-

AS

IN

DI

CA

TE

D

R

EP

LA

C

E

EJ

K

IN

G H

IG

H

S C

H O

O L

C O

M M

AN

D

ER

F

LE

ET

A C

TI

VI

TI

ES

S

AS

EB

O

(C

FA

S) , J

AP

AN

M

AY

X X

X X

X

IN

SY

N

ER

G Y

EN

G

IN

EE

R

IN

G , I

N C

FO

R T

ST

R

EE

T

M

AL

L, S

U

IT

E

H

O N

O

LU

LU

, H

I 9

IN

SY

N

ER

G Y

EN

G

IN

EE

R

IN

G

G I1

.D

W G

1/

7/

1:

:2 3p m

GI104

R O

O

F

E

S

A F

E T

Y

P

L A

N

N

SCALE: 1:100

0 1000 2000 4000

I S

E B

J O

B J O

1 : 100

A1

ROOF LIFE SAFETY PLAN

No. FP 001359

G E

N E

R A

L

P

R E

B

V

I S

I O

N S

B J O

SHEET 12 OF 645

SHEET 30 OF 645(AM-0002)

j2ee9smg Line j2ee9smg Line j2ee9smg Typewritten Text

REMOVE PORTION OF EXISTING

TILES AND UNDERLYING

MORTAR; UNDERLYING CONC

TO REMAIN.

j2ee9smg Polygon j2ee9smg Typewritten Text 4.5 j2ee9smg Polygon j2ee9smg Polygon j2ee9smg Typewritten Text 4.5 j2ee9smg Typewritten Text

REMOVE AND DISPOSE EXIST CERAMIC TILES.

j2ee9smg Polygon

/1

SECOND FLOOR

GRID

CONCRETE SLAB,

SEE PLAN

SLAB TOP BARS,

SEE PLAN

CONCRETE COLUMN,

SEE PLAN

SLAB TEMP/SHRINKAGE

BAR, SEE PLAN

SLAB BOTTOM BAR,

SEE PLAN

CONCRETE BEAM, SEE PLAN,

SEE CONCRETE BEAM

SCHEDULE FOR REINF

ROOF LEVEL HP

ROOF DRAIN

CONCRETE SLAB,

SEE PLAN

SLAB TOP BARS,

SEE PLAN

CONCRETE BEAM, SEE PLAN,

SEE CONCRETE BEAM

SCHEDULE FOR REINF

SLAB TEMP/SHRINKAGE

BAR, SEE PLAN

SLAB BOTTOM BAR,

SEE PLAN

CONCRETE BEAM,

SEE PLAN

GRID

V A

R

IE

S

SECOND FLOOR

CONCRETE SLAB,

SEE PLAN

SLAB TOP BARS,

SEE PLAN

SLAB TEMP/SHRINKAGE

BAR, SEE PLAN

SLAB BOTTOM BAR,

SEE PLAN

CONCRETE BEAM, SEE PLAN,

SEE CONCRETE BEAM

SCHEDULE FOR REINF

CONCRETE BEAM

T Y

P

SEE ARCH ROOF PLAN

S E

E A

R C

H R

O O

F P

LA

N

150 CONCRETE PAD WITH

D13 AT 300 EACH WAY

CONRETE CRICKET

PLAN

A

S-610

B

S-610

SECTIONA

M

X

25 CLR TYP AT SLAB,

75 CLEAR TYP AT

SLAB-ON-GRADE

D13 AT 300, TYP

D13 AT 300

CONCRETE SLAB,

SEE PLAN

RIGID INSULATION, 276

kPa MIN COMPRESSIVE

STRENGTH

NOTES:

1. PENETRATIONS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OF THE

LARGER OF THE TWO ARE CONSIDERED TO FORM A COMBINED OPENING.

2. IF THE EFFECTIVE LENGTH IS LESS THAN 300, NO TRIM BARS ARE REQ'D.

3. IF THE EFFECTIVE LENGTH IS MORE THAN 300, BUT LESS THAN 600, PROVIDE (1) D16

TOP AND BOTTOM WITH 300 EMBEDMENT PAST THE OPENING.

4. NO DIAGONAL BARS ARE NECESSARY.

5. COMBINED OPENING SHALL NOT BE LARGER THAN 600.

6. IF THE EFFECTIVE LENGTH IS GREATER THAN 600, SEE

M A

X

600 MAX

EFFECTIVE LENGTH 300, TYP

D

600 MAX

EFFECTIVE LENGTH 300, TYP

D D D1 <D 2 3

<D

<D

1 2D

B1

S-606

50 MIN 50 MIN

0, T Y

P

(1) D16 TOP AND

BOTTOM, TYP

SECTIONB

25 CLR TYP AT SLAB,

75 CLEAR TYP AT

SLAB-ON-GRADE

D13 AT 300, TYP

D13 AT 300

CONCRETE SLAB,

SEE PLAN

RIGID INSULATION, 276

kPa MIN COMPRESSIVE

STRENGTH

CONCRETE CRICKET

CONCRETE ROOF

SLAB, SEE PLAN

M

IN

m m

C

LR

M

IN

X

SECTIONX

(NO CURB)

D13 AT 300 EACH WAY

SEE ARCH DWGS FOR RISE AND RUN

D13 NOSING BAR

(2) D13 CONT D16 AT 300

EACH WAY

(2) D16

CONT

M

IN

M

IN1

3" C

LR

C

LR

M

IN

C

LR

C

LR

M

IN

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

K A

I H

A W

A

II

IN

C

S

O U

T H

B E

R E

T A

N

IA

S T

R E

E T

C

-1 C

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

K A

I H

A W

A

II

I N

C

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

A S

N O

T E

D

/1 6/

:1

5:

P M

C U s e rs

\l io n e l\ D o c u m e n ts

\R e v it

U s e r

F ile s \2

.0

K

A I_ e jk

-N E

W B

L D

G -S

C e n tr a l_ lio n e l.

rv t /1

/2

:1 :4

P

M

S-610

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L F

Y P

R O

J E

C T

N O

P

A

T Y

P

IC

A L C

O N

C R

E T

E B

E A

M A

N D

G

IR

D E

R D

E T

A

IL

S

G A

C A

D D

B M

M

A Y

P A

-B

N E

W S

-6

S -6

1 : 20 A1

TYPICAL BEAM/COLUMN CONNECTION AT TYPICAL FLOOR

1 : 20

A3

TYPICAL BEAM/COLUMN CONNECTION AT ROOF

0 1 2 m

SCALE: 1:20

1 : 20 B1

CONCRETE DRAG BEAM CONNECTION

NTS

C1

TYPICAL EQUIPMENT PAD AT ROOF

1 : 12 B3

TRIM BARS AT MULTIPLE SMALL OPENINGS IN SLAB

1 : 16 C4

TYPICAL STAIR-ON-GRADE DETAIL

G

E N

E R

A L

P R

E -B

ID

R

E V

IS

IO

N S

/1

4/

B

ST

OP

STO P

.0

.0

.0

20.00

.0

.0

14.00

14.00

14.00

14.00

14.00

.0

.0

.0

.0

18.00

19.00

15.00

.0

.0

14.00

.0

14.00

14.00

14.00

14.00 gate iron fence, h=1.2m iron fence

, h= 1.2m iron fence

, h= 1.2m iron fence, h=1.2m ch ai n-lin k fe nc e, h=

.4 m ch ai n-lin k fe nc e, h= .8 m gate chain-link fence enclousure, h=2.1m chain-link fence, h=1.2m m et al fe nc e, h= 1.

m gate gate gate iron fence h= .7 m iron fence, h= .1 iron fence, h=1.17m ga te w/barbed wire wire fence, h=1.5m iron fenceh=1.2m gate ir on fe nc e, h 1.

m iro n fe nc e, h =1 .2 m cl f, h 1.

gate ga te chain-link fence, h=2.4m w b ar be d w ir e

TMHTMH

TMH

TMH

TMH

TMH

TMH

TMH

TMH

TMH

BOX

COMMU

TMH

TMH

TMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

E

E

EMH

EMH

S

LO

W

B U S

P A R K

IN

G

O N L Y

B U S

P A R K

IN

G

O N L Y

DANGER ZONE

B U S

P

AR

KIN

G

O N

LY

B U S

P

AR

K

IN

G

O N

LY

B U S

P

AR

K

IN

G

O N L Y

B U S

PAR

KIN

G

O N

LY

B U S

P

AR

KIN

G

O N

LY

D

AN

G E R Z O N E

D

AN

G E R Z O N E

D

AN

G E R Z O N E

BU S

PARK ING

ONLY

BU S

PARK ING

ONLY

BU S

PARK ING

ONLY

BU S

PARK ING

ONLY

u.m.

BU

S

PAR

KIN

G

O

NLY

D

AN

G

ER

ZO

N E

V

V

V

V

V

V

V

V

V

VV

V

V

V V

V

V

V

V V V V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

SASEB

O

E L E M

E N

TARY

S C H O O L siren m irror bench sign sign w/conc. footing sign s ig n

2-vent s ig n sign x -w a lk sign ubx sign ramp d.s.

ri se r s i g n riser s te p s riser riser t 2

. 7 b

.0 la n d in g t 2

.6 b

.7 la n d in g wheel stops u.m.

u.m.

u.m.

sign riser step chiller sign ri se r

2-riser u.m.

sump w h e e l u.m.

u.m.

s to p s

-u

.m

-u

.m

Steps & Landing riser

2-vent

Co Co

Co

Co

Co Co

EXIST BLDG 1665

HIGH SCHOOL

M

IC

H

IG

A N

W A

Y

KENTUCKY WAY

PENNSYLVANIA AVENUE

EXIST BLDG 502

HIGH SCHOOL

DEMOLISH EXIST BUILDING 1530

COMPLETELY TO GRADE, INCLUDING

CONCRETE FLOOR SLABS,

SURROUNDING CONCRETE WALKS, AND

CONCRETE FOUNDATIONS; ABATE

HAZARDOUS MATERIALS IDENTIFIED IN

HAZMAT DRAWINGS H-001, H-002 AND

H-101 PRIOR TO PERFORMING THE

DEMOLITION WORK

EXIST BLDG 1618

HIGH SCHOOL

NEW HIGH SCHOOL

BUILDING SITE

ABATE HAZARDOUS MATERIALS

IDENTIFIED IN HAZMAT DRAWINGS

H-001, H-002 AND H-101 PRIOR TO

PERFORMING RENOVATRION

WORK; SEE 2AD SHEET SERIES

FOR DEMOLITION WORK

ABATE HAZARDOUS MATERIALS IN

B1618 IDENTIFIED IN HAZMAT

DRAWINGS H-001, H-002 AND H-101

PRIOR TO PERFORMING RENOVATION

WORK; SEE SHEET SERIES 3AD FOR

DEMOLITION WORK

EXIST SASEBO ELEMENTARY

SCHOOL

DROP OFF

EXIST BLDG 1530

MIDDLE SCHOOL

EXIST

UST ENCL

MECH

ENCL

EXIST PARKING LOT

EXIST BLDG 1656

BOILER PLANT

ALASKA LOOP

EXIST FIRE LANE

S E

R V

IC

E

R O

A D

BLDG 539

BLDG 541

PLAYGROUND

EXISTING MECH ENCLOSURE TO

BE PARTIALLY DEMOLISHED;

SEE SHEET AS102

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

/7

/2

3:

:4

P

M

AD101

603126

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

A R

C H

IT

E

C T

U R

A L S

IT

E

D E

M O

L

IT

IO

N

P L A

N

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W A

D

P A

-B

N E

W

A D

1 : 500 A4

ARCHITECTURAL SITE DEMOLITION PLAN

N

1. DO NOT DISTURB EXISTING CONSTRUCTION BEYOND EXTENT INDICATED OR NECESSARY FOR

INSTALLATION OF NEW CONSTRUCTION. PREVENT THE SPREAD OF DUST AND DEBRIS TO

ADJACENT OCCUPIED PORTIONS OF THE SITE, AND AVOID CREATION OF A NUISANCE OR HAZARD

IN THE SURROUNDING AREA.

2. PROTECT TREES WITHIN THE PROJECT SITE WHICH MIGHT BE DAMAGED DURING DEMOLITION

WORK. REFER TO CIVIL DRAWINGS FOR TREES TO BE REMOVED.

3. DO NOT BEGIN DEMOLITION WORK UNTIL ALL UTILITY DISCONNECTIONS HAVE BEEN MADE. REMOVE

EXISTING UTILITIES AND TERMINATE AT SOURCE IN A MANNER CONFORMING TO NATIONALLY

RECOGNIZED CODE COVERING THE SPECIFIC UTILITY AND APPROVED BY THE CONTRACTING OFFICER.

REFER TO CIVIL, MECHANICAL, PLUMBING, ELECTRICAL, AND COMMUNICATIONS SHEETS FOR

ADDITIONAL DEMOLITION NOTES.

4. BEFORE, DURING, AND AFTER THE DEMOLITION WORK, CONTINUOUSLY EVALUATE THE

CONDITION OF THE STRUCTURE BEING DEMOLISHED AND TAKE IMMEDIATE ACTION TO PROTECT

ALL PERSONNEL WORKING IN AND AROUND THE PROJECT SITE.

5. PRIOR TO DEMOLITION WORK, COORDINATE WITH CONTRACTING OFFICER TO SALVAGE EXISTING

APPLIANCES AND EQUIPMENT TO BE REUSED AND/OR SAVED BY THE SCHOOL OR BASE.

REFER TO CIVIL, MECHANICAL, PLUMBING, ELECTRICAL, AND COMMUNICATIONS DRAWINGS

FOR DEMOLITION OF SITE ITEMS AND UTILITIES.

6. REMOVE METERS AND RELATED EQUIPMENT AND DELIVER TO A LOCATION IN ACCORDANCE WITH

INSTRUCTIONS OF THE CONTRACTING OFFICER.

7. DISPOSE OF DEBRIS, RUBBISH, SCRAP, AND OTHER NON-SALVAGEABLE MATERIALS RESULTING

FROM REMOVAL OPERATIONS WITH ALL APPLICABLE FEDERAL AND LOCAL REGULATIONS AS

CONTRACTUALLY SPECIFIED IN THE WASTE MANAGEMENT PLAN.

8. SEE PROJECT SITE AND PHASING PLAN AND PHASING NOTES ON SHEET GC101.

DEMOLITION NOTES

1. PROJECT INTENT IS TO RENOVATE BUILDINGS 1618 AND 1665 AND DEMOLISH BUILDING 1530.

LIMITED MATERIALS HAVE BEEN CHARACTERIZED FOR ASBESTOS AND LEAD AND ADDITIONAL

MATERIALS MAY BE ENCOUNTERED DURING THE COURSE OF DEMOLITION WHICH HAVE NOT

BEEN PREVIOUSLY SAMPLED AND ANALYZED.

2. REFER TO HAZMAT DRAWINGS H-001, H-002 AND H-101 FOR REMAINING ABATEMENT NOTES AND

INSTRUCTIONS.

HAZMAT ABATEMENT NOTES

0 25 50 m

SCALE: 1:500

P

R E

-B

ID

R E

V

IS

IO

N

S /1

(AM-0002)

jonathanl Text Box

DN

A A

C C

B3

1A-301

B3

1A-301

A3

1A-301

A3

1A-301

A1

1A-301

A1

1A-301

D3

1A-301

D3

1A-301

STAIR 1

RD RD RD RD RD RD

R O

O F

S

LA

B S

LO

P

E

:2

T O

G U

T T

E R

CONC GUTTER

B B

D D

SL SL SL SL SL SL SL SL SL SL

ROOF PARAPET, TYP

S

LO

P E

:2

ROOF PARAPET -

DET

OAHU-1 HOUSE-

KEEPING PAD (FLUID

APPLIED ROOFING -

SHOWN HATCHED) -

DET .

ACCU-1 HOUSE-

KEEPING PAD (FLUID

APPLIED ROOFING -

SHOWN HATCHED) -

DET .

R01

RD

FOOD SERVICE

EQUIP

HOUSE-KEEPING

PAD (FLUID APPLIED

ROOFING - SHOWN

HATCHED) -

DET

ROOF CRICKET,

TYP

800 3400

ELEV MACH RM

R

2WW1

ROOF GUTTER W/ ROOF

DRAIN & OVERFLOW

SCUPPER - DET .,

TYPICAL

FLUID APPLIED ROOFING

MOD BIT

MEMBRANE

ROOFING

MECH DUCTS PENETRATION -

DET .

ROOF LEVEL HIGH POINT (EL 14900)

STAIR ROOF HIGH

POINT (EL 12450)

D.1 D.1

7170 6915 6915 7000 7000

3820 3300

35000

ROOF BELOW

/A5 1A-410

OVERFLOW

SCUPPER, TYP

OVERFLOW

SCUPPER, TYP

OVERFLOW

SCUPPER

PIPE PENETRATION

ENCLOSURE -

DET

4500 5800 MAU-1 HOUSE-KEEPING PAD

(FLUID APPLIED ROOFING -

SHOWN HATCHED) -

DET

/C4 A-503

/D4 A-503

1730 500

MECH DUCT

PENETRATION -

DET /C4 A-503

PIPE PENETRATION

ENCLOSURE -

DET ./D4 A-503

ROOF WALK PADS,

TYPICAL

EQUIPMENT STAND -

DET .,

TYPICAL

/A4 A-503

/A3 A-502

3875 4 EQUAL BAYS 3875

FALL PROTECTION,

TYPICAL -

DET /A1 A-502

PIPE PENETRATION

ENCLOSURE -

DET ./D4 A-503

E

Q U

A L

B A

Y S

OVERFLOW SCUPPER -

DET , DET 'b'

/C1 A-502

/B1 A-504

SLOTTED CONC

PARAPET WALL - SEE

STRUCT DWG C1/1S-201

E E

VENT TO ROOF -

DET

RADON PIPES (100MM APART) -

DET .

RADON PIPE -

SEE MECH DWG

A1/1P-102

/B2 A-503

/B2 A-503

EXTENT OF

ELASTOMERIC

COATING ON CONC

PARAPET AT CONC

GUTTER -

DET C2/A-502

A2

A-502

EXTENT OF ELASTOMERIC

COATING ON CONC PARAPET AT

CONC GUTTER - DET C1/A-502

A1

A-503

/B2 A-502

/B2 A-502

/B2 A-502

/B2 A-502

/C5 1A-413

EXIST

B1665

NEW

BLDG

EXIST

B1618

SES

BLDG

SITE PLAN KEY

MECH

RATED PARTITIONS NON-RATED PARTITIONS

1 HR FR SP SMOKE PARTITION

2 HR FR SB SMOKE BARRIER

PARTITIONS RATING LEGEND

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

A s in d ic a te d

/1 6/

0:

:5

A

M

1A-160 603161

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

R O

O F

P L A

N

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W A

-1

P A

-B

N E

W

A

-1

1 : 100 B5

ROOF PLAN

N 0 5 10 m

SCALE: 1:100

P

R E

-B

ID

R E

V

IS

IO

N

S /1

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

D

WOOD MEMBERS SPACED AT 300MM APART

RECESSED LINEAR

LIGHT FIXTURE

(150MM X 3650MM) -

SEE ELEC LIGHTING

SCHEDULE 1EL702

FOR TYPE 15 FIXTURE

GLAZED CERAMIC

TILE WALL

VEST

WAIT / CAREER

100MM SQ WD

MEMBERS (JAPANESE

CEDAR) W/ INTEGRATED

LED STRIP BACK

LIGHTING, TYPICAL -

DET

STAINLESS STEEL

SUPPORTS, TOP AND

BOTTOM (@ MID-PT

FOR MEMBERS OVER

4000MM), TYP

CERAMIC TILE

WALL PARAPET

D.1

/B4 A-504

1650 .

E

HIGH SECURITY

KEY SAFE

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

ROOF LEVEL HP

14900

STAIR 1 ROOF HP

17300

B

TOP OF PARAPET

15400

300MMX300MMX95MM

CLEAR GLASS BLOCK,

TYPICAL - DETAIL

2120 150

CONC WALL -

PAINTED, TYP

ELECTRICAL

ENCLOSURE

/D1 1A-202

THIRD FLOOR

1 2 3 4

ALUM CARRIER PLATE

SPACED ALIGNED W/

WINDOW MULLION, TYPICAL

WINDOW BEYOND - SEE

EXTERIOR WINDOW WALL

SYSTEMS ON SHEET A-810

TERRACOTTA

BAGUETTE, TYP OF 3 -

DET , SIM/B3 A-820

TERRACOTTA

BAGUETTE, TYP OF 3 -

DET , SIM/B3 A-820

TERRACOTTA

BAGUETTE, TYP OF 3 -

DET ./B3 A-820

FIRST FLOOR

SECOND FLOOR

6 7

TERRACOTTA

BAGUETTE -

DET .

CONC WALL -

PAINTED, TYPICAL

WINDOW BEYOND -

SEE EXTERIOR

WINDOW WALL

SYSTEMS ON

SHEET A-810

/A3 A-821

CONC WALL - PAINTED

CONC WALL - PAINTED

20MM CHAMFER

300MMX300MMX95MM

CLEAR GLASS BLOCK

MORTAR FILL, TYP

MORTAR JOINT - ALL

AROUND, TYPICAL

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

A s in d ic a te d

/7 /2

3:

:0

P M

1A-202 603163

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

E N

L A

R G

E D

E X

T E

R

IO

R E

L E

V A

T

IO

N S

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W A

-2

P A

-B

N E

W

A

-2

1 : 50 A4

ENTRY WALL ELEVATION

1 : 50

A1

PARTIAL WEST ELEVATION (AT STAIR #1)

1 : 50 C3

TYPICAL ALUMINUM AND TERRACOTTA SUNSCREENS AT 3RD

FLOOR CLASSROOMS

1 : 50 A2

SOUTH LOUVER ELEVATION 0 2 5 m

SCALE: 1:50

1 : 10 D1

GLASS BLOCK UNIT

P

R E

-B

ID

R E

V

IS

IO

N

S /1

(AM-0002)

jonathanl

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

ROOF LEVEL HP

14900

A

TOP OF PARAPET

15400

LS

INFO CTR

FRZ

CONC PARAPET

SLOPED CONC ROOF SLAB

MOD BIT ROOFING ON

COVER BD ON R-4.4 BOARD INSULATION

OVER CONC ROOF SLAB

HIGH PT OF CONC

GUTTER BEYOND

ROOF DRAIN BEYOND

SUSPENDED ACOUSTICAL

CLOUD CEILING, TYP

HANGER ROD SYSTEM,

SEISMICALLY BRACED, TYP

GYP BD ON 65MM CFS FRAMING, TYP;

PROVIDE LATERAL METAL CHANNELS

(C-TYPE) @ 1200 MM VERTICALLY;

INSTALL WALL ANCHORS @ 1200 MM

VERTICALLY AND 900 MM LATERALLY

RESIL FLOORING ON

CONC FLOOR SLAB

50MM GLASS-FIBER

WRAPPED ACOUS

PANEL (AP-2), TYP

50MM R-2.13 CONT BOARD INSULATION

AT INTERIOR SIDE OF CONC WALL, TYP

RESIL FLOORING ON

CONC FLOOR SLAB

COLD STORAGE ROOM - SEE 1QF101

DEPRESSED CONC SLAB

VAPOR BARRIER

AGGREGATE BASE COURSE

CONC ROOF FLASHING

TERMINATION SILL

MOD BIT ROOFING

DOWNSPOUT LEADER

BEYOND

GUTTER LOW PT BEYOND

CONC HEADER & BEAM

ALUM FRAME WINDOW

WALL SYSTEM, TYP

CONC WALL, TYP -

PAINTED

PVC DOWNSPOUT BEYOND

CONT JOINT FILLER &

SEALANT

CONC WALKWAY OVER

AGG BASE COURSE

SLOPE 1:50

SLOPE 1:25

CONC BEAM BEYOND

CONC BEAM BEYOND

MTL STUD WALL W/

GYP BD, UP TO STRUCT

MTL STUD WALL W/

GYP BD, UP TO STRUCT

FAA-VB APPLIED TO INSIDE

FACE OF BOARD INSULATION

SUSPENDED ACOUSTICAL

CLOUD CEILING, TYP

FAA-VB APPLIED TO INSIDE

FACE OF BOARD INSULATION

A-502

C2

COLD ROOM FLOOR

ASSEMBLY, SEE FS DETAILS ON

SHEET 1QF306

ALUM FRAME WINDOW

WALL SYSTEM, TYP

SUPPORT STRAP

50MM GLASS-FIBER WRAPPED

ACOUS PANEL (AP-2)

FAA-VB APPLIED TO INSIDE

FACE OF BOARD INSULATION

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

TOP OF PARAPET

15400

WKRM

COPY

SCI LAB

CONC PARAPET

MOD BIT ROOFING ON

COVER BD ON R-4.4 BOARD

INSULATION OVER CONC

ROOF SLAB

MOD BIT ROOFING

50MM GLASS-FIBER WRAPPED

ACOUS PANEL (AP-2)

HANGER ROD SYSTEM,

SEISMICALLY BRACED, TYP

PAINTED ALUM

PERFORATED

GUARDRAIL W/

POSTS EMBEDDED

INTO CONC SLAB,

TYPICAL

CONC WALKWAY

ALUM FRAME WINDOW, TYP

SUSPENDED ACOUS

TILE CEILING, TYP

CONT JOINT FILLER &

SEALANT

CONC WALKWAY OVER

AGGREGATE BASE COURSE

VAPOR BARRIER

AGGREGATE BASE COURSE

SLOPE 1:50

GYP BD ON 100 MM CFS

FRAMING @ WKRM [211]

METAL PANEL SOFFIT, TYP

FAA-VB APPLIED TO INSIDE FACE

OF BOARD INSULATION

FAA-VB APPLIED TO INSIDE

FACE OF BOARD INSULATION

METAL PANEL SOFFIT, TYP

ALUM FRAME WINDOW, TYP

PAINTED ALUM PERFORATED

GUARDRAIL W/ POSTS

EMBEDDED INTO CONC SLAB,

TYPICAL

15X15 DRIP, TYP

TYP

A-502

A2

LIGHT RAIL,

SEE ELEC DWG

1EL701 TYPE 7

FIXTURE

LIGHT RAIL,

SEE ELEC DWG

1EL701 TYPE 7

FIXTURE

50MM R-2.13 CONT BOARD INSULATION

AT INTERIOR SIDE OF CONC WALL, TYP

SL

SL

FAA-VB APPLIED

TO INSIDE FACE

OF BOARD

INSULATION

FAA-VB APPLIED

TO INSIDE FACE

OF BOARD

INSULATION

GYP BD ON 65MM CFS FRAMING

GYP BD ON 100 MM CFS

FRAMING @ COPY [107]

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

/7 /2

3:

:4

P M

1A-420 603172

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

W A

L L S

E C

T

IO

N S

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W A

-4

P A

-B

N E

W

A

-4

1 : 20 A3

WALL SECTION

0 1 2 m

SCALE: 1:20 1 : 20

A5

WALL SECTION THROUGH BRIDGE WALK

P

R E

-B

ID

R E

V

IS

IO

N

S /1

(AM-0002)

jonathanl

PT-1

TYP

RB-1 TYP

CG-2

OPEN TO

BEYOND

SOFFIT LINE, SEE RCP

A1

A-561

PT-1

RB-1

PT-1

PT-1

RB-1

PT-1

RB-1

PT-1

RB-1 TYP 750 900 450 450 877

PLAM-1

A2

A-560

A3

A-560

B3

A-560

PT-1

RB-1

230350 OC

PTD-1 SD-1

PT-1

RB-1

WB-2

PT-1

RB-1

1. SEE SHEET A-601 FOR COLOR AND MATERIAL FINISH SCHEDULE

2. SEE SHEET A-605 FOR ACCESSORY MOUNTING HEIGHTS LEGEND

3. SEE SHEET A-605 FOR TOILET ACCESSORIES SCHEDULE

4. SEE SHEET AI-500 FOR FINISH INTERIOR ELEVATION

GENERAL NOTES:

WB-2

PT-1

ACCENT PAINT

PT-7

RB-1 TYP

PT-7 PT-1

PT-1

RB-1

OPEN TO BEYOND

PT-1

SS-2

A1

A-561

PT-1

PT-1

A1

A-560

PT-1

RB-1

SS-1

PLAM-1

TYP

TYP

PLAM-1

PT-1 TYP

A4

A-560

TYPRB-1

WB-2

WB-3

FRP-1

PT-1

FRP WAINSCOT

PT-1

FRP-1

RB-1 TYP

WALL CLEANOUT

FRP-1

PT-1

MOP SINK

MH

FRP-1

PT-1

PTD-1

SD-1

CLERICAL

COPY

RECORDS

DOCS DSTR

RECEP

VEST

COMMONS

TRANSP

112TOILET

JAN1

ACCENT PAINT PT-6

WB-2

WB-2

WB-2

ACCENT

PAINT PT-7

EHD

SCD

SND

TTD

MR-1

SD-1

PTD-1

MH WC

GB

CG-2, TYP

WB-2

WB-3

CG-2, TYP

SD-1 43

A-563

C4

SD-1

PTD-1

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

A s in d ic a te d

/9 /2

1:

:3

P M

1A-430 603176

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

IN

T

E R

IO

R

E L E

V A

T

IO

N S

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W A

-4

P A

-B

N E

W

A

-4

A

A

A

1 : 50 D4

102 - RECEPTION

B C D

1 : 50 C3

107 - COPY

B C DA

A

C

BD

KEY TO

INTERIOR

ELEVS

0 2 5 m

SCALE: 1:50

1 : 50 C5

108 - CLERICAL

B C DA.1

1 : 50 B3

109 - DOCS DSTR

B C D

1 : 50 A3

110 - JAN1

B C D

1 : 50 A4

ENLARGED PLAN - RECEP (102), CLER (108), & DOCS DSTR (109)

A

P

R E

-B

ID

R E

V

IS

IO

N

S /1

(AM-0002)

peteg

GIRLS

BOYS

EHD

EHD

MR-1 OVER

LAV, TYP

MR-1 OVER

LAV, TYP

COMBO DUAL-SIDED

TTD/SCD/SND

COMBO DUAL-

SIDED

TTD/SCD/SND

TTD-1

SND-1

GBGB

ALIGN EDGE OF

COUNTER TO WALL

EHD

SCD-1

SD-1

SD-1 TYP

SD-1, TYP

SD-1

CORNER GUARD CG-2 TYP

TTD-1

SCD-1

TTD-1

CH-1

CH-1

CH-1

CH-1 CH-1

CH-1

E Q

E Q

E Q

E Q

TOILET

PARTITION

PT-1

SCD-1

PT-1

TILE WAINSCOT,

SEE SHEET

A1/AI500 FOR

TILE PATTERN

EHD

MR-1, CENT OVER LAV

EQ EQ

SD-1 CENTERED BETWEEN MIRROR

PT-1

LIGHT FIXTURE

WALL CLEANOUT

TILE WAINSCOT,

SEE SHEET

A1/AI500 FOR

TILE PATTERN

EHD

SD-1250

URINAL SCREEN

PT-1

TILE WAINSCOT,

SEE SHEET

A1/AI500 FOR

TILE PATTERN

PT-1

TOILET PARTITIONURINAL SCREEN

MR-1, CENT ON LAV

OPEN

UR UR

PT-1

LIGHT FIXTURE

TILE WAINSCOT,

SEE SHEET

A1/AI500 FOR

TILE PATTERN

TOILET PARTITION

OPEN

PT-1

LIGHT FIXTURE

TOILET

PARTITION

PT-1

TILE WAINSCOT,

SEE SHEET

A1/AI500 FOR

TILE PATTERN

PT-1

EHD

MR-1, CENT OVER LAV

600609

EHD

EQ EQ

SD-1

MR-1 CENTER OVER LAV. SIT ON TOP OF LAV SHELF

SD-1 CENT BETWEEN MIRRORS

PT-1

LIGHT FIXTURE

WALL CLEANOUT

TILE WAINSCOT,

SEE SHEET

A1/AI500 FOR

TILE PATTERN

OPEN TO

BEYOND

RB-1 TYP

PT-1

TYP

SIGN TYPE P,

SEE AG-502

OPEN TO

HALLWAY 118

EWC

ELEVATOR DOOR

WB-2

PT-1

RB-1 TYP

TYP

CG-2 CG-2

1. SEE SHEET A-601 FOR COLOR AND MATERIAL FINISH SCHEDULE

2. SEE SHEET A-605 FOR ACCESSORY MOUNTING HEIGHTS LEGEND

3. SEE SHEET A-605 FOR TOILET ACCESSORIES SCHEDULE

4. SEE SHEET AI-500 FOR FINISH INTERIOR ELEVATION

GENERAL NOTES:

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

A s in d ic a te d

/7 /2

3:

:5

P M

1A-432 603178

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

IN

T

E R

IO

R

E L E

V A

T

IO

N S

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W A

-4

P A

-B

N E

W

A

-4

A

A

A

A

1 : 50 A4

ENLARGED PLAN - GIRLS (116) & BOYS (115)

1 : 50 C5

115 - BOYS

1 : 50 B5

116 - GIRLS

B C C1 D

B C C1 D

1 : 50 D5

113 - CORRIDOR

B C D

1 : 50 A3

118 - HALL

B

C D

0 2 5 m

SCALE: 1:50

A

C

BD

KEY TO

INTERIOR

ELEVS

P

R E

-B

ID

R E

V

IS

IO

N

S /1

(AM-0002)

jonathanl

DRY STOR1

TOILET

OFFICE

FRZ

REF

JAN2

FOOD SERV1

2H LOCKERS

WB-2

50MM CORNER GUARD, TYP ON

EXPOSED CORNERS, CG-1

STAINLESS STEEL WRAP AROUND

THIS WALL AND COLUMN

EHD

SD-1

MR-1 OVER LAVTTD-1

SND-1

SCD-1

PTD-1

SD-1

PTD-1

SD-1

PTD-1

SD-1

SHELVING (SEE FOOD

SERVICE EQUIP SCHED

FOR DRY STOR)

SEE KITCHEN DRAWINGS FOR KITCHEN EQUIPMENT LAYOUT

FS HOOD ABOVE, TYP

SD-1

PTD-1 1

CH-1

TO COLD

STORAGE

ROOM

QT-2 TYP

CG-1 50 MM CORNER GUARD,TYP

FRP-1

GYP BD SOFFIT - DET /C5 A-510

OPEN TO

BEYOND

OPEN TO

BEYOND

STAINLESS STEEL WRAP (SEE

FOOD SERVICE EQUIP SCHED,

ITEMS 11 & 16, WALL FLASHING)

FS HOODS

FRP-1

CG-1

50 MM CORNER GUARD,TYP

SD-1

PTD-1 SD-1

PTD-1

FRP-1

310250

HAND SINK

OPEN TO

BEYOND

OPEN TO

BEYOND

CG-1 50 MM CORNER GUARD,TYP

FRP-1

FRP-1ELEC PANELS

OPEN

TO

BEYOND

OPEN

TO

BEYOND

FRP-1

OPEN TO

BEYOND

OPEN TO

BEYOND

STAINLESS STEEL WRAP

FS HOOD

ROLL-UP DOOR

FRP-1

ROLL-UP DOOR HOUSING

EQ EQ

WB-2

OPEN OPEN

300 TYP 6- 2H LOCKERS (315MM X

610MM X 1800MM),

TYPICAL OF 12

FEC

1250 TYP FULL HEIGHT FRP PANELS WITH TRIMS - TYP, UON

FRP-1

PT-1

QT-2 TYP

PT-1 TYP

FLOOR MOP SINK

FRP WAINSCOT

SD-1

PTD-1

MH

FRP

FRP-1

TYP

PT-1 TYP

1. SEE SHEET A-601 FOR COLOR AND MATERIAL FINISH SCHEDULE

2. SEE SHEET A-605 FOR ACCESSORY MOUNTING HEIGHTS LEGEND

3. SEE SHEET A-605 FOR TOILET ACCESSORIES SCHEDULE

4. SEE SHEET AI-500 FOR FINISH INTERIOR ELEVATION

GENERAL NOTES:

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

A s in d ic a te d

/9 /2

1:

:1

P M

1A-434 603180

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

IN

T

E R

IO

R

E L E

V A

T

IO

N S

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W A

-4

P A

-B

N E

W

A

-4

A

1 : 50 B4

ENLARGED PLAN - FOOD SERV 1

1 : 50 B5

126 - FOOD SERV1

A1

A2 B

B2

B1

C

C1 D D1

1 : 50 A3

129 - OFFICE

B C D

1 : 50 A5

130 - JAN2

B C DA A

A

C

BD

KEY TO

INTERIOR

ELEVS

0 2 5 m

SCALE: 1:50

1. SEE FINISH FLOOR PLAN FOR EXTENTS

1. SEE FINISH FLOOR PLAN FOR EXTENTS

P

R E

-B

ID

R E

V

IS

IO

N

S /1

SD-1

PTD-1

(AM-0002)

peteg

MOTORIZED ROLLER WINDOW

SHADE AT WINDOW WALL BEYOND

PROJECTOR NICHE IN FOREGROUND

PT-1

PT-1

PT-1

PROVIDE 40MM PIPE SUPPORT

(ON BOTH SIDES OF COMMONS)

FOR AV STAGE LIGHTING -

DET ./A1 A-505

MOTORIZED ROLLER WINDOW

SHADE AT WINDOW WALL BEYOND

MOTORIZED ROLLER WINDOW

SHADE AT WINDOW WALL BEYOND

MOTORIZED ROLLER WINDOW

SHADE AT WINDOW WALL BEYOND

CEILING IN PROFILE

PROJECTION SCREEN

AND HOUSING (SEE AV

DWGS); HOUSING COLOR

SHALL BE "WHITE" OR AS

SELECTED FROM MFR'S

COLOR SELECTION

SPEAKERS (SEE AV DWGS)

PIN MOUNTED DECORATIVE ACOUSTIC PANELS

SEE FINISH SCHEDULE

FABRIC WRAPPED(FAB-1), (AP-1)

ACOUSTIC PANELS. SEE FINISH

SCHEDULE

1250 TYP

T Y

P

680 1500 150 850 450 510 385

75 150

385 390

+100

+150

+200 +200

+100

+150 +100

+150

+200

+100 +150

+100

+150

+100

+100

+100

+200

+200

REFERENCE VALUES

REPRESENT DECORATIVE

ACOUSTIC PANEL SURFACE

OFFSET FROM FABRIC

WRAPPED ACOUSTIC PANEL

BEHIND

ACT-2

PT-1

PT-1

ROLL UP DOOR

WP-1, HIGH TRAFFIC WALL PANEL SYSTEM WITH DECORATIVE FILM.

SEE SHEET AI-500 FOR GRAPHIC DESIGN REPRESENTATION

CORNER GUARD CG-2

RB-1 TYP.

PT-1PT-1 PT-1

PROJECTOR NICHE W/

PERFORATED METAL

SCREEN- DET C1/ A-507

1200 2190 100x200 OPENING

FOR PROJECTOR

LENS - PROVIDE

J-TRIM AROUND

OPENING

DISPLAY CASE

PT-1

PT-1

PT-1

PT-1

STRUCTURE, PAINTED, TYP

PT-2

STRUCTURE, PAINTED, TYP

PT-2

RB-1

A-562

C3 Sim

1. SEE SHEET A-601 FOR COLOR AND MATERIAL FINISH SCHEDULE

2. SEE SHEET A-605 FOR ACCESSORY MOUNTING HEIGHTS LEGEND

3. SEE SHEET A-605 FOR TOILET ACCESSORIES SCHEDULE

4. SEE SHEET AI-500 FOR FINISH INTERIOR ELEVATION

GENERAL NOTES:

PT-1

OPEN TO BEYOND

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

A s in d ic a te d

/7 /2

3:

:0

P M

1A-436 603182

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

IN

T

E R

IO

R

E L E

V A

T

IO

N S

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W A

-4

P A

-B

N E

W

A

-4

C

D

1 : 50 A5

134 - COMMONS (CONTINUED)

B1

A2

0 2 5 m

SCALE: 1:50

C1

P

R E

-B

ID

R E

V

IS

IO

N

S /1

(AM-0002)

jonathanl

WB-3

PTD-1

350 CO

SD-1

EQEQ

900 450 450

TYP

PLAM-1

TYP

B3

A-560

A3

A-560

B4

A-561

A2

A-560

UNDER COUNTER FRIDGE, GFCI

TYP

B2

A-561

RB-1

PT-1 TYP

TYPCOPIER, NIC

CORR

TLT 1

TLT 2

EHD

SCD-1 TTD-1

SND-1

MR-1

SD-1

GB

WC

GB

WC

EHD

SD-1

MR-1

SCD-1

SND-1

TTD-1

CH-1

CH-1

GB

550 230 150

SND-1

TTD-1

SCD-1

PT-1 PT-1

PT-1 PT-1

MR-1

GB

SD-1

LIGHT FIXTURE

TILE WAINSCOT. SEE

TILE PATTERN ON

SHEET A1/ AI500

EHD

GB

TTD-1

SND-1

SCD-1

230550

PT-1 PT-1

PT-1 PT-1

MR-1, CENT

OVER LAV

GB

SD-1

LIGHT FIXTURE

TILE WAINSCOT,

SEE TILE PATTERN

ON SHEET A1/ AI500

EHD

RB-1 TYP

PT-1

TYP

OPEN TO

BEYOND

SOFFIT LINEPT-1 PT-1

SIGN TYPE P,

SEE AG-502

OPEN TO

HALLWAY 221

RB-1

PT-1

TYP

TYP

WB-2

ELEVATOR DOOR

PT-1

WKRM

WB-3

PTD-1

SD-1

1. SEE SHEET A-601 FOR COLOR AND MATERIAL FINISH SCHEDULE

2. SEE SHEET A-605 FOR ACCESSORY MOUNTING HEIGHTS LEGEND

3. SEE SHEET A-605 FOR TOILET ACCESSORIES SCHEDULE

4. SEE SHEET AI-500 FOR FINISH INTERIOR ELEVATION

GENERAL NOTES:

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

A s in d ic a te d

/7 /2

3:

:4

P M

1A-439 603185

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

IN

T

E R

IO

R

E L E

V A

T

IO

N S

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W A

-4

P A

-B

N E

W

A

-4

1 : 50 D4

211 - WKRM

B C D

1 : 50 B5

ENLARGED PLAN - TOILETS

1 : 50 C4

212 - TLT 1

B

C D

1 : 50 B4

213 - TLT 2

B

C D

1 : 50 A4

214 - CORR

B C D

1 : 50 A5

215 - CORRIDOR

B C D

A

A A

A

A

1 : 50 C5

ENLARGED PLAN - WKRM (211)

A

C

BD

KEY TO

INTERIOR

ELEVS

A

C

BD

KEY TO

INTERIOR

ELEVS

0 2 5 m

SCALE: 1:50

P

R E

-B

ID

R E

V

IS

IO

N

S /1

(AM-0002)

jonathanl

GIRLS

218 BOYS

MR-1 OVER

LAV, TYP

ALIGN

EHD

EHD

EHD

EHD

MR-1 OVER

LAV, TYP

COMBO DUAL-

SIDED

TTD/SCD/SND

COMBO DUAL-

SIDED

TTD/SCD/SND

TTD-1

SND-1

GBGB

SCD-1

CORNER GUARD CG-2

SCD-1

TTD-1

TTD-1

CH-1

CH-1

CH-1

CH-1

CH-1

CH-1

CH-1

E Q

E Q

E Q

E Q

TILE

WAINSCOT, SEE

SHEET A1/

AI500 FOR TILE

PATTERN, TYP

TOILET PARTITION

PT-1

EHD

MR-1, CENT OVER LAVEQ EQ

SD-1 CENTERED

BETWEEN MIRROR

PT-1

LIGHT FIXTURE

EHD

SD-1

450 250

PT-1

PT-1

UR UR

URINAL SCREEN

TOILET

PARTITION

MR-1, CENT ON LAV

OPEN

TO

BEYOND

PT-1

LIGHT FIXTURE

SCD-1

GB

PT-1

TILE

WAINSCOT,

SEE SHEET

A1/ AI500

FOR TILE

PATTERN

TOILET PARTITION

OPEN

TO

BEYOND

PT-1LIGHT FIXTURE

TOILET PARTITION

PT-1

TILE WAINSCOT,

SEE SHEET A1/

AI500 FOR TILE

PATTERN

PT-1

EHD

EHD

650 550

MR-1, CENT OVER LAV

SD-1 CENT

BETWEEN MIRRORS

EQ EQ

SD-1

PT-1

LIGHT FIXTURE

TILE WAINSCOT,

SEE SHEET A1/

AI500 FOR TILE

PATTERN

RB-1

PT-1

TYP

TYP

PT-1

EQ EQ

PT-1

LIGHT FIXTURE

PROVIDE BLOCKING (DET A3/A-506) FOR

VCO EQUIPMENT (NIC) FROM EXIST

BUILDING 1665 CLASSROOOM 329A THAT

WILL BE RELOCATED TO THIS WALL BY

THE GOVT - COORDINATE MOUNTING

HEIGHT FOR MONITORS WITH SCHOOL

(V E

R

IF

Y W

/ E X

IS

T

PT-1

EQEQ

1511 1489

75 DIA METAL TABLE LEG

PT-1

B1

A-560

SS-2

RB-1

PT-8

TYP

ACCENT PAINT

READ LAB

GROMMET,

TYP

, T Y

P

122 98

500 500

1. SEE SHEET A-601 FOR COLOR AND MATERIAL FINISH SCHEDULE

2. SEE SHEET A-605 FOR ACCESSORY MOUNTING HEIGHTS LEGEND

3. SEE SHEET A-605 FOR TOILET ACCESSORIES SCHEDULE

4. SEE SHEET AI-500 FOR FINISH INTERIOR ELEVATION

GENERAL NOTES:

1 2 3 4 5

D

C

B

A

US Army Corps of Engineers Japan District

SHEET

IDENTIFICATION

SHEET OF

F Y

P

R O

J E

C T

N O

P

A

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

J A

P A

N C

O R

P S

O F

E N

G

IN

E E

R A

P O

A P

-5

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IN

C

S

K

IN

G

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

I

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T

E D

B Y

P L O

T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

D R

A W

IN

G

C O

D E

P

L O

T D

A T

E

C K

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

S U

B M

IT

T

A L D

A T

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

SIGNED

G R

O U

P

I N

T E

R N

A T

IO

N

A L

IS

O

A

W H

V -1

-D

X F

-4 -4

-0

A s in d ic a te d

/7 /2

3:

:2

P M

1A-440 603186

R E

P L A

C E

E J K

IN

G

H

IG

H S

C H

O O

L

C O

M M

A N

D E

R F

L E

E T

A C

T

IV

IT

IE

S S

A S

E B

O

C F

A S

J

A P

A N

IN

T

E R

IO

R

E L E

V A

T

IO

N S

D e s ig n e r

A u th o r

C h e ck e r

M

A Y

P A

-B

N E

W A

-4

P A

-B

N E

W

A

-4

1 : 50 C5

ENLARGED PLAN - RESTROOMS

1 : 50 C2

217 - BOYS

B

C C1 D

1 : 50 C4

218 - GIRLS

B

C C1

D

1 : 50 B5

221 - HALL

D

1 : 50 A5

222 - READ LAB

B C D

A A

B

A

A

C

BD

KEY TO

INTERIOR

ELEVS

0 2 5 m

SCALE: 1:50

1 : 50 B1

ENLARGED PLAN - READING LAB

P

R E

-B

ID

R E

V

IS

IO

N

S /1

(AM-0002)

jonathanl

PT-1

RB-1

TYP.

TYP.

SIGN TYPE P,

SEE AG-502

OPEN TO

BEYOND

EWC

EWC

ELEVATOR DOOR

PT-1

WB-2

GIRLS

BOYS

EHD

EHD

MR-1 OVER

LAV, TYP

SCD-1

SND-1

TTD-1

COMBO

DUAL-SIDED

TTD/SCD/SND

EH…