W912HV-22-B-0010 AM-0002 Drawings Rev1.pdf

PDF 13 MB Posted Jul 29, 2022

Attached to: Operations Support Facility Chibana Compound, Kadena Air Base, Okinawa, Japan
Solicitation number: W912HV-22-B-0010
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity solicitation is for the construction of a new Defense Logistics Agency Operations Support Facility on the Chibana Compound of Kadena Air Base in Okinawa, Japan. The project scope includes mobilization, demolition, abatement work, construction of the operations support building and supporting facilities, electrical and communication utilities, water and sewer utilities, site preparation, roads, sidewalks, parking, site improvements, landscaping, low impact development, environmental mitigation, and demobilization. Bids for the design-bid-build contract are due by the date specified in the complete solicitation package issued by the Department of the Army Corps of Engineers Engineering District Japan.

View the file

Other files

File	Type	Posted
Abstract OF1419-W912HV22B00010 DLA OSF Chibana Compound.pdf	PDF	Aug 17, 2022
DLA DESC21E1 Compound_As-Built Drawings - Vol 3.pdf	PDF	Jul 29, 2022
W912HV-22-B-0010 AM-0002 Specifications.pdf	PDF	Jul 29, 2022
W912HV-22-B-0010 AM-0002 SF-30.pdf	PDF	Jul 29, 2022
DLA DESC21E1 Compound_As-Built Drawings - Vol 1.pdf	PDF	Jul 29, 2022
DLA DESC21E1 Compound_As-Built Drawings - Vol 2.pdf	PDF	Jul 29, 2022
W912HV-22-B-0010_AM-0001.pdf	PDF	May 31, 2022
Attendees for Pre-Bid_ Site Visit for Chibana Compound.pdf	PDF	May 17, 2022
DLA Site Visit Spillover Parking.pdf	PDF	May 11, 2022
W912HV-22-B-0010_Drawings Vol1.pdf	PDF	Apr 29, 2022
W912HV22B0010.pdf	PDF	Apr 29, 2022
W912HV-22-B-0010_Specification.pdf	PDF	Apr 29, 2022
W912HV-22-B-0010_Drawings Vol2.pdf	PDF	Apr 29, 2022

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4041 4043

82943

ROUTE 74

X X

X X X X

X X

53165 53155

53145

53135 53125

53115C

53115C 53117

53115A

53115

53110

53101

53140 53186

53185

SET-

53115

SHEET ID

US Army Corps of Engineers®

1 2 3 4 5 6 7 8 9 10

E:IS

N N

C O

N O

D R

G C

O D

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

T H

C K

U M

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A1 (8

C O

O A

O N

, H

I 9

AM-0002

E, O

A, J

N S

O R

- C H

A C

O M

N D

E1 , F

G .B

R .N

GI101

E C

O N

D O

W N

A R

OFF SITE CONTRACTOR LAYDOWN AREA

A1 SCALE: 1:1,000

E1 _C

_G I1

GRAPHIC SCALE

SCALE: 1 : 1,000

20000 40000

EXST FENCE

CONTRACTOR LAYDOWN YARD

AND PARKING

ENTRANCE

KADENA AIR BASE GATE #3

PROJECT SITE

NOTES FOR CONTRACTOR LAYDOWN YARD AND PARKING:

1. THE FACILITY WILL BE SHARED WITH OTHER USERS.

COORDINATE WITH THE CONTRACTING OFFICER FOR

SPACE REQUIREMENTS.

2. KADENA BASE PASSES ARE NOT REQUIRED FOR ACCESS

TO THE ALTERNATE LAYDOWN AREA OR THE

CONSTRUCTION EXCLUSION ZONE, ONCE ESTABLISHED.

3. USE OF BUILDING 52100 IN THE ALTERNATE LAYDOWN

AREA IS NOT ALLOWED.

4. PERMANENT GATE CAN BE REMOVED BY THE

CONTRACTOR. CONTRACTOR IS REQUIRED TO PROVIDE A

TEMPORARY GATE AND REINSTALL PERMANENT GATE

AFTER CONSTRUCTION IS COMPLETE. REFER TO SHEET

C-517 DETAIL A6 FOR TEMPORARY GATE.

5. COORDINATE WITH THE CONTRACTING OFFICER PRIOR

TO REMOVING THE PERMANENT GATE.

6. THERE ARE NO WORKING HOUR RESTRICTIONS FOR USE

OF THE ALTERNATE LAYDOWN AREA.

7. POWER, WATER, AND SEWER SERVICE IS AVAILABLE AT

THE ALTERNATE LAYDOWN AREA.

8. CONTRACTOR SHALL COORDINATE WITH LOCAL JAPAN

POLICE DEPARTMENT AND LOCAL OFF-BASE CITY AND

PREFECTURAL AUTHORITIES FOR ALL CONTRACTOR

TRAFFIC ENTERING AND EXISTING THE PROJECT SITE

AND LAYDOWN YARD AND PARKING AREA. CONTRACTOR

SHALL OBEY ALL JAPAN TRAFFIC LAWS AND IS

RESPONSIBLE TO COMPLETE ALL TRAFFIC CONTROL

PERMITTING AND COORDINATION FOR THEIR OFF-BASE

TRAFFIC, INCLUDING QUEUING OF VEHICLES ENTERING

OR EXISTING THE PROJECT SITE OR LAYDOWN AND

PARKING AREA ON ROUTES 26 AND 74.

9. IF UNPAVED, PLACE GRAVEL AT THE ENTRANCES OF THE

CONTRACTOR LAYDOWN AREA AND PARKING.

SHARED SPACE WITH

OTHER CONTRACTORS.

SEE NOTE 1.

CONTRACTOR MAY

INSTALL TEMPORARY

GATE. SEE NOTE 4.

TRAFFIC EXITING THE PROJECT

SITE CAN ONLY TURN LEFT.

CONTRACTOR SHALL INSTALL

TEMPORARY TRAFFIC

SIGNAGE.

THIS AREA FOR EXCLUSIVE USE

BY CHIBANA COMPOUND

CONTRACTOR (THIS CONTRACT)

U N

R A

M -0

EXSTSECONDARYENTRANCE

X X

X X X X X X X X

X X

XXX

X X

W x

Wx Wx Wx

X X X

X X

PAR

KIN

G N

PAR

KIN

G N

PAR

KIN

G N

N O

STO

89101112

SS x

SSx SSx

SSx

SSx SSx

SSx

SSx SSx

WV WV

YIELD

W x

TANK

STOP

SSx

SSx SSx

SSx SSx SSx SSx SSx SSx SSx

SDx

SSx

49 50

53 54

X X

53110

53117

53125531355314553155

53165

53186

53185

53140

BASKETBALL COURT

53101

EPEP

EMH#1

EMH#2

TMH

-26-5

EMH

W x

Wx Wx

X X

ROUTE 74

CONTROL

ROOM

53115

WING C

53115

WING B

53115

WING A

SSx SSx SSx SSx SSx SSx SSx SSx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

SDx SDx SDx SDx

SDx

SDx SDx

SDx

SDx SDx SDx SDx

Wx Wx

TMH

223-26-6

SET-

53115

LIFT

STA

53115

WING C

W x

Wx Wx

W x

E=29160

E=29190

E=29220

E=29130

N=40380

N=40410

N=40320

N=40290

127° 47' 31.8951"

127° 47' 32.9772"

127° 47' 34.0594"

127° 47' 30.8129"

26° 21' 50.1823"

26° 21' 51.1572"

26° 21' 52.1321"

26° 21' 49.2075"

26° 21' 48.2326"

N=40350

SHEET ID

US Army Corps of Engineers®

1 2 3 4 5 6 7 8 9 10

E:IS

N N

C O

N O

D R

G C

O D

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

T H

C K

U M

E R

A1 (8

C O

O A

O N

, H

I 9

AM-0002

E, O

A, J

N S

O R

- C H

A C

O M

N D

E1 , F

G .B

R .N

E 1:

C O

R U

C T

Y G

C O

R 'S

PHASE 1: CONSTRUCT TEMPORARY

ENTRY GATE AND CONTRACTOR'S GATE

SCALE: 1 : 300

5000 10000

GRAPHIC SCALE

PHASE 1 CONSTRAINTS:

1. DURING THE CONSTRUCTION OF THE TEMPORARY ACCESS

CONTROL POINT AT THE SECONDARY ENTRANCE AREA, THE

EXISTING SWING GATE WILL BE CLOSED. THE CONTRACTOR

WILL USE THE EXISTING MAIN ENTRANCE TO ACCESS THE

SITE.

2. THE TEMPORARY CONTRACTOR'S GATE AT THE MAIN

ENTRANCE AREA MUST BE INSTALLED PRIOR TO REMOVAL

OF THE EXISTING MOTORIZED SLIDING GATE.

3. ALL CONTRACTOR PERSONNEL REQUIRE BASE PASSES

DURING PHASE 1 AND PRIOR TO THE COMPLETION OF THE

CONSTRUCTION EXCLUSION ZONE (PHASE 2).

EXST PERIMETER FENCE

LIMITS OF PHASE 1

A1 SCALE: 1:300

EXST MAIN

ENTRANCE

E1 _C

_G I1

LIMITS OF PHASE 1

WORK TO BE COMPLETED IN PHASE 1:

1. MODIFY EXISTING SECONDARY ENTRANCE TO FUNCTION AS

TEMPORARY ACCESS CONTROL POINT, INCLUDING:

A. CONSTRUCT CONCRETE PAD FOR SLIDING GATE RAIL

& RELOCATE EXISTING SLIDING GATE (INCLUDING

MOTORIZED OPERATOR) FROM MAIN ENTRANCE TO

SECONDARY ENTRANCE. PROVIDE GATE CONTROL

AT TEMPORARY GUARD HOUSE TO MATCH EXISTING.

B. CONSTRUCT TEMPORARY CHAIN LINK FENCE

C. EXISTING GUARD BOOTH TO BE USED BY BASE

SECURITY PERSONNEL DURING THE CONSTRUCTION

PERIOD. CONTRACTOR TO PREPARE AND CLEAN

EXISTING GUARD BOOTH FOR USAGE.

D. INSTALL TEMPORARY POWER/TELECOM CONNECTION

AND INFRASTRUCTURE FOR TEMPORARY GUARD

HOUSE. REFER TO SHEET ES101 AND TS101.

E. CAMERA AT EXISTING GUARD HOUSE AND EXISTING

POLE TOP TO BE RELOCATED AND FULLY

FUNCTIONAL AT TEMPORARY GUARD HOUSE AND

EXISTING POLE ADJACENT TO B53140.

F. SIPR NETWORK SAFE AND GSA APPROVED CABINET

TO BE RELOCATED AND FULLY FUNCTIONAL AT

TEMPORARY LOCATION, INCLUDING NEW PATCH

PANELS, CABLES AND CONNECTORS. MAXIMUM

DOWNTIME OF 2 WEEKS.

2. CONSTRUCT TEMPORARY CONTRACTOR'S GATE AT MAIN

ENTRANCE.

3. DEMOLISH FENCE AROUND BASKETBALL COURT.

EXISTING MOTORIZED

SLIDING GATE. RELOCATE

TO SECONDARY ENTRANCE.

CONSTRUCT TEMP

CONTRACTOR GATE

EXISTING GUARD BOOTH TO BE USED BY

BASE SECURITY PERSONNEL DURING THE

CONSTRUCTION PERIOD. CONTRACTOR TO

PREPARE AND CLEAN EXISTING GUARD

BOOTH FOR USAGE.

CONSTRUCT CONC PAD & RELOCATE

SLIDING GATE FROM MAIN ENTRACE.

CONSTRUCT TEMP

CHAIN LINK FENCE

EXST SWING GATE SHALL

REMAIN CLOSED UNTIL COMPLETION

OF TEMP ACCESS CONTROL POINT.

PHASE 1

CONTRACTOR

STAGING AREA

LIMITS OF PHASE 1

CONTRACTOR STAGING AREA

LEGEND

LINE TYPE DESCRIPTION

RELOCATE EXISTING SIPR

EQUIPMENT IN BUILDING 53125

TO BLDG 53165. REFER TO NOTE

1.F OF THIS SHEET.

RELOCATE EXST CALL BOX TO

THE TEMP GATE LOCATION.

REFER TO ES AND TS SHEETS

THE SIPR SAFE AND CABINET WILL BE

RELOCATED TO ARMS ROOM 101.

CABINET DIMENSIONS: THE CABINET IS 20 3/4"

W X 28" D X 57 1/2" H.

SAFE DIMENSIONS: L = 1220 MM X W = 1016MM;

DOOR SWINGS OPEN AT 712MM EACH SIDE.

DEMOLITION

GI102

NOTES:

- PHASING REPRESENTS THE OVERALL INTENTION OF THE

CONSTRUCTION PROGRESSION. THE CONTRACTOR MAY

PROPOSE ALTERNATE PHASING TO BE APPROVED BY THE

CONTRACTING OFFICER.

- FOR PHASE 1-3: NET SOIL IMPORTED TO THE SITE TO BE USED

AS FILL IS APPROX. 500M3. USE BASKETBALL COURT AREA

AND NEW BUILDING FOOTPRINT AREA TO MANAGE

UNLOADING AND PLACEMENT OF FILL SOIL.

U N

R A

M -0

X X

X X X X X X X X

X X

XXX

X X

W x

Wx Wx Wx

X X X

X X

PAR

KIN

G N

PAR

KIN

G N

PAR

KIN

G N

N O

STO

89101112

SS x

SSx SSx

SSx

SSx SSx

SSx

SSx SSx

WV WV

YIELD

W x

TANK

STOP

SSx

SSx SSx

SSx SSx SSx SSx SSx SSx SSx

SDx

SSx

49 50

53 54

X X

53110

53117

53125531355314553155

53165

53186

53185

53140

BASKETBALL COURT

53101

EPEP

EMH#1

EMH#2

TMH

-26-5

EMH

W x

Wx Wx

X X

ROUTE 74

CONTROL

ROOM

53115

WING C

53115

WING B

53115

WING A

SSx SSx SSx SSx SSx SSx SSx SSx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

SDx SDx SDx SDx

SDx

SDx SDx

SDx

SDx SDx SDx SDx

Wx Wx

TMH

223-26-6

SET-

53115

LIFT

STA

53115

WING C

W x

Wx Wx

W x

EXSTSECONDARYENTRANCE

E=29160

E=29190

E=29220

E=29130

N=40380

N=40410

N=40320

N=40290

127° 47' 31.8951"

127° 47' 32.9772"

127° 47' 34.0594"

127° 47' 30.8129"

26° 21' 50.1823"

26° 21' 51.1572"

26° 21' 52.1321"

26° 21' 49.2075"

26° 21' 48.2326"

N=40350

SHEET ID

US Army Corps of Engineers®

1 2 3 4 5 6 7 8 9 10

E:IS

N N

C O

N O

D R

G C

O D

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

T H

C K

U M

E R

A1 (8

C O

O A

O N

, H

I 9

AM-0002

E, O

A, J

N S

O R

- C H

A C

O M

N D

E1 , F

G .B

R .N

SCALE: 1 : 300

5000 10000

GRAPHIC SCALE

E 2:

PHASE 2: PARTIAL DEMOLITION

E1 _C

_G I1

A1 SCALE: 1:300

TEMPORARY ACCESS

CONTROL POINT DURING

CONSTRUCTION STAGE

TEMPORARY

CONTRACTOR'S GATE

ALL EXST WATER, SEWER AND

DRAINAGE LINES IN THIS AREA

WILL BE REMOVED DURING

PHASE-4 DEMOLITION STAGE

EXST FUEL

STORAGE TANK

AND OIL-WATER

SEPARATOR TO

REMAIN

EXST GENERATOR

ROOM TO REMAIN

EXST SUBSTATION

TO REMAIN

TEMPORARY

SECURITY FENCE

LIMITS OF PHASE 2

& CONSTRUCTION

EXCLUSION ZONE

EXST PERIMETER

FENCE

SAW CUT EXISTING STRUCTURES,

AND PROVIDE TEMPORARY WALL

PARTITION WITH WATERPROOFING

TO COMPLETE BUILDING ENVELOPE

CONNECT TEMP

SECURITY FENCE TO

EXST BUILDING (TYP)

GATE FOR MAINTENANCE

ACCESS TO GENERATOR

ROOM AND FUEL TANK

CONNECT TEMP SECURITY

FENCE TO EXST PERMANENT

SECURITY FENCE (TYP)

DOUBLE SWING GATE FOR

FIRE DEPT EMERGENCY

ACCESS

PHASE 2

CONTRACTOR

STAGING AREA

PHASE 2 CONSTRAINTS:

1. TEMPORARY SECURITY FENCE SHALL INCLUDE A DOUBLE SWING

GATE (W = 7.0 M) FOR FIRE DEPARTMENT EMERGENCY ACCESS.

GATE SHALL BE NORMALLY CLOSED AND LOCKED. GATE LOCK

CONTROLLED BY BASE SECURITY AND FIRE DEPARTMENT.

MAINTAIN FIRE ACCESS LANE THROUGH CONSTRUCTION

EXCLUSION ZONE BETWEEN TEMPORARY CONTRACTOR'S GATE

AND TEMPORARY DOUBLE SWING GATE AT ALL TIMES.

2. TEMPORARY SECURITY FENCE SHALL INCLUDE GATE FOR

MAINTENANCE ACCESS TO EXISTING GENERATOR ROOM AND

FUEL TANK. GATE SHALL BE NORMALLY CLOSED AND LOCK

CONTROLLED BY BASE SECURITY.

3. REMAINING PORTIONS OF EXISTING BUILDING 53115 WINGS A, B

& C AND CONTROL ROOM BUILDING SHALL REMAIN FULLY

FUNCTIONAL AND OCCUPIED THROUGHOUT PHASE 2.

4. CONTRACTOR SHALL COORDINATE EXTENT OF PHASE 2 AC

PAVEMENT, SIDEWALK, CURB, AND UTILITY DEMOLITION WITH

NEW WORK CONSTRUCTED IN PHASE 3.

5. AFTER EXCLUSION ZONE IS ESTABLISHED AND APPROVED BY

THE CONTRACTING OFFICER, CONTRACTOR PERSONNEL WILL

NOT REQUIRE BASE PASSES TO ENTER PROJECT SITE.

GENERAL NOTES:

1. PRIOR TO BUILDING DEMOLITION, PROVIDE 45 DAYS NOTICE IN

ADVANCE TO CONTRACTING OFFICER.

2. REFER TO DEMOLITION DRAWINGS FOR EACH DISCIPLINE FOR

DETAILS OF DEMOLITION WORK.

WORK TO BE COMPLETED IN PHASE 2:

1. ERECT TEMPORARY SECURITY FENCE TO CREATE A

CONSTRUCTION EXCLUSION ZONE.

2. PARTIAL DEMOLITION TO ALLOW START OF CONSTRUCTION OF

NEW ADMINISTRATIVE BUILDING, INCLUDING:

A. DEMOLISH BUILDING 53101 (GUARD HOUSE)

B. DEMOLISH BUILDING 53110

C. DEMOLISH BUILDING 53117

D. DEMOLISH BUILDING 53125

E. PARTIAL DEMOLITION OF BUILDING 53115 WINGS A AND C

F. BASKETBALL COURT

G. PARTIAL DEMOLITION OF AC PAVEMENT, SIDEWALKS,

CURBS, STORM DRAINAGE AND UTILITIES.

LIMITS OF PHASE 2

CONTRACTOR STAGING AREA

LEGEND

TEMPORARY SECURITY FENCE

HATCH OR

DESCRIPTION

DEMOLITION

E7 C-517

CONNECT TEMP SECURITY

FENCE TO EXST BUILDING

(TYP)

E7 C-517

LINE TYPE

PROVIDE TEMPORARY

SHORING TO SUPPORT

EXISTING DETERIORATED

ROOF WITHIN 2 METERS

FROM EDGE OF DEMOLITION.

A6 C-517

GI103

NOTES:

- PHASING REPRESENTS THE OVERALL INTENTION OF THE

CONSTRUCTION PROGRESSION. THE CONTRACTOR MAY

PROPOSE ALTERNATE PHASING TO BE APPROVED BY THE

CONTRACTING OFFICER.

- FOR PHASE 1-3: NET SOIL IMPORTED TO THE SITE TO BE USED

AS FILL IS APPROX. 500M3. USE BASKETBALL COURT AREA

AND NEW BUILDING FOOTPRINT AREA TO MANAGE

UNLOADING AND PLACEMENT OF FILL SOIL.

U N

R A

M -0

NEW ADMIN BUILDING

G2-1

X X

X X X X X X X X

X X

XXX

X X

W x

Wx Wx Wx

X X X

X X

PAR

KIN

G N

PAR

KIN

G N

PAR

KIN

G N

O STO

SS x

SSx SSx

SSx

SSx SSx

SSx

SSx SSx

WV WV

YIELD

W x

TANK

SSx

SSx SSx

SSx SSx SSx SSx SSx SSx SSx

SDx

SSx

X X

531355314553155

53165

53186

53185

53140

EPEP

EMH#1

EMH#2

TMH

-26-5

EMH

W x

Wx Wx

X X

ROUTE 74

CONTROL

ROOM

53115

WING B

53115

WING A

SSx SSx SSx SSx SSx SSx SSx SSx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

SDx SDx SDx SDx

SDx

SDx SDx

SDx

SDx SDx SDx SDx

Wx Wx

TMH

223-26-6

SET-

53115

WING C

W x

Wx Wx

W x

E=29160

E=29190

E=29220

E=29130

N=40380

N=40410

N=40290

127° 47' 31.8951"

127° 47' 32.9772"

127° 47' 34.0594"

127° 47' 30.8129"

26° 21' 50.1823"

26° 21' 51.1572"

26° 21' 52.1321"

26° 21' 49.2075"

26° 21' 48.2326"

N=40350

N=40320

SHEET ID

US Army Corps of Engineers®

1 2 3 4 5 6 7 8 9 10

E:IS

N N

C O

N O

D R

G C

O D

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

T H

C K

U M

E R

A1 (8

C O

O A

O N

, H

I 9

AM-0002

E, O

A, J

N S

O R

- C H

A C

O M

N D

E1 , F

G .B

R .N

E 3:

C O

R U

C T

A D

B U

S U

R T

PHASE 3: CONSTRUCT NEW ADMIN

BUILDING AND SUPPORT FACILITIES

SCALE: 1 : 300

5000 10000

GRAPHIC SCALE

E1 _C

_G I1

A1 SCALE: 1:300

EXST FUEL STORAGE TANK

AND OIL-WATER SEPARATOR

TO REMAIN (SEE PHASE 3

CONSTRAINTS NOTE 3)

EXST GENERATOR ROOM

TO REMAIN (SEE PHASE 3

CONSTRAINTS NOTE 3)

EXST SUBSTATION

TO REMAIN

TEMPORARY

CONTRACTOR'S GATE

TEMPORARY

SECURITY FENCE

LIMITS OF PHASE 3 &

CONSTRUCTION

EXCLUSION ZONE

PHASE 3 CONSTRAINTS:

1. REMAINING PORTIONS OF EXISTING BUILDING 53115 WINGS A, B

& C AND CONTROL ROOM BUILDING SHALL REMAIN FULLY

FUNCTIONAL AND OCCUPIED THROUGHOUT PHASE 3.

2. MAINTAIN FIRE ACCESS LANE THROUGH CONSTRUCTION

EXCLUSION ZONE BETWEEN TEMPORARY CONTRACTOR'S GATE

AND TEMPORARY DOUBLE SWING GATE AT ALL TIMES.

3. CONTRACTOR SHALL ALLOW FOR MAINTENANCE ACCESS TO

EXISTING GENERATOR ROOM AND FUEL TANK.

4. SEWER LIFT STATION MUST BE OPERATIONAL DURING

CONSTRUCTION. IN THE REROUTING WORKS OF SEWER FORCE

MAIN, ANY DOWNTIME SHALL BE LIMITED AND SCHEDULED.

5. NOTIFY CONTRACTING OFFICER 45 DAYS IN ADVANCE OF

BENEFICIAL OCCUPANCY DATE (BOD). THE CONTRACTING

OFFICER WILL NOTIFY THE CONTRACTOR WHEN DEMOLITION

WORK OF THE EXISTING FACILITIES CAN BEGIN.

6. ANY REMAINING WORK OUTSIDE OF THE CONSTRUCTION

EXCLUSION ZONE WILL REQUIRE CONTRACTOR BASE PASSES,

TO INCLUDE REMOVAL AND RELOCATION OF THE EXCLUSION

ZONE PERIMETER FENCE.

WORK TO BE COMPLETED IN PHASE 3:

1. MODIFY TEMPORARY SECURITY FENCE TO ENCLOSE NORTH

SIDE OF CONSTRUCTION EXCLUSION ZONE.

2. CONTRUCT FULLY FUNCTIONAL NEW ADMINISTRATION BUILDING,

INCLUDING:

A. ALL UTILITIES AND STORM DRAINAGE SERVING NEW

BUILDING

B. NEW MECHANICAL YARD

C. NEW UNDERGROUND DUCT TO REROUTE EXISTING

TELECOM PASSING UNDER NEW MECHANICAL YARD.

REFER TO SHEET TS101 AND TS102.

D. NEW SIDEWALKS & CURBS

E. NEW PERMANENT AC PAVING AT WEST SIDE OF NEW

ADMINISTRATION BUILDING.

F. COMMISSIONING OF NEW ADMINISTRATION BUILDING.

G. BENEFICIAL OCCUPANCY DATE (BOD) FOR NEW

ADMINISTRATION BUILDING IS THE END OF PHASE 3.

3. CONSTRUCT NEW SUPPORT FACILITIES, INCLUDING:

A. NEW TRASH ENCLOSURE, INCLUDING REROUTING

SEWER FORCE MAIN

B. NEW ABOVEGROUND FUEL STORAGE TANK, INCLUDING

REROUTING STORM DRAIN

C. NEW ELECTRICAL YARD

4. RELOCATE SIPR SAFE AND CABINET FROM BLDG 53165 TO NEW

ADMINISTRATION BLDG. MAXIMUM DOWN TIME IS 2 WEEKS.

ELECTRICAL YARD

ABOVEGROUND FUEL

STORAGE TANK

TRASH ENCLOSURE

PHASE 3 CONTRACTOR

STAGING AREA

MECHANICAL YARD

DOUBLE SWING GATE FOR FIRE

DEPT EMERGENCY ACCESS

GATE FOR MAINTENANCE

ACCESS TO GENERATOR ROOM

AND FUEL TANK

TEMPORARY ACCESS

CONTROL POINT DURING

CONSTRUCTION STAGE

LIMITS OF PHASE 3

CONTRACTOR STAGING AREA

LEGEND

TEMPORARY SECURITY FENCE

HATCH OR

DESCRIPTION

DEMOLITION

PERMANENT CONC SIDEWALK, RAMP, STAIRS

TEMPORARY AC PAVING

LINE TYPE

PERMANENT AC PAVING

A6 C-517

GI104

NOTES:

- PHASING REPRESENTS THE OVERALL INTENTION OF THE

CONSTRUCTION PROGRESSION. THE CONTRACTOR MAY

PROPOSE ALTERNATE PHASING TO BE APPROVED BY THE

CONTRACTING OFFICER.

- FOR PHASE 1-3: NET SOIL IMPORTED TO THE SITE TO BE USED

AS FILL IS APPROX. 500M3. USE BASKETBALL COURT AREA

AND NEW BUILDING FOOTPRINT AREA TO MANAGE

UNLOADING AND PLACEMENT OF FILL SOIL.

U N

R A

M -0

G2-1

(FULLY FUNCTIONAL FACILITY)

X X

W x

Wx Wx Wx

X X X

X X

PAR

KIN

G N

PAR

KIN

G N

PAR

KIN

G N

O STO

SS x

SSx SSx

SSx

SSx SSx

SSx

SSx SSx

WV WV

YIELD

W x

TANK

SSx

SSx SSx

SSx SSx SSx SSx SSx SSx SSx

SDx

SSx

X X

531355314553155

53165

53186

53185

53140

EPEP

EMH#1

EMH#2

TMH

-26-5

EMH

W x

Wx Wx

X X

ROUTE 74

CONTROL

ROOM

53115

WING B

53115

WING A

SSx SSx SSx SSx SSx SSx SSx SSx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

SDx

SDx SDx

SDx

SDx SDx SDx SDx

Wx Wx

TMH

223-26-6

SET-

53115

WING C

W x

Wx Wx

W x

NEW ADMIN BUILDING

E=29160

E=29190

E=29220

E=29130

N=40380

N=40410

N=40320

N=40290

127° 47' 31.8951"

127° 47' 32.9772"

127° 47' 34.0594"

127° 47' 30.8129"

26° 21' 50.1823"

26° 21' 51.1572"

26° 21' 52.1321"

26° 21' 49.2075"

26° 21' 48.2326"

N=40350

SHEET ID

US Army Corps of Engineers®

1 2 3 4 5 6 7 8 9 10

E:IS

N N

C O

N O

D R

G C

O D

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

T H

C K

U M

E R

A1 (8

C O

O A

O N

, H

I 9

AM-0002

E, O

A, J

N S

O R

- C H

A C

O M

N D

E1 , F

G .B

R .N

E 4:

O N

PHASE 4: FINAL DEMOLITION

SCALE: 1 : 300

5000 10000

GRAPHIC SCALE

E1 _C

_G I1

A1 SCALE: 1:300

EXST WATER SUPPLY LINE

FOR BLDG 53135 TO REMAIN

EXST SUBSTATION TO

REMAIN

CONNECT TEMP SECURITY

FENCE TO EXST

PERMANENT SECURITY

FENCE (TYP)

LIMITS OF PHASE 4 &

CONSTRUCTION

EXCLUSION ZONE

PHASE 4 CONSTRAINTS:

1. AFTER BENEFICIAL OCCUPANCY DATE (BOD) OF THE NEW

ADMINISTRATIVE BUILDING BUT BEFORE STARTING DEMOLITION

OF THE EXISTING BUILDINGS THE FOLLOWING ACTIVITIES MUST

BE COMPLETED:

a. FFE INSTALLATION (NOT IN SCOPE)

b. RELOCATE AFHE FROM EXISTING CONTROL ROOM TO NEW

AFHE CONTROL ROOM (NOT IN SCOPE)

c. CONNECT TELECOM CABLES FROM WALL TO CUBICLES OR

FLOOR MOUNTED RECEPTACLES (IN SCOPE)

d. CONNECT WORKSTATION POWER WHIPS TO JUNCTION

BOXES OR FLOOR BOXES (IN-SCOPE)

e. RELOCATE SIPR EQUIPMENT FROM BLDG 53165 TO NEW

ADMIN BUILDING (IN-SCOPE)

CONTRACTOR MAY PROCEED WITH PHASE 4 WORK THAT DOES

NOT IMPACT THE EXISTING BUILDINGS.

2. MAINTAIN FIRE ACCESS LANE THROUGH CONSTRUCTION

EXCLUSION ZONE BETWEEN TEMPORARY CONTRACTOR'S GATE

AND TEMPORARY DOUBLE SWING GATE AT ALL TIMES.

3. EXISTING ELECTRICAL SUBSTATION AND OVERHEAD POWER

LINES SERVING OTHER BUILDINGS WITHIN CHIBANA

COMPOUND SHALL BE PROTECTED IN PLACE AND REMAIN ON

LINE THROUGHOUT CONSTRUCTION.

4. SET TEMPORARY SECURITY FENCE TO ALLOW USER ACCESS

TO SIDEWALK ALONG NORTH SIDE OF BUILDING.

5. TEMPORARY SECURITY FENCE SHALL INCLUDE GATE FOR

MAINTENANCE ACCESS TO NEW TRASH ENCLOSURE,

ABOVEGROUND FUEL STORAGE TANK AND ELECTRICAL YARD.

GATE SHALL BE NORMALLY CLOSED AND LOCK CONTROLLED

BY BASE SECURITY.

6. ANY REMAINING WORK OUTSIDE OF THE CONSTRUCTION

EXCLUSION ZONE WILL REQUIRE CONTRACTOR BASE PASSES,

TO INCLUDE REMOVAL AND RELOCATION OF THE EXCLUSION

ZONE PERIMETER FENCE.

GENERAL NOTES:

1. PRIOR TO BUILDING DEMOLITION, PROVIDE 45 DAYS NOTICE IN

ADVANCE TO CONTRACTOR OFFICE.

2. REFER TO DEMOLITION DRAWINGS FOR EACH DISCIPLINE FOR

DETAILS OF DEMOLITION WORK.

WORK TO BE COMPLETED IN PHASE 4:

1. MODIFY TEMPORARY SECURITY FENCE TO ALLOW USER ACCESS

TO NEW ADMINISTRATION BUILDING FROM THE WEST PARKING

LOT AND ENCLOSE NORTH SIDE OF CONSTRUCTION EXCLUSION

ZONE.

2. COMPLETE REMAINING DEMOLITION, INCLUDING:

A. DEMOLITION OF BUILDING 53115 WINGS A, B AND C.

B. DEMOLITION OF CONTROL ROOM

C. DEMOLITION OF ABOVEGROUND FUEL STORAGE TANK

D. DEMOLITION OF AC PAVEMENT, SIDEWALKS, CURBS,

STORM DRAINAGE, UTILITIES AND EQUIPMENT PADS.

CONNECT TEMP SECURITY

FENCE TO EXST PERMANENT

SECURITY FENCE (TYP)

PHASE 4 CONTRACTOR

STAGING AREA

DOUBLE SWING GATE

FOR FIRE DEPT

EMERGENCY ACCESS

TEMPORARY

CONTRACTOR'S

GATE

EXST ABOVEGROUND

FUEL STORAGE TANK

GATE FOR MAINTENANCE ACCESS

TO TRASH ENCLOSURE, FUEL TANK

AND ELECTRICAL YARD

TEMPORARY ACCESS

CONTROL POINT DURING

CONSTRUCTION STAGE

E7 C-517

LIMITS OF PHASE 4

CONTRACTOR STAGING AREA

LEGEND

TEMPORARY SECURITY FENCE

HATCH OR

DESCRIPTION

DEMOLITION

PERMANENT CONC SIDEWALK, RAMP, STAIRS

LINE TYPE

PERMANENT AC PAVING

KEEP CLEAR FOR TWO

40-FOOT GOVT FFE

CONTAINERS (NOT IN

CONTRACT)

GI105

NOTES:

PHASING REPRESENTS THE OVERALL INTENTION OF THE

CONSTRUCTION PROGRESSION. THE CONTRACTOR MAY

PROPOSE ALTERNATE PHASING TO BE APPROVED BY THE

CONTRACTING OFFICER.

FOR PHASE 4-5: NET SOIL TO BE DISPOSED OFF SITE IS

APPROX. 500M3. REFER TO PLAN SHOWING AREA TO

MANAGE SOIL DISPOSAL.

DURING DEMOLITION AND

AND AFTER BUILDINGS ARE

DEMOLISHED, THIS AREA

SHALL BE USED TO

MANAGE AND LOAD SOIL TO

BE DISPOSED OFF BASE.

1 17 J

U N

R A

M -0

X X

G2-1

X X

X X X X X X X X

X X

XXX

X X

W x

Wx Wx Wx

X X X

X X

PAR

KIN

G N

PAR

KIN

G N

SS x

SSx SSx

SSx

WV WV

W x

TANK

SSx

SSx SSx

SSx SSx SSx SSx SSx SSx SSx SSx

X X

531355314553155

53165

53186

53185

53140

EPEP

EMH#1

EMH#2

TMH

-26-5

W x

Wx Wx

X X

ROUTE 74

SSx SSx SSx SSx SSx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

SDx SDx

SDx

SDx SDx SDx SDx

Wx Wx

TMH

223-26-6

SET-

53115

Wx Wx

EXSTSECONDARYENTRANCE

E=29160

E=29190

E=29220

E=29130

N=40380

N=40410

N=40320

N=40290

127° 47' 31.8951"

127° 47' 32.9772"

127° 47' 34.0594"

127° 47' 30.8129"

26° 21' 50.1823"

26° 21' 51.1572"

26° 21' 52.1321"

26° 21' 49.2075"

26° 21' 48.2326"

N=40350

E 5:

C O

R U

C T

R O

N D

N E

Y G

SHEET ID

US Army Corps of Engineers®

1 2 3 4 5 6 7 8 9 10

E:IS

N N

C O

N O

D R

G C

O D

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

T H

C K

U M

E R

A1 (8

C O

O A

O N

, H

I 9

AM-0002

E, O

A, J

N S

O R

- C H

A C

O M

N D

E1 , F

G .B

R .N

PHASE 5: CONSTRUCT NEW PARKING,

ROADWAY AND MAIN ENTRY GATE

SCALE: 1 : 300

5000 10000

GRAPHIC SCALE

E1 _C

_G I1

A1 SCALE: 1:300

EXST INSTALLATION

PERIMETER FENCE

EXST SUBSTATION

TO REMAIN

(FULLY FUNCTIONAL FACILITY)

TEMPORARY

SECURITY FENCE

LIMITS OF PHASE 5

& CONSTRUCTION

EXCLUSION ZONE

GUARD HOUSE

PEDESTRIAN &

VEHICLE GATE

MOTORIZED

SLIDING GATE

PERMANENT

SECURITY FENCE

GATE FOR MAINTENANCE ACCESS

TO TRASH ENCLOSURE, FUEL TANK

AND ELECTRICAL YARD

EXISTING GUARD

BOOTH TO REMAIN

IN PLACE

DEMOLISH GATE & TEMP

SECURITY FENCE AND

RESTORE AC PAVING

TEMPORARY ACCESS

CONTROL POINT DURING

CONSTRUCTION STAGE

PHASE 5 CONSTRAINTS:

1. MAINTAIN FIRE ACCESS LANE THROUGH CONSTRUCTION

EXCLUSION ZONE BETWEEN TEMPORARY CONTRACTOR'S GATE

AND TEMPORARY DOUBLE SWING GATE AT ALL TIMES.

2. TEMPORARY SECURITY FENCE SHALL REMAIN UNTIL NEW

MOTORIZED SLIDING GATE AND NEW PERMANENT SECURITY

FENCE IS COMPLETE, AND NEW GUARD HOUSE IS COMPLETELY

FUNCTIONAL.

3. COMPLETE NEW MAIN ENTRANCE BEFORE DEMOLISHING

TEMPORARY ACCESS POINT AT SECONDARY ENTRANCE.

4. ANY REMAINING WORK OUTSIDE OF THE CONSTRUCTION

EXCLUSION ZONE WILL REQUIRE CONTRACTOR BASE PASSES,

TO INCLUDE REMOVAL AND RELOCATION OF THE EXCLUSION

ZONE PERIMETER FENCE.

WORK TO BE COMPLETED IN PHASE 5:

1. COMPLETE REMAINING NEW CONSTRUCTION, INCLUDING:

A. NEW GUARDHOUSE

B. NEW PERMANENT SECURITY FENCE, MOTORIZED

SLIDING GATE, AND VEHICLE & PEDESTRIAN GATES

C. NEW UTILITIES AND DRAINAGE

D. NEW UNDERGROUND POWER AND COMMUNICATIONS

LINES AND SITE LIGHTING. REFER TO SHEETS ES102

AND TS102.

E. NEW PAVING, SIDEWALKS, CURBS, STRIPING, AND

SIGNAGE

F. NEW LANDSCAPING.

2. RESTORE SECONDARY ENTRANCE TO ORIGINAL CONDITION,

INCLUDING:

A. DEMOLISH GUARD BOOTH

B. DEMOLISH TEMPORARY SLIDING GATE, CONCRETE

FOUNDATION AND RESTORE AC PAVING

C. DEMOLISH SECTIONS OF TEMPORARY SECURITY

FENCING

D. CLOSE & LOCK EXISTING SWING GATE

3. REMOVE ALL TEMPORARY SECURITY FENCING, CONTRACTOR

STAGING AREA, AND DEMOBILIZE FROM SITE.

LIMITS OF PHASE 5

CONTRACTOR STAGING AREA

LEGEND

TEMPORARY SECURITY FENCE

HATCH OR

DESCRIPTION

DEMOLITION

PERMANENT CONC SIDEWALK, RAMP, STAIRS

LINE TYPE

PERMANENT AC PAVING

PHASE 5

CONTRACTOR

STAGING AREA

GI106

NOTES:

PHASING REPRESENTS THE OVERALL INTENTION OF THE

CONSTRUCTION PROGRESSION. THE CONTRACTOR MAY

PROPOSE ALTERNATE PHASING TO BE APPROVED BY THE

CONTRACTING OFFICER.

FOR PHASE 4-5: NET SOIL TO BE DISPOSED OFF SITE IS

APPROX. 500M3. REFER TO PLAN SHOWING AREA TO

MANAGE SOIL DISPOSAL.

AFTER BUILDINGS ARE

DEMOLISHED, THIS AREA

SHALL BE USED TO

MANAGE AND LOAD SOIL TO

BE DISPOSED OFF BASE.

U N

R A

M -0

3 e a

3e f

$OS

L V

THIS INFORMATION IS INTENDED TO PROVIDE

GENERAL GUIDELINES AND MINIMUM

REQUIREMENTS, AND IS NOT A COMPLETE

DESCRIPTION OF THE CONSTRUCTION

REQUIREMENTS. CONSTRUCTION AND SYSTEMS

PROVIDED MUST COMPLY WITH THE MINIMUM

REQUIREMENTS AND ALL APPLICABLE CODES,

STANDARDS AND REGULATIONS.

1. CLASSIFICATION OF OCCUPANCY:

2. OCCUANT LOADS:

3. ARRANGEMENT OF EGRESS:

ADMIN BUILDING LIFE SAFETY CODE DATA:

NEW BUSINESS (B), NEW STORAGE (S), NEW ASSEMBLY (A)

FIRST FLOOR OCCUPANT LOAD:

REQUIRED EGRESS CAPACITY = 191 PERSONS

PROVIDED EGRESS CAPACITY = 2,600 PERSONS

BUSINESS: 14M2/PERSONS

ASSEMBLY: 1.4M2/PERSONS

STORAGE: 46.5M2/PERSONS

FIRST FLOOR CAPCITY LOAD:

DOUBLE DOORS - 5 X 1800MM/5 = 1800 PERSONS

SINGLE DOOR - 1 X 900MM/5 = 180 PERSONS

TOTAL FIRST FLOOR CAPACITY = 2600 PERSONS

MAXIMUM COMMON PATH OF TRAVEL:

BUSINESS = 30M (ACTUAL = 18 M)

MAXIMUM DEAD-END CORRIDOR:

MAXIMUM TRAVEL DISTANCE:

BUSINESS = 15M (ACTUAL = 7.7M)

BUSINESS = 91M (ACTUAL = 30.5 M)

STORAGE = 30M (ACTUAL = 10.3 M)

STORAGE = 15M (ACTUAL = 0M)

STORAGE = 121M (ACTUAL = 22.4 M)

FIRST FLOOR:

REQUIRED EXITS = 2

PROVIDED EXITS = 6

4. DISCHARGE FROM EXITS:

5. FIRE RATED EXITS AND EXIT ACCESS:

1 HOUR FIRE SEPARATION OF EXIT STAIRS AND

ELEVATOR SHAFT

6. FIRE SEPARATION OF HAZARDOUS AREAS:

MECHANICAL ROOMS, JANITOR ROOMS, STORAGE

ROOMS: SMOKE PARITION (NFPA 101 PARA 8.7.1.2)

7. INTERIOR FINISH REQUIREMENTS:

WALL & CEILING: LOBBIES AND CORRIDORS: CLASS A OR B

FLOOR FINISH: EXIT ENCLOSURES, EXIT ACCESS CORRIDORS:

CLASS II

INSULATION: FLAME SPREAD OF 75 OR LESS

8. SMOKE CONTROL:

NONE REQUIRED

9. SPECIAL LOCKING ARRANGEMENT:

NONE REQUIRED

10. FIRE EXTINGUISHERS:

REQUIRED

ALL EXITS DISCHARGE TO EXTERIOR OF BUILDING

INTERIOR STAIR IS IN COMPLIANCE WITH NFPA 101

PARA 7.7.2. 50% OF OCCUPANTS WILL BE ABLE TO

DISCHARGE THROUGH THE INTERIOR STAIR TO THE

EXTERIOR WITHOUT ANY OBSTRUCTIONS.

1 2 3 4 5 6

MECHANICAL

MECH YARD

AFHE CONTROL

ROOM

HALL

RECYCLING

KITCHEN/BREAK

ROOM

130A

DINING AREA

VENDING

130B

CONFERENCE

MENS RESTROOM

HALL

VESTIBULE

LOBBY

CLASSROOM/

TRAINING

WOMENS

RESTROOM

STORAGE

SIPRNET ROOM

ELECTRICAL

STAIR 1

S1-1

STAIR 2

S2-1

MOTHER'S

ELEVATOR

STORAGE

COPY

TELECOM

JANITOR

HALL

TEAM ROOM

MENS

LOCKEROOM

WOMENS

LOCKEROOM

10/22

18/32

S S

STORAGE

46.5 1

STORAGE

S-2

46.5 1

BUSINESS

1.4 10

BUSINESS

14 4

STORAGE

46.5 1

BUSINESS

14 3

STORAGE

46.5 1

BUSINESS

4.65 5

STORAGE

46.5 1

BUSINESS

4.65 4

STORAGE

46.5 1

BUSINESS

1.4 11

STORAGE

46.5 1

BUSINESS

1.4 44

BUSINESS

1.4 49

STORAGE

46.5 1

BUSINESS

1.4 15

BUSINESS

1.4 19

S S S

S S S S

S S

BUSINESS

14 1

BUSINESS

14 1

BUSINESS

14 1

STORAGE

S-2

46.5 1

LAUNDRY

112 BUSINESS

14 1

BUSINESS

14 3

BUSINESS

14 1

BUSINESS

14 2

BUSINESS

14 4 m m

16682 m m

EGRESS LEGEND

1 HOUR FIRE RESISTIVE CONSTRUCTION

DESCRIPTIONSYMBOL

SMOKE PARTITION WITH SELF CLOSING DOOR

EGRESS PATH

EGRESS CAPACITY

MAX. OCCUPANT LOAD/EGRESS CAPACITY

COMMON PATH OF TRAVEL (METER) / TRAVEL

DISTANCE (METER)

EXIT

XXX

XXX/XXX

XXX

PORTABLE FIRE EXTINGUISHER

COMMON PATH OF TRAVEL

OCCUPANCY LEGEND

BUSINESS

SPACE

10 348

NFPA 101

OCCUPANCY

OCCPANT

LOAD FACTOR

IBC

OCCUPANCY

OCCUPANT

LOAD

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

I N

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

GI202

E S

A F

E T

Y F

T F

L O

O R

P L

A N

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

C S

L E

B J

O N

K E

L L

G W

O O

D I

E B

U R

A R

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUT/

NOTES ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

PLAN

NORTH

1 : 100A1

LIFE SAFETY FIRST FLOOR PLAN

THIS DISTANCE IS TO

SHOW THAT THE TWO

EXITS MEET THE

REMOTENESS OF

EXITS WHEN THE

PARITIONS IN ROOM

108 ARE OPEN. THE

MINIMUM DISTANCE

REQUIRED BETWEEN

THE TWO DOORS ARE

16.7M/3 = 5.57 THE

CURRENT DOORS ARE

5.7M WHICH EXCEED

5.57M

M .0

F I R

E S

P O

N S

E S

U N

AM-0002

sgoshi Snapshot sgoshi Snapshot sgoshi Snapshot

$ l

O S

L V

D p

THIS INFORMATION IS INTENDED TO PROVIDE GENERAL

GUIDELINES AND MINIMUM REQUIREMENTS, AND IS NOT

A COMPLETE DESCRIPTION OF THE CONSTRUCTION

REQUIREMENTS. CONSTRUCTION AND SYSTEMS

PROVIDED MUST COMPLY WITH THE MINIMUM

REQUIREMENTS AND ALL APPLICABLE CODES,

STANDARDS AND REGULATIONS.

1. CLASSIFICATION OF OCCUPANCY:

2. OCCUANT LOADS:

3. ARRANGEMENT OF EGRESS:

ADMIN BUILDING LIFE SAFETY CODE DATA:

NEW BUSINESS (B), NEW STORAGE (S), NEW ASSEMBLY (A)

SECOND FLOOR OCCUPANT LOAD:

REQUIRED EGRESS CAPACITY = 64 PERSONS

PROVIDED EGRESS CAPACITY = 320 PERSONS

BUSINESS: 14M2/PERSONS

ASSEMBLY: 1.4M2/PERSONS

STORAGE: 46.5M2/PERSONS

FIRST FLOOR CAPACITY LOAD:

STAIR 01 - 1220MM/7.6MM/PERSONS = 160 PERSONS

DOOR TO STAIR 01 - 900MM / 5MM/PERSONS = 180 PERSONS

STAIR 01 CAPACITY LOAD: 160<180 = 160 PERSONS

STAIR 02 - 1220MM/7.6MM/PERSONS = 160 PERSONS

DOOR TO STAIR 02 - 900MM / 5MM/PERSONS = 180 PERSONS

STAIR 02 CAPACITY LOAD: 160<180 = 160 PERSONS

TOTAL SECOND FLOOR EGRESS CAPACITY: 320 PERSONS

MAXIMUM COMMON PATH OF TRAVEL:

BUSINESS = 30M (ACTUAL = 21 M)

MAXIMUM DEAD-END CORRIDOR:

MAXIMUM TRAVEL DISTANCE:

BUSINESS = 15M (ACTUAL = 12 M)

BUSINESS = 91M (ACTUAL = 42 M)

STORAGE = 30M (ACTUAL = 0 M)

STORAGE = 15M (ACTUAL = 0M)

STORAGE = 121M (ACTUAL = 0 M)

FIRST FLOOR:

REQUIRED EXITS = 2

PROVIDED EXITS = 2

4. DISCHARGE FROM EXITS:

ALL EXITS DISCHARGE TO EXTERIOR OF BUILDING

5. FIRE RATED EXITS AND EXIT ACCESS:

1 HOUR FIRE SEPARATION OF EXIT STAIRS AND

ELEVATOR SHAFT

6. FIRE SEPARATION OF HAZARDOUS AREAS:

MECHANICAL ROOMS, JANITOR ROOMS, STORAGE

ROOMS: SMOKE PARITION (NFPA 101 PARA 8.7.1.2)

7. INTERIOR FINISH REQUIREMENTS:

WALL & CEILING: LOBBIES AND CORRIDORS: CLASS A OR B

FLOOR FINISH: EXIT ENCLOSURES, EXIT ACCESS CORRIDORS:

CLASS II

INSULATION: FLAME SPREAD OF 75 OR LESS

8. SMOKE CONTROL:

NONE REQUIRED

9. SPECIAL LOCKING ARRANGEMENT:

NONE REQUIRED

1 2 3 4 5 6

OPEN OFFICE

OFFICE LAB

OFFICE L&O

OPERATIONS

OFFICE

INSTALLATION

OPERATIONS

OPEN OFFICE

HALL

MENS RESTROOM

WOMENS

RESTROOM

STAIR 2

S2-2

OFFICE

MAINTENANCE

OFFICE

OPERATIONS

HALL

ELECTRICAL

STAIR 1

S1-2

STORAGE

LOBBY

ELEVATOR

COPY

TELECOM

JAN

STORAGE

OPEN OFFICE

OFFICE

COMMAND

OFFICE LT COL

OPEN OFFICE

COMMAND SUITE

WAITING AREA

COMMAND SUITE

TEAM ROOM

OFFICE

COMMAND

OFFICE

COMMAND

21/31

S S

7/42

BUSINESS

14 1

BUSINESS

14 2

BUSINESS

14 8

BUSINESS

14 1

BUSINESS

14 1

BUSINESS

1.4 12

BUSINESS

14 3

BUSINESS

14 1

STORAGE

46.5 1

BUSINESS

14 6

STORAGE

46.5 1

STORAGE

46.5 1

STORAGE

46.5 1

BUSINESS

14 4

BUSINESS

14 1

BUSINESS

14 1

BUSINESS

14 7

BUSINESS

14 2

BUSINESS

14 2

BUSINESS

14 1

BUSINESS

14 1

BUSINESS

14 1

BUSINESS

14 2

BUSINESS

14 1

EGRESS LEGEND

1 HOUR FIRE RESISTIVE CONSTRUCTION

DESCRIPTIONSYMBOL

SMOKE PARTITION WITH SELF CLOSING DOOR

EGRESS PATH

EGRESS CAPACITY

MAX. OCCUPANT LOAD/EGRESS CAPACITY

COMMON PATH OF TRAVEL (METER) / TRAVEL

DISTANCE (METER)

EXIT

XXX

XXX/XXX

XXX

PORTABLE FIRE EXTINGUISHER

COMMON PATH OF TRAVEL

OCCUPANCY LEGEND

BUSINESS

SPACE

10 348

NFPA 101

OCCUPANCY

OCCPANT

LOAD FACTOR

IBC

OCCUPANCY

OCCUPANT

LOAD

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

GI203

E S

A F

E T

Y S

E C

O N

D F

L O

O R

P L

A N

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

C S

L E

B J

O N

K E

L L

G W

O O

D I

E B

U R

A R

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUT/

NOTES ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

PLAN

NORTH

1 : 100A1

LIFE SAFETY SECOND FLOOR PLAN

M .0

F I R

E S

P O

N S

E S

U N

AM-0002

U N

-0

E=29100

E=29160

E=29190

E=29220

N=40350

E=29130

EXST

SECONDARY

ENTRANCE

X X

X X X X X X X X

X X

XXX

X X

W x

Wx Wx Wx

X X X

X X

PAR

KIN

G N

PAR

KIN

G N

PAR

KIN

G N

N O

STO

89101112

SS x

SSx SSx

SSx

SSx SSx

SSx

SSx SSx

WV WV

YIELD

W x

TANK

STOP

SSx

SSx SSx

SSx SSx SSx SSx SSx SSx SSx

SDx

SSx

49 50

53 54

X X

53110

53117

53125531355314553155

53165

53186

53185

53140

BASKETBALL COURT

53101

EMH

W x

Wx Wx

X X

ROUTE 74

CONTROL

ROOM

53115

WING C

53115

WING B

53115

WING A

SSx SSx SSx SSx SSx SSx SSx SSx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

SDx SDx SDx SDx

SDx

SDx SDx

SDx

SDx SDx SDx SDx

Wx Wx

SET-

53115

LIFT

STA

53115

WING C

W x

Wx Wx

W x

N=40380

N=40410

N=40320

N=40290

127° 47' 29.7307"

127° 47' 31.8951"

127° 47' 32.9772"

127° 47' 34.0594"

127° 47' 30.8129"

26° 21' 50.1823"

26° 21' 51.1572"

26° 21' 52.1321"

26° 21' 49.2075"

26° 21' 48.2326"

SHEET ID

US Army Corps of Engineers®

1 2 3 4 5 6 7 8 9 10

E:IS

N N

C O

N O

D R

G C

O D

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

T H

C K

U M

E R

A1 (8

C O

O A

O N

, H

I 9

AM-0002

E, O

A, J

N S

O R

- C H

A C

O M

N D

E1 , F

G .B

R .N

SCALE: 1 : 300

5000 10000

GRAPHIC SCALE

REMOVE EXST AC PAVEMENT

INCL 150MM BASE AND 150MM

SUBBASE COURSE

A= 660 M² ±

REMOVE BASKETBALL COURT:

BITUMINOUS SURFACE= 50 MM

CONC SLAB = 100 MM

BASE COURSE= 150 MM

A= 698 M² ±

REMOVE EXST TREES;

NUMBER = 19 EA

A1 SCALE: 1:300

N P

SITE DEMOLITION PLAN - PHASE 2

E1 _C

_C D

CD101

REMOVE CONC CURB

L= 70 M ±

REMOVE CHAIN LINK

FENCE ON PIPE POST

H=3.0 M; L= 120 M ±

REMOVE SLIDING GATE AND

REINSTALL AT SECONDARY GATE.

EXST CONC PAD TO REMAIN

REMOVE CONC SIDEWALK

A= 58 M² ±

LIMITS OF PHASING

NOTE:

1. SEE SHEETS GI102 TO GI106 FOR PHASING

SEQUENCE OF DEMOLITION WORK AND TEMP

SECURITY FENCE REQUIREMENTS.

2. PROVIDE PIPE PLUGS AT DISCONNECTED

WATER LINES.

3. SEE SHEET V-101 FOR EXST TREE INFORMATION.

4. GROUND IMMEDIATELY ADJACENT EXST

BUILDINGS SHALL BE SLOPED AWAY FROM

THE BUILDING.

5. PROVIDE DUST CONTROL MEASURES THAT

CONFORM TO SPEC 01 57 19.01.

6. FOR BIDDING PURPOSES, ASSUME EXISTING

BUILDINGS TO BE DEMOLISHED ARE SUPPORTED

ON SHALLOW FOUNDATIONS.

REMOVE EXST CONC PAD

A= 30 M² ±

REMOVE PART OF EXST BUILDING 53115

A= 84 M² ±

DEMOLISH AND REMOVE

ALL EXISTIN FIRE PROTECTION

SYSTEMS WITHIN THIS BOUNDARY

REMOVE EXST BUILDING 53117

A= 148 M² ±

DEMOLISH AND REMOVE

ALL EXISTIN FIRE PROTECTION

SYSTEMS WITHIN THIS BOUNDARY

REMOVE EXST BUILDING 53125

A= 93 M² ±

DEMOLISH AND REMOVE

ALL EXISTING FIRE

PROTECTION SYSTEMS

WITHIN THIS BOUNDARY

REMOVE PART OF EXST

BUILDING 53115

A= 138 M² ±

DEMOLISH AND REMOVE

ALL EXISTING FIRE

PROTECTION SYSTEMS

WITHIN THIS BOUNDARY

REMOVE EXST BUILDING 53101

A= 10 M² ±

REMOVE EXST BUILDING 53110

A= 93 M² ±

DEMOLISH AND REMOVE

ALL EXISTIN FIRE PROTECTION

SYSTEMS WITHIN THIS BOUNDARY

REMOVE RETRACTABLE

BOLLARDS; NUMBER=8 EA

REMOVE FIXED BOLLARDS (TYP);

NUMBER=10 EA

CD105

R A

M -0

J U

U N

-0

G2-1

X X

W x

Wx Wx Wx

X X X

X X

PAR

KIN

G N

PAR

KIN

G N

PAR

KIN

G N

O STO

SS x

SSx SSx

SSx

SSx SSx

SSx

SSx SSx

WV WV

YIELD

W x

TANK

SSx

SSx SSx

SSx SSx SSx SSx SSx SSx SSx

SDx

SSx

X X

531355314553155

53165

53186

53185

53140

EPEP

EMH#1

EMH#2

TMH

-26-5

EMH

W x

Wx Wx

ROUTE 74

CONTROL

ROOM

53115

WING B

53115

WING A

SSx SSx SSx SSx SSx SSx SSx SSx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

SDx

SDx SDx

SDx

SDx SDx SDx SDx

Wx Wx

TMH

223-26-6

SET-

53115

WING C

W x

Wx Wx

W x

E=29100

E=29160

E=29190

E=29220

N=40350

E=29130

N=40380

N=40410

N=40320

N=40290

127° 47' 29.7307"

127° 47' 31.8951"

127° 47' 32.9772"

127° 47' 34.0594"

127° 47' 30.8129"

26° 21' 50.1823"

26° 21' 51.1572"

26° 21' 52.1321"

26° 21' 49.2075"

26° 21' 48.2326"

SHEET ID

US Army Corps of Engineers®

1 2 3 4 5 6 7 8 9 10

E:IS

N N

C O

N O

D R

G C

O D

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

T H

C K

U M

E R

A1 (8

C O

O A

O N

, H

I 9

AM-0002

E, O

A, J

N S

O R

- C H

A C

O M

N D

E1 , F

G .B

R .N

SCALE: 1 : 300

5000 10000

GRAPHIC SCALE

CD102

N P

SITE DEMOLITION PLAN - PHASE 4

DEMOLISH CONC SIDEWALK

TOTAL AREA THIS SHEET = 99 M² ±

DEMOLISH AC PAVEMENT INCL 150 MM BASE

COURSE AND 150 MM SUBBASE COURSE

TOTAL AREA THIS SHEET = 1313 M² ±

DEMOLISH OIL WATER SEPARATOR

AREA = 2 M² ±

DEMOLISH CONC PADS

TOTAL THIS SHEET = 21 M² ±

DEMOLISH AC PAVEMENT

INCL BASE AND SUBBASE

COURSE LAYERS

REMOVE CONC PAD AND BOTTOM

RAIL OF PREVIOUS SLIDING GATE

TOTAL AREA THIS SHEET= 23 M² ±

REMOVE EXST FENCE SEGMENT

H= 2.4M; L=24 M ±

DEMOLISH PORTION OF EXST

STONE-LINED DITCH L= 22 M ±

REMOVE GUARDRAIL AND

POSTS L=3M ±

EXST CONC HEADWALLS

TO REMAIN

DEMOLISH AC PAVEMENT

INCL BASE AND SUBBASE

COURSE LAYERS

DEMOLISH EXST

HEADWALL

REMOVE TEMPORARY

CONTRACTOR'S GATE

E1 _C

_C D

A1 SCALE: 1:300

NOTE:

1. SEE SHEETS GI102 TO GI106 FOR

PHASING SEQUENCE OF DEMOLITION

WORK AND TEMP SECURITY FENCE

REQUIREMENTS.

2. PROVIDE PIPE PLUGS AT

DISCONNECTED WATER LINES.

3. SEE SHEET V-101 FOR EXST TREE

INFORMATION.

4. CONTRACTOR TO REMOVE AND DISPOSE

FUEL IN ABOVEGROUND FUEL STORAGE

TANK (500-GAL), AND DAY TANK INSIDE

BLDG 53115 (100-GAL). ASSUME TANKS

TO BE FULL OF FUEL.

5. OIL WATER SEPARATOR OUTLET

PIPE TO BE REMOVED.

6. PROVIDE DUST CONTROL MEASURES

THAT CONFORM TO SPEC 01 57 19.01.

7. FOR BIDDING PURPOSES, ASSUME

EXISTING BUILDINGS TO BE

DEMOLISHED ARE SUPPORTED ON

SHALLOW FOUNDATIONS.

(FULLY FUNCTIONAL FACILITY)

REMOVE TEMPORARY GUARD

BOOTH

REMOVE TEMPORARY SLIDING GATE,

DEMOLISH PAD AND RESTORE AC PAVEMENT

AREA= 14 M² ±

REMOVE TEMPORARY CHAIN LINK FENCE

L= 9.0 M ±

LIMITS OF PHASING

CLOSE AND LOCK EXISTING SWING GATE

AFTER COMPLETION OF REMOVAL AND

RESTORATION WORK IN THIS AREA

REMOVE FIXED BOLLARDS (TYP);

NUMBER= 9 EA

DEMOLISH AND REMOVE ALL

EXISTING FIRE PROTECTION

SYSTEMS WITHIN THIS

BOUNDARY

REMOVE EXST CONC END POSTS

COLUMN

H= 2.5M; L=1.6M ±, W=0.25M ± H= 2.5M; L=0.8M ±, W=0.25M ±

REMOVE FIXED BOLLARDS (TYP);

NUMBER= 2 EA

EXST TREES TO REMAIN

DEMOLISH EXST ABOVEGROUND

FUEL STORAGE TANK

R A

M -0

J U

U N

-0

EXST

SECONDARY

ENTRANCE

X X

X X X X X X X X

X X

XXX

X X

W x

Wx Wx Wx

X X X

X X

PAR

KIN

G N

PAR

KIN

G N

PAR

KIN

G N

N O

STO

89101112

SS x

SSx SSx

SSx

SSx SSx

SSx

SSx SSx

WV WV

YIELD

W x

TANK

STOP

SSx

SSx SSx

SSx SSx SSx SSx SSx SSx SSx

SDx

SSx

49 50

53 54

X X

53110

53117

53125531355314553155

53165

53186

53185

53140

BASKETBALL COURT

53101

EMH

W x

Wx Wx

X X

ROUTE 74

CONTROL

ROOM

53115

WING C

53115

WING B

53115

WING A

SSx SSx SSx SSx SSx SSx SSx SSx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

SDx SDx SDx SDx

SDx

SDx SDx

SDx

SDx SDx SDx SDx

Wx Wx

SET-

53115

LIFT

STA

53115

WING C

W x

Wx Wx

W x

E=29100

E=29160

E=29190

E=29220

N=40350

E=29130

N=40380

N=40410

N=40320

N=40290

127° 47' 29.7307"

127° 47' 31.8951"

127° 47' 32.9772"

127° 47' 34.0594"

127° 47' 30.8129"

26° 21' 50.1823"

26° 21' 51.1572"

26° 21' 52.1321"

26° 21' 49.2075"

26° 21' 48.2326"

SHEET ID

US Army Corps of Engineers®

1 2 3 4 5 6 7 8 9 10

E:IS

N N

C O

N O

D R

G C

O D

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

T H

C K

U M

E R

A1 (8

C O

O A

O N

, H

I 9

AM-0002

E, O

A, J

N S

O R

- C H

A C

O M

N D

E1 , F

G .B

R .N

SCALE: 1 : 300

5000 10000

GRAPHIC SCALE

A1 SCALE: 1:300

N P

CIVIL UTILITIES DEMOLITION PLAN - PHASE 2

E1 _C

_C D

CD103

REMOVE PORTION OF EXST

FORCE MAIN

S100Ø; L= 7 M ±

REMOVE EXST DRAINAGE LINE

D300Ø;

L= 7 M ±

NOTE:

1. SEE SHEETS GI102 TO GI106 FOR PHASING

SEQUENCE OF DEMOLITION WORK AND TEMP

SECURITY FENCE REQUIREMENTS.

2. PROVIDE PIPE PLUGS AT DISCONNECTED

WATER LINES.

3. FOR BIDDING PURPOSES, ASSUME EXISTING

BUILDINGS TO BE DEMOLISHED ARE SUPPORTED

ON SHALLOW FOUNDATIONS.

LIMITS OF PHASING

REMOVE GRATED TRENCH

L= 35 M ±

PROVIDE PIPE PLUGS AT

DISCONNECTED WATER LINES

PROVIDE PIPE PLUGS AT

DISCONNECTED WATER LINES

R A

M -0

J U

U N

-0

G2-1

X X

W x

Wx Wx Wx

X X X

X X

PAR

KIN

G N

PAR

KIN

G N

PAR

KIN

G N

O STO

SS x

SSx SSx

SSx

SSx SSx

SSx

SSx SSx

WV WV

YIELD

W x

TANK

SSx

SSx SSx

SSx SSx SSx SSx SSx SSx SSx

SDx

SSx

X X

531355314553155

53165

53186

53185

53140

EPEP

EMH#1

EMH#2

TMH

-26-5

EMH

W x

Wx Wx

ROUTE 74

CONTROL

ROOM

53115

WING B

53115

WING A

SSx SSx SSx SSx SSx SSx SSx SSx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

Wx Wx Wx

SDx SDx SDx SDx

SDx

SDx SDx

SDx

SDx SDx SDx SDx

Wx Wx

TMH

223-26-6

SET-

53115

WING C

W x

Wx Wx

W x

E=29100

E=29160

E=29190

E=29220

N=40350

E=29130

N=40380

N=40410

N=40320

N=40290

127° 47' 29.7307"

127° 47' 31.8951"

127° 47' 32.9772"

127° 47' 34.0594"

127° 47' 30.8129"

26° 21' 50.1823"

26° 21' 51.1572"

26° 21' 52.1321"

26° 21' 49.2075"

26° 21' 48.2326"

SHEET ID

US Army Corps of Engineers®

1 2 3 4 5 6 7 8 9 10

E:IS

N N

C O

N O

D R

G C

O D

K D

N D

U .S

. A R

M Y

C O

O F

R S

N D

A P

N B

C H

D B

T H

C K

U M

E R

A1 (8

C O

O A

O N

, H

I 9

AM-0002

E, O

A, J

N S

O R

- C H

A C

O M

N D

E1 , F

G .B

R .N

SCALE: 1 : 300

5000 10000

GRAPHIC SCALE

CD104

N P

CIVIL UTILITIES DEMOLITION PLAN - PHASE 4

REMOVE DRAINAGE LINES,

D300Ø; TOTAL LENGTH THIS SHEET = 99 M ±

REMOVE SEWER LINES AND MANHOLE S200Ø;

TOTAL LENGTH THIS SHEET= 113 M ±

PROVIDE PIPE PLUG AT DISCONNECTED

WATER SERVICE LINES

REMOVE EXST WATER

SERVICE LINE AND

INSTALL PIPE PLUG

W10Ø; L=12M ±

REMOVE EXST SEWER

SERVICE CONNECTION

S200Ø; L=11M ±

E1 _C

_C D

1 SCALE: 1:300

NOTE:

1. SEE SHEETS GI102 TO GI106

FOR PHASING SEQUENCE OF

DEMOLITION WORK.

2. FOR BIDDING PURPOSES,

ASSUME EXISTING BUILDINGS

TO BE DEMOLISHED ARE

SUPPORTED ON SHALLOW

FOUNDATIONS.

(FULLY FUNCTIONAL FACILITY)

REMOVE EXST DRAINAGE LINE

D400Ø; L=13M ±

LIMITS OF PHASING

EXST WATER SERVICE

LINE TO REMAIN

REMOVE GRATED TRENCH

TOTAL LENGTH THIS SHEET =61 M ±

REMOVE EXST DRAINAGE LINES

D300Ø; L= 33 M ±

REMOVE WATER LINES

W50Ø; TOTAL LENGTH THIS SHEET = 89 M ±

R A

M -0

J U

U N

-0

DEMOLISH AND

REMOVE

PORTION OF EXISTING

BUILDING 53115A,

INCLUDING BUT NOT

LIMITED TO, ALL

FOUNDATIONS,

FOOTINGS,

SIDEWALKS, WALLS,

SLABS, ROOF

BUILDING

53125

(PHASE 2)

CONTROL

ROOM

BUIDLING

53115

WING C

(PHASE 2)

BUILDING

53115

WING B

BUILDING

53115

WING A

BUILDING

53117

(PHASE 2)

BUILDING

53115

WING A

(PHASE 2)

REMOVE

EXISTING DOORS

AND FRAMES

PROVIDE 15 MM

THICK EXTERIOR

FIBERGLASS MAT

SHEATHING WITH

WATERPROOFING

COATING OVER

EXISTING WALL

PARTITION

INSTALL METAL FRAMED

WALL PARTITION WITH

15MM THICK EXTERIOR

FIBERGLASS MAT

SHEATHING WITH

WATERPROOF

COATING

DEMOLISH AND

REMOVE

PORTION OF

EXISTING

BUILDING 53115C,

INCLUDING BUT

NOT LIMITED TO,

ALL FOUNDATIONS,

FOOTINGS,

SIDEWALKS,

WALLS, SLABS,

ROOF

DEMOLISH AND

REMOVE

EXISTING BUILDING

53125 IN ITS

ENTIRETY,

INCLUDING BUT

NOT LIMITED TO,

ALL FOUNDATIONS,

FOOTINGS,

SIDEWALKS,

WALLS, SLABS,

ROOF

DEMOLISH AND REMOVE

EXISTING BUILDING 53117

IN ITS ENTIRETY,

INCLUDING BUT NOT

LIMITED TO, ALL

FOUNDATIONS, FOOTINGS,

SIDEWALKS, WALLS,

SLABS, ROOF

EXISTING BUILDING SOFFIT

HAS EXPERIENCED EXTENSIVE

CONCRETE SPALLING.

CONTRACTOR SHALL PROVIDE

SHORING TO SUPPORT THE

EXISTING ROOF WITHIN 2

METERS FROM THE SAWCUT

TO STABILIZE THE PORTION

OF THE EXISTING STRUCTURE

TO REMAIN.

CD105

INFILL ALL WALL OPENINGS WITH GWB OVER BATT INSULATION

AND METAL FRAMING. CONSTRUCT 200MM THICK CONCRETE

WALL TO CLOSE OFF EXPOSED END OF EXISTING FLOOR

TRENCH. REINFORCE WALL WITH D16@250 EACH WAY,

PROVIDE DOWELS INTO EXISTING CONCRETE TRENCH.

EXISTING

COLUMNS, BEAM

AND WALL TO

REMAIN UNDER

PHASE 2

SAW CUT EXISTING

WALLS TO ALIGN WITH

ADJACENT EXTERIOR

WALL

INTERCEPT EXISTING LIGHTING

CIRCUIT IN REMAINING PORTION

OF BUILDING 53115 WING A AND

CONNECT TO EXISTING SPARE

1P20A BREAKER IN EXISTING

PANEL M

T-TAP AND PROVIDE END OF

LINE RESISTOR AT END OF

FIRE ALARM DEVICES

LOCATED WITHIN THIS

BOUNDARY. EXISTING FIRE

ALARM SYSTEM IN BUILDING

53115 SHALL REMAIN

OPERATIONAL.

T-TAP AND

PROVIDE END OF

LINE RESISTOR AT

END OF FIRE

ALARM DEVICES

LOCATED WITHIN

THIS BOUNDARY.

EXISTING FIRE

ALARM SYSTEM IN

BUILDING 53115

SHALL REMAIN

OPERATIONAL.

SIPR NETWORK

SAFE AND GSA

APPROVED CABINET

TO BE RELOCATED

AND FULLY

FUNCTIONAL IN

BUILDING 53165.

REFER TO SHEET

TD101 FOR

ADDITIONAL

INFORMATION,

DEMOLISH

EXISTING HALON

SYSTEM WITHIN

AREA. SEE F-001

GENERAL FIRE

PROTECTION

NOTES FOR

FURTHER

INFORMATION.

FILL AND CAP EXISTING TRENCH

T-TAP AND PROVIDE END OF LINE

RESISTOR AT END OF FIRE ALARM DEVICES

LOCATED WITHIN THIS BOUNDARY.

EXISTING FIRE ALARM SYSTEM IN BUILDING

53115 SHALL REMAIN OPERATIONAL

T-TAP AND PROVIDE END OF LINE

RESISTOR AT END OF FIRE ALARM DEVICES

LOCATED WITHIN THIS BOUNDARY.

EXISTING FIRE ALARM SYSTEM IN BUILDING

53115 SHALL REMAIN OPERATIONAL

1. SEE SHEETS CD101 THRU CD104 FOR ALL SITE DEMO

INFORMATION AND DEMOLITION PHASES.

2. FOLLOW SPEC SECTION 01 74 19 - "CONSTRUCTION

AND DEMOLITION WASTE MANAGEMENT" FOR PROPER

DISPOSAL OF CONSTRUCTION AND DEMOLITION DEBRIS.

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL

AND DISPOSAL OF ALL CONSTRUCTION MATERIAL,

UNLESS NOTED OTHERWISE.

3. DISCONNECT AND REMOVE ALL BRANCH CIRCUITS

FEEDING THE DEMOLITION AREAS. REMOVE ALL

OUTLETS, SWITCHES, CONNECTORS, DEVICES,

ELECTRICAL EQUIPMENT AND LIGHT FIXTURES. REMOVE

ALL CONDUITS AND CONDUCTORS BACK TO SOURCE.

4. FOR BIDDING PURPOSES, ASSUME EXISTING BUILDINGS

TO BE DEMOLISHED ARE SUPPORTED ON SHALLOW

FOUNDATIONS.

GENERAL DEMOLITION NOTES LEGEND:

AREA TO BE DEMOLISHED,

INCLUDING FOUNDATIONS

WHERE NOTED

EXISTING (E) BUILDING TO

REMAIN

F.F.E.

EXISTING CONC

ROOF, PROVIDE

OVERHANG

FLUID APPLIED FLASHING

MEMBRANE, LAP OVER

WATERPROOF MEMBRANE

ONTO EXTERIOR FIBERGLASS

MAT SHEATHING

WATERPROOF MEMBRANE

OVER 15MM LAYER OF

EXTERIOR FIBERGLASS MAT

SHEATHING ON 150MM

METAL FRAMING

FLUID APPLIED MEMBRANE

OVER EDGE OF EXISTING

SLAB

EXTEND EXTERIOR

FIBERGLASS MAT SHEATHING

50MM BELOW F.F.E., LAP

WATERPROOF MEMBRANE

OVER EDGE OF SLAB

SLOPE AWAY FROM

BUILDING

EXISTING SLAB

15MM GYP

BATT INSULATION

SHEET ID

D E

N E

D B

1 2 3 4 5 6 7 8 9 10

H O

N O

L U

A W

A K

A L O

A S

T R

E E

T S

D E

N P

A R

T N

E R

S I N

C O

R P

O R

A T

E D

E N

A M

U E

D A

T E

S O

N N

C O

N T

R A

C T

N O

D R

A W

C O

D E

M A

R K

D E

S C

N D

A T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

J A

P A

N D

T A

P O

A P

-5

D R

A W

N B

C H

E C

K E

D B

S U

B M

E D

B Y

H E

E T

I S

L E

S S

T H

A N

E S

P E

E B

L O

C K

S S

U M

E R

E D

U C

E D

D E

S C

R C

H v

CD105

D E

M O

F L

O O

R P

L A

P H

A S

K A

D E

N A

B A

S E

A W

J A

P A

N O

P E

R A

N S

S U

P P

O R

T F

A C

C H

N A

C O

M P

O U

N D

D E

S C

K E

L L

G W

O O

D I

J H

A M

M A

J C

K E

L L

G W

O O

D I

E B

R U

A R

M -0

A D

D N

O T

E /1

1 : 100B1

DEMOLITION FLOOR PLAN (PHASE 2)

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUT/

NOTES ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.

GRAPHIC SCALE

SCALE: 1 : 100

2000…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 29, 2022.