FA520523R0004_Atch2_Drawings_21Feb23.pdf

SCALE: 1:20000

0 400 800 1200m200

GRAPHIC SCALE:

HOKKAIDO

KYUSHU

SHIKOKU

HONSHU

IWO JIMA

CAMP ZAMA

SAGAMIHARA HOUSING AREA

SAGAMI GENERAL DEPOT

MISAWA AB

YOKOTA AB

NAF ATSUGI

YOKOSUKA NB

IKEGO

OKINAWA

CAMP FUJI

MCAS IWAKUNI

SASEBO NB

SCALE: 1:20000

SCALE: NTS

PROJECT LOCATION

NORTH

NORTH

APPLE GATE

HAUL ROUTE

LEVITOW GATE

MAIN GATE

FUJIMOTO.MIYA

KO.1288435894

Digitally signed by

FUJIMOTO.MIYAKO.1288435894

Date: 2023.03.07 07:56:50 +09'00'

HENRARD.JERE

ME.R.1362413504

Digitally signed by

HENRARD.JEREME.R.1362413

Date: 2023.02.27 17:18:45 +09'00'

BUTLER.GEON.

ENORRIS.JR.14

00234635

Digitally signed by

BUTLER.GEON.ENORRIS.JR

.1400234635 Date: 2023.03.01 18:55:20 +09'00'

GRANILLO.GABRI

EL.EDWARD.1523

404969

Digitally signed by

GRANILLO.GABRIEL.EDWARD.

1523404969 Date: 2023.03.02 07:49:41 +09'00'

SANTOSLOPEZ.A

LEXANDER.JAME

S.1187032683

Digitally signed by

SANTOSLOPEZ.ALEXANDER.J

AMES.1187032683

Date: 2023.03.02 13:35:45 +09'00'

WOO.JESSICA.LY

NNE.1574272765

Digitally signed by

WOO.JESSICA.LYNNE.157427

Date: 2023.03.02 14:38:16 +09'00'

FUKUSHI.OSA

MU.1513023991

Digitally signed by

FUKUSHI.OSAMU.1513023991

Date: 2023.03.02 16:17:16 +09'00'

KATCHMAR.KYLE.

MICHAEL.15039227

Digitally signed by

KATCHMAR.KYLE.MICHAEL.1503

922769 Date: 2023.03.03 13:32:17 +09'00'

KEALE.TRAVIS

.M.1180201374

Digitally signed by

KEALE.TRAVIS.M.1180201374

Date: 2023.03.03 13:43:54

+09'00' PRITCHETT.KEVIN.

W.1530362945 Digitally signed by

PRITCHETT.KEVIN.W.1530362945

Date: 2023.03.07 09:51:56 +09'00'

ARIAS.KAYLA.ANN.

1515991200

Digitally signed by

ARIAS.KAYLA.ANN.1515991200

Date: 2023.02.27 09:17:01 +09'00'

DURAN.DANIEL.1530015390

Digitally signed by

DURAN.DANIEL.1530015390

Date: 2023.03.24 15:09:10 +09'00'

DURAN.DANIEL.1530

015390

Digitally signed by

DURAN.DANIEL.1530015390

Date: 2023.03.24 15:10:42 +09'00'

Attachment 2 to RFP No. FA520523R0004 Date: 21 Feb 23

SHEET

NO.

IN

D

EX

O

F D

R

AW

IN

G

S

I N D E X O F D R A W I N G S

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

PA

N

TH

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

SHEET

ID SHEET TITLE

GENERAL

1 G-001 TITLE SHEET, LOCATION AND VICINITY MAP

2 G-002 INDEX OF DRAWINGS

3 G-003 GENERAL PROJECT INFORMATION

4 G-004 BUILDING CODE SUMMARY

5 G-005 CODE COMPLIANCE SITE PLAN

6 G-101 TYPICAL FIRST FLOOR PLAN - LIFE SAFETY

7 G-102 TYPICAL SECOND FLOOR PLAN - LIFE SAFETY

HAZARDOUS MATERIALS

8 H-101 HAZARDOUS MATERIALS REMOVAL PLAN - BLDG 123

9 H-102 HAZARDOUS MATERIALS REMOVAL PLAN - BLDG 125

10 H-103 HAZARDOUS MATERIALS REMOVAL PLAN - BLDG 291

CIVIL

11 C-001 GENERAL CIVIL NOTES, SYMBOLS AND ABBREVIATIONS

12 C-002 TOPOGRAPHIC SURVEY NOTES AND LIST OF TREES

13 C-101 CIVIL EXISTING CONDITIONS PLAN - B123, B125, B127, B129

14 C-102 CIVIL EXISTING CONDITIONS PLAN - B291

15 C-111 CIVIL DEMOLITION PLAN - B123

16 C-112 CIVIL DEMOLITION PLAN - B125

17 C-113 CIVIL DEMOLITION PLAN - B127

18 C-114 CIVIL DEMOLITION PLAN - B129

19 C-115 CIVIL DEMOLITION PLAN - B291

20 C-121 CIVIL UTILITY PLAN - WATER LINE "A"

21 C-122

CIVIL SITE AND UTILITY PLAN - B123

22 C-123

CIVIL SITE AND UTILITY PLAN - B125

23 C-124

CIVIL SITE AND UTILITY PLAN - B127

24 C-125

CIVIL SITE AND UTILITY PLAN - B129

25 C-126

CIVIL SITE AND UTILITY PLAN - B291

C-201 PROFILE - FIRE PROTECTION WATER LINE "A"

C-202 PROFILE - FIRE PROTECTION WATER LINE "B1"

C-203 PROFILE - FIRE PROTECTION WATER LINES "B2" "C" AND "D"

C-204 PROFILE - FIRE PROTECTION WATER LINE "E"

C-501 CIVIL DETAILS - 1

C-502 CIVIL DETAILS - 2

C-503 CIVIL DETAILS - 3

C-504 CIVIL DETAILS - 4

C-505 CIVIL DETAILS - 5

ARCHITECTURAL

A-001 ARCHITECTURAL TITLE SHEET; ARCHTIECTURAL SCOPE OF WORK, ABBREVIATIONS,

LEGEND AND NOTES

A-002 ARCHITECTURAL DEMOLITION KEYNOTES AND NEW WORK KEYNOTES

A-003 PARTIAL ARCHITECTURAL SITE PLAN B123, B125, B127, & B129

A-004 PARTIAL ARCHITECTURAL SITE PLAN B291

AD101 TYPICAL EXISTING & REMOVAL FIRST FLOOR PLAN AND FIRST FLOOR REFLECTED

CEILING PLAN43

AD102 TYPICAL EXISTING & REMOVAL SECOND FLOOR PLAN AND SECOND FLOOR REFLECTED

CEILING PLAN

AD103 TYPICAL EXISTING & REMOVAL LOWER ROOF AND UPPER ROOF FLOOR PLAN

AD201 TYPICAL EXISTING & REMOVAL EXTERIOR ELEVATIONS

AD202 TYPICAL EXISTING & REMOVAL EXTERIOR ELEVATIONS

A-100 BUILDING PLAN VARIATIONS AND NORTH ARROW

A-101 TYPICAL RENOVATED FIRST FLOOR PLAN

A-102 TYPICAL RENOVATED SECOND FLOOR AND LOWER ROOF PLAN

A-103 TYPICAL RENOVATED UPPER ROOF PLAN

A-104 TYPICAL RENOVATED FIRST FLOOR REFLECTED CEILING PLAN

A-105 TYPICAL RENOVATED SECOND FLOOR REFLECTED CEILING PLAN

A-201 TYPICAL RENOVATED EXTERIOR ELEVATIONS

A-202 TYPICA LRENOVATED EXTERIOR ELEVATIONS 2

A-301 TYPICAL BUILDING SECTIONS

A-302 SECTION THRU STAIR

A-311 PARTITION TYPES 1

A-312 PARTITION TYPES 2

A-313 PARTITION TYPES 3 AND FIRE RISER ENCLOSURE DETAIL

A-401 TYPICAL ENLARGED KITCHEN FLOOR PLAN AND INTERIOR ELEVATIONS

A-402 TYPICAL ENLARGED LAUNDRY & CLOSET ROOM FLOOR PLAN AND INTERIOR ELEVATIONS

A-403 TYPICAL ENLARGED BATHROOM FLOOR PLAN AND INTERIOR ELEVATIONS

A-404 TYPICAL ENLARGED LIVING ROOM FLOOR PLAN AND INTERIOR ELEVATIONS

A-405 TYPICAL ENLARGED BEDROOM 1 FLOOR PLAN AND INTERIOR ELEVATIONS

A-406 TYPICAL ENLARGED BEDROOM 2 FLOOR PLAN AND INTERIOR ELEVATIONS

A-407 TYPICAL ENLARGED STAIR ROOM FIRST FLOOR PLAN AND INTERIOR ELEVATIONS

A-408 TYPICAL ENLARGED STAIR ROOM SECOND FLOOR PLAN AND INTERIOR ELEVATIONS

A-501 B123 PORCH CANOPY PLAN, RCP, ROOF PLAN, SECTION AND ELEVATIONS

A-502 B125, B127, B129 PORCH CANOPY PLAN, RCP, ROOF PLAN, SECTION AND ELEVATIONS

A-503 B291 PORCH CANOPY PLAN, RCP, ROOF PLAN, SECTION AND ELEVATIONS

A-504 ROOF DETAILS

A-505 EXTERIOR DETAILS

A-506 INTERIOR DETAILS

A-507 CABINET DETAILS 1

A-508 CABINET DETAILS 2

A-601 DOOR SCHEDULE AND TYPES, HARDWARE SCHEDULE

A-602 WINDOW SCHEDULE AND TYPES

A-603 DOOR DETAILS

A-604 WINDOW DETAILS

A-605 ROOM FINISH SCHEDULE, MATERIAL & COLOR SCHEDULE

STRUCTURAL

S-001 GENERAL NOTES AND DESIGN CRITERIA

S-101 EXISTING FRAMING PLAN

S-102 MODIFIED FRAMING PLAN

S-103 PORCH CANOPY FRAMING PLAN AND ELEVATION FOR STEEL WORKS

S-104 STEEL WORKS DETAILS

S-105 FRAMING PLAN AND SECTION FOR CONCRETE FOUNDATION

S-106 PLAN AND SECTION FOR CONCRETE PORCH AND EXTERIOR STAIR

S-107 MISCELLANEOUS DETAILS - 1

S-108 MISCELLANEOUS DETAILS - 2

S-109 STRUCTURAL PLAN (FIRE ENCLOSURE)

FIRE PROTECTION

F-001 FIRE PROTECTION NOTES AND LEGEND

FD101 FIRE ALARM DEMOLITION PLANS

FX101 TYPICAL FIRST FLOOR PLAN - FIRE SPRINKLER

FX102 TYPICAL SECOND FLOOR PLAN - FIRE SPRINKLER

FA101 TYPICAL FIRST FLOOR PLAN - FIRE ALARM

FA102 TYPICAL SECOND FLOOR PLAN - FIRE ALARM

F-501 TYPICAL FIRE PROTECTION DETAILS

PLUMBING

P-001 PLUMBING GENERAL NOTES, LEGEND

PS101 PARTIAL PLUMBING SITE PLAN - B123, B125, B127, & B129

PS102 PARTIAL PLUMBING SITE PLAN - B291

PD101 B123, B125, B129 FIRST FLOOR PLUMBING DEMOLITION PLAN

PD102 B127 FIRST FLOOR PLUMBING DEMOLITION PLAN

PD103 B291 FIRST FLOOR PLUMBING DEMOLITION PLAN

PD104 SECOND FLOOR PLUMBING DEMOLITION PLAN

P-101 B123, B125, B129 FIRST FLOOR PLUMBING PLAN

P-102 B127 FIRST FLOOR PLUMBING PLAN

P-103 B291 FIRST FLOOR PLUMBING PLAN

P-104 SECOND FLOOR PLUMBING PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-602 SANITARY PIPING DIAGRAM

P-603 WATER PIPING DIAGRAM

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, LEGEND

MS101 PARTIAL MECHANICAL SITE PLAN - B123, B125, B127 & B129

MS102 PARTIAL MECHANICAL SITE PLAN - B291

MD101 B123, B125, B129 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD102 B127 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD103 B291 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD104 SECOND FLOOR MECHANICAL DEMOLITION PLAN

M-101 B123, B125, B129 FIRST FLOOR MECHANICAL PLAN

M-102 B127 FIRST FLOOR MECHANICAL PLAN

M-103 B291 FIRST FLOOR MECHANICAL PLAN

M-104 B123, B125, B129 SECOND FLOOR MECHANICAL PLAN

M-105 B127 SECOND FLOOR MECHANICAL PLAN

M-106 B291 SECOND FLOOR MECHANICAL PLAN

M-301 MECHANICAL EXTERIOR ELEVATIONS

M-302 MECHANICAL EXTERIOR ELEVATIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND NOTES

E-002 ELECTRICAL NOTES AND ABBREVIATIONS

E-101 ELECTRICAL SITE PLAN - B119, B123, B125, B127, B129

E-102 ELECTRICAL SITE PLAN - B263, B291

E-103 FIRST FLOOR ELCTRICAL DEMOLITION PLAN (TYPICAL FOR ALL UNITS)

E-104 FIRST FLOOR LIGHTING DEMOLITION PLAN (TYPICAL FOR ALL UNITS)

E-105 SECOND FLOOR ELCTRICAL DEMOLITION PLAN (TYPICAL FOR ALL UNITS)

E-106 SECOND FLOOR LIGHTING DEMOLITION PLAN (TYPICAL FOR ALL UNITS)

E-201 B123, B125, B129 FIRST FLOOR ELECTRICAL PLAN

E-202 B127 FIRST FLOOR ELECTRICAL PLAN

E-203 B291 FIRST FLOOR ELECTRICAL PLAN

E-204 FIRST FLOOR LIGHTING PLAN (TYPICAL FOR ALL UNITS)

E-205 SECOND FLOOR ELECTRICAL PLAN (TYPICAL FOR ALL UNITS)

E-206 SECOND FLOOR LIGHTING PLAN (TYPICAL FOR ALL UNITS)

E-501 ELECTRTICAL DUCT SECTION DETAILS

E-502 MISCELLANEOUS ELECTRICAL DETAILS

E-503 MISCELLANEOUS ELECTRICAL DETAILS

E-504 LIGHT FIXTURE SCHEDULE

E-601 TYPICAL ONE LINE-DIAGRAM (B123, B125, B127, B129)

E-602 PANEL SCHEDULES

ET201 B123, B125, B129 FIRST FLOOR TELECOM PLAN

ET202 SECOND FLOOR TELECOM PLAN (TYPICAL FOR ALL UNITS)

EMCS

EM001 EMCS GENERAL NOTES, LEGEND

EM002 EMCS BLOCK DIAGRAM

EM003 EMCS ARCHITECTURE

EM101 B123, B125, B129 EMCS PLAN

EM102 B127 EMCS PLAN

EM103 B291 EMCS PLAN

EM501 EMCS DETAILS

EM502 EMCS DETAILS

EM503 EMCS DETAILS

EM504 EMCS DETAILS

EM505 EMCS DETAILS

EM506 POINTS LIST

EM507 ELECTRICAL DUCT SECTION DETAILS

EI101 EMCS SITE PLAN - B119, B123, B125, B127, B129

EI102 EMCS SITE PLAN - B263 AND B291

SHEET

NO.

SHEET

ID SHEET TITLE SHEET

NO.

SHEET

ID SHEET TITLE

ELECTRICAL (CONTINUED)( )ARCHITECTURAL (CONTINUED)( )

A-409 ENLARGED FIRE RISER ENCLOSURE PLANS AND SECTION

C-127 C-128

CIVIL UTILITY PLAN - WATER LINE "B1", "B2" AND "D"

CIVIL UTILITY PLAN - WATER LINE "C"

CIVIL DETAILS - 6

CIVIL DETAILS - 7

C-506 C-507

CONTRACTOR SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS:

1. UNIFIED FACILITIES CRITERIA (UFC)

2. US AIR FORCE FAMILY HOUSING GUIDE (AFDG), AUGUST 2004

3. INTERNATIONAL BUILDING CODE (IBC), 2018

4. INTERNATIONAL MECHANICAL CODE (IMC), 2018

5. INTERNATIONAL PLUMBING CODE (IPC), 2018

6. INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2015

7. ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS, 2015

8. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 1, FIRE CODE, 2021

9. NFPA 70 NATIONAL ELECTRICAL CODE (NEC), 2020

10. NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2022

11. NFPA 101, LIFE SAFETY CODE, 2021

12. DEPARTMENT OF DEFENSE JAPAN ENVIRONMENTAL GOVERNING STANDARDS

(JEGS), 2022

13. JAPANESE INDUSTRIAL STANDARDS (JIS).

14. INSTALLATION DEVELOPMENT & DESIGN STANDARD, MISAWA AIR BASE 2005

15. INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE), IEEE C2,

NATIONAL ELECTRICAL SAFETY CODE

16. AMERICAN CONCRETE INSTITUTE (ACI) 315, “MANUAL OF STANDARD PRACTICE FOR

DETAILING REINFORCED CONCRETE STRUCTURE”

17. ACI 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2019

18. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 325, “STEEL CONSTRUCTION

MANUAL”

19. AMERICAN WELDING SOCIETY (AWS) D1.1, “STRUCTURAL WELDING CODE - STEEL”

20. STEEL STRUCTURES PAINTING COUNCIL (SSPC) “GOOD PAINTING PRACTICE” SSPC

PAINTING MANUAL

21. JAPANESE ARCHITECTURAL STANDARD SPECIFICATION (JASS) 5 FOR REINFORCED

CONCRETE WORKS

22. JASS 6 FOR STRUCTURAL STEEL WORKS FOR BUILDING CONSTRUCTION

23. AIR FORCE INSTRUCTION (AFI) 32-6000 HOUSING MANAGEMENT

24. AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE) 2019 ED. STANDARD 15

25. ASHRAE 2017 ED. FUNDAMENTALS

26. ASHRAE 62.2 VENTILATION AND ACCEPTABLE INDOOR AIR QUALITY IN RESIDENTIAL

BUILDINGS

27. AIR FORCE INSTRUCTION (AFI) 32-1023 DESIGN AND CONSTRUCTION STANDARDS

AND EXECUTION OF FACILITY CONSTRUCTION PROJECTS

28. DEPARTMENT OF THE AIR FORCE MANUAL (DAFMAN) 32-1084 STANDARD FACILITY

REQUIREMENTS

29. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARDS

30. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS

G

EN

ER

AL

P R

O

JE

C T

IN

FO

R M

AT

IO

N

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

THE CONTRACTOR SHALL PROVIDE ALL SUPERVISION, MANAGEMENT, QUALITY CONTROL, LABOR, TOOLS, EQUIPMENT, MATERIALS, AND PERFORMANCE OF ALL WORK NECESSARY TO CONSTRUCT THE RENOVATION OF BUILDINGS 123, 125, 127, 129, AND 291 AS DEPICTED IN THE CONTRACT DOCUMENTS TO INCLUDE:

INTERIOR DEMOLITION AND HAZARDOUS MATERIAL ABATEMENT; STRUCTURAL AND ARCHITECTURAL IMPROVEMENTS TO SUPPORT NEW BUILDING SYSTEMS; MAIN ROOF RECOATING; REPAINTING; NEW DOORS, WINDOWS, ROOFING AT CONCRETE EYEBROWS, FLOORING, KITCHEN AND BATH CABINETS, HANDRAILS, APPLIANCES, SMOKE DETECTORS, HVAC DUCTWORK, PLUMBING FIXTURES AND PIPING, AND ELECTRICAL

SYSTEMS.

PROVIDE NEW FIRE PROTECTION WATER LINES AND FIRE HYDRANTS TO FIRE RISER ENCLOSURE AND

SPRINKLER SYSTEMS.

DEMOLITION OF STEAM-SOURCED HOT WATER SPACE HEATING SYSTEM AND PROVIDE AN ENERGY

EFFICIENT AIR SOURCE HEAT PUMPS FOR AIR CONDITIONING AND HEATING.

PROVIDE NEW SMART METERS FOR DOMESTIC WATER AND ELECTRICITY, AND EMCS FOR INTEGRATION

WITH MISAWA AIR BASE EMCS.

1. CONTRACT DOCUMENTS CONSIST OF THE COMBINATION OF DRAWINGS AND

SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIREMENTS

CONTAINED THEREIN. SPECIFICATIONS AND DRAWINGS ARE COMPLEMENTARY,

AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL;

PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE EXTENT

CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABILITY INFERABLE

FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS.

VARYING LEVELS OF DETAIL BETWEEN DRAWINGS AND SPECIFICATION, OR

AMONGST PLANS, ELEVATIONS, SECTIONS, DETAILS AND SCHEDULES, DOES NOT

CONSTITUTE OMISSION OF INFORMATION, NOR DOES IT RELIEVE THE CONTRACTOR

FROM OBLIGATION TO CONTRACT DOCUMENTS.

2. INFORMATION INDICATED ON THESE DRAWINGS HAS BEEN OBTAINED FROM A

LIMITED AMOUNT OF FIELD INVESTIGATION AND AVAILABLE SOURCES AT THE TIME

THE DRAWINGS WERE PREPARED. THE GENERAL CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE. THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES, OMISSIONS,

AND CONFLICTS BEFORE COMMENCING WORK.

3. THESE DRAWINGS ARE SUPPLIED TO THE GENERAL CONTRACTOR AND OTHERS

FOR THEIR USE ON THIS SPECIFIC PROJECT. ALL COPIES OF THESE DRAWINGS

SHALL REMAIN THE PROPERTY OF THE GOVERNMENT AND SHALL NOT BE REUSED

OR REPRODUCED WITHOUT PERMISSION OF THE CONTRACTING OFFICER.

4. THE ORGANIZATION OF THESE DRAWINGS IS NOT INTENDED TO CONTROL THE

DIVISION OF WORK AMONG THE SUB-CONTRACTORS. THE DIVISION OF WORK

SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

5. THE GENERAL CONTRACTOR SHALL MAINTAIN OR PROVIDE ACCESS TO CONCEALED

SPACES WITHIN THE EXISTING BUILDING IN ACCORDANCE WITH THE

INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION.

6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL

DAMAGES TO EXISTING AREAS CAUSED BY THIS PROJECT TO THE ORIGINAL

CONDITION AS DIRECTED BY THE CONTRACTING OFFICER/REPRESENTATIVE.

7. SAVE ALL EXISTING TREES WITHIN AREA TO RECEIVE NEW WORK, UNLESS

OTHERWISE INDICATED. COORDINATE WITH THE CONTRACTING OFFICER IF THERE

IS A CONFLICT. WHERE TREE REMOVAL IS UNAVOIDABLE, NEW TREES OF A SIMILAR

TYPE MUST BE PLANTED NEAR THE LOCATION WHERE THE TREE WAS REMOVED.

TREE REPLACEMENT SHALL BE ONE NEW TREE FOR EACH TREE THAT IS REMOVED.

8. IN THE MILITARY FAMILY HOUSING NEIGHBORHOODS WHERE THERE ARE UNITS

WHICH ARE OUTSIDE OF THE SCOPE OF WORK, THE CONTRACTOR SHALL

COORDINATE ANY DISRUPTION OF SERVICES CAUSED BY WORK IN THIS PROJECT.

THIS WOULD INCLUDE, BUT NOT BE LIMITED TO, DISRUPTION IN THE UTILITY LOOP

FOR UNITS NOT BEING RENOVATED.

9. REFER TO HAZARDOUS MATERIALS DRAWINGS AND ASBESTOS HAZARD CONTROL

ACTIVITIES SPECIFICATION SECTION FOR TESTING, REMOVAL, AND DISPOSAL

PROCEDURES REGARDING ABATEMENT WORK.

10. ON A QUARTERLY BASIS, THE CONTRACTOR SHALL SUBMIT A RECYCLING REPORT.

THIS REPORT LISTS THE AMOUNT OF CONSTRUCTION MATERIAL THAT IS

LANDFILLED. THE REPORT SHALL ALSO LIST THE AMOUNT OF CONSTRUCTION

MATERIAL THAT IS RECYCLED AND SHOW THAT BY TYPE (I.E., METALS, PLASTIC,

GWB, ETC.).

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY HEAT IN

ALL MFH UNITS WHERE WORK IS TO BE PERFORMED DURING THE HEATING SEASON.

THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HEATING EQUIPMENT AND

UTILITY CONNECTIONS, BUT NOT LIMITED TO MAINTAINING INTERIOR SPACE

TEMPERATURES IN THE MFH UNITS AT 20 DEGREES C (68 DEGREES F) DURING

CONSTRUCTION AND INTERRUPTION OF EXISTING HEATING EQUIPMENT.

12. THE CONTRACTOR SHALL SURVEY EXISTING CONDITIONS AT EXTERIOR WALLS

PRIOR TO INSTALLATION OF MECHANICAL, ELECTRICAL, AND EMCS EQUIPMENT,

AND PRIOR TO INSTALLATION SHOP DRAWING SUBMITTAL. COORDINATE WITH BASE

SUCH THAT COR IS PRESENT FOR SURVEY OF ALL UNITS.

13. THE CONTRACTOR SHALL HAVE AN ENGLISH-SPEAKING REPRESENTATIVE AT ALL

SITES AT ALL TIMES. REFER TO THE GENERAL CONTRACT REQUIREMENTS

SPECIFICATION SECTION.

14. THE INTENT IS TO RESTRICT OUTDOOR WORK DURING THE WINTER (I.E., PAINT,

CONCRETE, ROOF WORK, ETC.). HOWEVER, THERE IS NO WINTER EXCLUSION

PERIOD. CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS FOR WINTER

WORK AT NO ADDITIONAL COST TO GOVERNMENT.

15. HVAC CONTROL SYSTEM (EMCS) SHALL BE THE PROPERTY OF THE USAF AT THE

END OF THE PROJECT, IN ITS ENTIRETY. THIS SHALL INCLUDE, BUT NOT BE LIMITED

TO, ALL PROGRAMMING AND SOFTWARE LICENSES. CONTROLS CONTRACTOR

SHALL PROVIDE THE GOVERNMENT FULL AND UNRESTRICTED ACCESS TO ALL

ASPECTS OF EMCS HEAD-END AND BACK-END. THERE SHALL NOT BE ANY ASPECT

OF EMCS THAT IS INACCESSIBLE TO THE GOVERNMENT.

THE CONTRACTOR SHALL PROVIDE ALL PLANT, SUPERVISION, MANAGEMENT, QUALITY CONTROL, LABOR, TOOLS, EQUIPMENT, APPLIANCES, MATERIALS, AND PERFORMANCE OF ALL WORK NECESSARY TO CONSTRUCT IMPROVEMENTS TO MILITARY FAMILY HOUSING (MFH) CONSISTING OF TWENTY (20) TWO-BEDROOM JUNIOR NON-COMMISSIONED OFFICER (JNCO) QUARTERS, LOCATED IN THE MAIN BASE

AREA OF MISAWA AIR BASE, JAPAN.

PROJECT DESIGN

GUIDES, CODES AND

STANDARDS

SCOPE OF WORK

PROJECT INFORMATION GENERAL NOTES

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

License Expiration Date 06/30/2024

G-004

BU

IL

D

IN

G C

O D

E

SU

M M

AR

Y

BUILDING CODE SUMMARY:

INTERNATIONAL CODES, INTERNATIONAL CODE COUNCIL:

IBC

NATIONAL FIRE CODES, NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS INCLUDING:

NFPA 1 FIRE CODE, 2021

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2022

UNIFIED FACILITIES CRITERIA:

UFC 1-200-01 DOD BUILDING CODE, 8 OCTOBER 2019

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST

2016, CHANGE 6, 6 MAY 2021

INTERNATIONAL BUILDING CODE, 2018

NFPA 101 LIFE SAFETY CODE, 2021

PROJECT ADDRESS:

MISAWA AIR BASE, JAPAN

PROJECT DESCRIPTION:

RENOVATION OF TWENTY (20) JNCO HOUSING UNITS IN FIVE (5) BUILDINGS (BUILDINGS 123,125,127, 129 AND

291). THERE ARE FOUR (4) UNITS PER BUILDING.

OCCUPANCY IBC OCCUPANCY NFPA OCCUPANCY

APARTMENT HOUSES GROUP R-2 EXISTING APARTMENT (CHAPTER 31)

CONSTRUCTION TYPE:

PROVIDED

APARTMENT HOUSES TYPE II-B

ALLOWABLE AREA AND HEIGHT (TABLE 506.2):

OCCUPANCY ALLOWABLE ACTUAL

GROUP AREA AREA

APARTMENT HOUSES

(SEPARATED) 2,659 SM 492 SM

ALLOWABLE HEIGHT AND NUMBER OF STORIES (504.3 AND 504.4)

ALLOWABLE ACTUAL

BUILDING HEIGHT STORIES HEIGHT STORIES

APARTMENT HOUSES 16.76 M 4 6.2 M 2

EXPOSURES (TABLE 601, 704.8):

EXPOSURE SEPARATION EXTERIOR UNPROTECTED

NORTH > 60 FT 3.048 M 0 HR UNLIMITED

EAST > 60 FT 3.048 M 0 HR UNLIMITED

SOUTH > 60 FT 3.048 M 0 HR UNLIMITED

WEST > 60 FT 3.048 M 0 HR UNLIMITED

CONSTRUCTION REQUIREMENTS (TABLE 601):

TYPE II-B:

REQUIRED PROVIDED

BUILDING ELEMENT MATERIAL RATING RATING SECTION

STRUCTURAL FRAME NON-COMBUSTIBLE 0 HR 0 HR TABLE 601

BEARING WALLS - EXT NON-COMBUSTIBLE 0 HR 0 HR TABLE 601

BEARING WALLS - INT NON-COMBUSTIBLE 0 HR 0 HR TABLE 601

NONBEARING WALLS - EXT NON-COMBUSTIBLE 0 HR 0 HR TABLE 601

SEPARATION > 30 FT NON-COMBUSTIBLE 0 HR 0 HR TABLE 602

NONBEARING WALLS - INT NON-COMBUSTIBLE 0 HR 0 HR TABLE 601

FLOORS NON-COMBUSTIBLE 0 HR 0 HR TABLE 601

ROOF NON-COMBUSTIBLE 0 HR 0 HR TABLE 601

INTERIOR FINISH AND INTERIOR FLOOR FINISH (NFPA 101):

OCCUPANCY EXITWAYS STAIR ENCLOSURE RESIDENTIAL UNIT OTHER AREAS

INTERIOR FINISH:

A, B A C A, B, C

INTERIOR FLOOR FINISH: I,II I,II I,II I,II

INSULATION (UFC 3-600-01):

CONDITION FLAMESPREAD SMOKE DEVELOPMENT

EXPOSED < 75 <150

CONCEALED SPACE < 25 < 50

OCCUPANT LOAD FACTOR (TABLE 7.3.1.2, NFPA 101)

APARTMENT BUILDINGS 18.6 SM/PERSON

TOTAL CALCULATED OCCUPANT LOAD

FIRST FLOOR = 13

SECOND FLOOR = 12

TOTAL = 25

EXIT QUANTITY AND CAPACITY:

NUMBER OF EXITS PER UNIT CAPACITY (PERSONS)

FLOOR REQUIRED PROVIDED REQUIRED PROVIDED

FIRST FLOOR 1 1 143 13

SECOND FLOOR 1 1 143 12

CAPACITY OF MEANS OF EGRESS SUMMARY (NFPA 101):

THE MEANS OF EGRESS CONSISTS OF AN INTERIOR EXIT STAIR ENCLOSURE, DOORS, AND AN EXTERIOR

STAIR ENTRANCE STAIR.

EGRESS CAPACITY FOR A DOOR AS A MEANS OF EGRESS IS 5 MM PER PERSON AND 7.6 MM PER PERSON

FOR THE EGRESS STAIRS (NFPA 101, TABLE 7.3.3.1).

INTERIOR STAIRWAY: MINIMUM WIDTH OF THE EXISTING STAIR IS REQUIRED TO BE 915 MM (36 INCHES) IN ACCORDANCE WITH NFPA 101, TABLE 7.2.2.2.1.1(B). A 1088 MM (43 INCH) WIDTH IS

PROVIDED.

EXTERIOR STAIRWAY: MINIMUM WIDTH OF THE EXISTING STAIR IS REQUIRED TO BE 915 MM (36 INCHES) IN ACCORDANCE WITH NFPA 101, TABLE 7.2.2.2.1.1(A). A 1088 MM (43 INCH) WIDTH IS

PROVIDED. THE RISER HEIGHT MUST BE A MINIMUM OF 100 MM AND A MAXIMUM OF 180 MM

ACCORDING TO TABLE 7.2.2.2.1.1(A). THE EXTERIOR STAIR WILL BE PROVIDED A RISER HEIGHT OF

178 MM, WHICH IS CODE COMPLIANT.

1088 MM/PERSON/7.6 MM = 143 PERSONS CAPACITY

EXIT ARRANGEMENT:

TRAVEL DISTANCE FROM UNIT TRAVEL DISTANCE FROM INSIDE

DOOR TO EXIT UNIT TO UNIT DOOR

FLOOR ALLOWED ACTUAL ALLOWED ACTUAL

FIRST FLOOR 10.7 M 0 M 23 M 14.5 M

SECOND FLOOR 10.7 M 0 M 23 M 14.5 M

FIRE HYDRANT COVERAGE:

IT IS REQUIRED BY NFPA 1 SECTION 18.5.3 THAT THE MAXIMUM DISTANCE BETWEEN A FIRE HYDRANT AND THE CLOSEST POINT ON A BUILDING IS 122 M. COMPLIES, DISTANCE FROM ALL BUILDINGS TO THE CLOSEST

FIRE HYDRANT IS WITHIN 122 M.

MEANS OF EGRESS ILLUMINATION:

REQUIRED AND PROVIDED. EXITS ARE ILLUMINATED TO VALUES OF NOT LESS THAN ONE (1) FOOTCANDLE, MEASURED AT WALKING SURFACE.

EMERGENCY LIGHTING:

NOT REQUIRED FOR TWO STORY BUILDINGS WITH LESS THAN 12 UNITS.

MARKING OF MEANS OF EGRESS:

NOT REQUIRED AS THE DWELLING UNITS ARE NOT REQUIRED TO BE PROVIDED WITH MORE THAN ONE EXIT.

FIRE DETECTION AND ALARM SYSTEM REQUIREMENTS (UFC 3-600-01, 34-6.1.3):

NFPA 101, 30.3.4.1.1 DOES NOT REQUIRE A FIRE ALARM SYSTEM FOR APARTMENT BUILDING OCCUPANCIES WHERE THERE ARE LESS THAN 4 STORIES AND LESS THAN 12 DWELLING UNITS. ALL THE BUILDINGS IN THIS

PROJECT MEET THE REQUIREMENTS FOR EXEMPTION FROM A FIRE ALARM SYSTEM.

INTERCONNECTED SMOKE ALARMS ARE REQUIRED IN ACCORDANCE WITH UFC 3-600-01. MULTI-STATION SMOKE ALARMS CONNECTED TO A 120 VAC LIGHTING CIRCUIT ARE BEING PROVIDED IN EVERY SLEEPING

ROOM, THE HALLWAYS LEADING TO THE SLEEPING ROOMS, AND ON EACH LEVEL OF THE UNIT.

IT IS WITHIN THE SCOPE OF WORK TO PROVIDE SUPERVISION FOR NFPA 13R FIRE SPRINKLER SYSTEMS TO CONNECT TO THE BASE-WIDE REPORTING SYSTEM. THE REPORTING SYSTEM WILL CONSIST OF A FIRE ALARM PANEL, ANTENNA, TRANSCIEVER, AND WILL REQUIRE A CEILING SMOKE DETECTOR AND MANUAL

PULL STATION WITHIN THE SPRINKLER RISER ENCLOSURE.

FIRE SUPPRESSION SYSTEM REQUIREMENTS (NFPA 101, 31.5 & UFC 3-600-01, 34-6.2):

A FIRE SPRINKLER SYSTEM IS REQUIRED BECAUSE THE FACILITY RENOVATION COST IS MORE THAN 50

PERCENT OF THE REPLACEMENT COST.

AN AUTOMATIC, MONITORED, WET FIRE SPRINKLER SYSTEM WILL BE PROVIDED FOR EACH BUILDING. THE FIRE SPRINKLER SYSTEM DESIGN WILL BE IN ACCORDANCE WITH NFPA 13R. THE HEATING WITHIN THE HOMES WILL BE SUFFICIENT TO KEEP SPRINKLER PIPES FROM FREEZING, ALLOWING FOR INSTALLATION OF

A WET-PIPE SYSTEM.

ONE SPRINKLER RISER WILL BE PROVIDED FOR EACH BUILDING WITHIN ITS OWN HEATED EXTERIOR ENCLOSURE. RISERS WILL BE EQUIPPED WITH A PADLOCKED DOUBLE CHECK VALVE AND A MONITORED WATERFLOW SWITCH. EACH RISER ENCLOSURE WILL HAVE ONE 2 ½ INLET FIRE DEPARTMENT CONNECTION

(FDC) IN ACCORDANCE WITH NFPA 13R, 6.11.1.

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2022

NFPA 13R STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN

LOW-RISE RESIDENTIAL OCCUPANCIES, 2022

UFC 4-711-01 FAMILY HOUSING, 10 AUGUST 2018

FA

FA

FA

FA

FA

FA

FA

FA

FA

FA

EXSITING FIRE HYDRANT

EXSITING FIRE HYDRANT

3.048 M SEPARATION

DISTANCE , TYP

3.048 M SEPARATION

DISTANCE , TYP

3.048 M SEPARATION

DISTANCE , TYP

3.048 M SEPARATION

DISTANCE , TYP

PUMP HOUSE B119

EXISTING FIRE

HYDRANT

RELOCATED

FIRE HYDRANT

85 M FIRE HYDRANT

COVERAGE

76 M FIRE HYDRANT

COVERAGE

83 M FIRE HYDRANT

COVERAGE

69 M FIRE HYDRANT

COVERAGE

FD

FD

FD

FD

74 M FIRE HYDRANT

COVERAGE

10 M WIDE FIRE

ACCESS LANE

6.5 M WIDE FIRE

ACCESS LANE

38 M BETWEEN

FDC HYDRANT

41 M FROM FDC

TO HYDRANT

36 M BETWEEN

FDC HYDRANT

40 M BETWEEN FDC

AND HYDRANT

FA

FA

FA

FA

FA

FA

EXSITING FIRE HYDRANT

EXSITING FIRE HYDRANT

3.048 M

SEPARATION

DISTANCE , TYP

PUMP HOUSE B263

EXISTING FIRE

HYDRANT

FD

9.6 M WIDE FIRE

ACCESS LANE

EXISTING FIRE

HYDRANT

17 M FROM FDC

TO HYDRANT

FA FIRE DEPARTMENT ACCESS

FIRE HYDRANT

SITE PLAN LEGEND

ASSUMED PROPERTY LINE

FIRE DEPARTMENT ACCESS POINTFD

G-005

C O

D E

C O

M

PL

AI

N

C E

SI

TE

P

LA

N

CODE COMPLIANCE SITE PLAN - BLDG 123, 125, 127, & 1291

CODE COMPLIANCE SITE PLAN - BLDG 2912 NORTH

NORTH

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

License Expiration Date 06/30/2024

0 10M

SCALE: 1:400

20M

SCOPE OF WORK NOTES

THE CONTRACTOR SHALL PROVIDE ALL SUPERVISION, MANAGEMENT, QUALITY

CONTROL, LABOR , TOOLS, EQUIPMENT, MATERIALS, AND PERFORMANCE OF ALL

WORK NECESSARY TO CONSTRUCT THE RENOVATION OF BUILDINGS 123, 125, 127,

129 AND 291 AS DEPICTED IN THE CONTRACT DOCUMENTS TO INCLUDE:

INTERIOR DEMOLITION AND HAZARDOUS MATERIAL ABATEMENT; STRUCTURAL

AND ARCHITECTURAL IMPROVEMENTS TO SUPPORT NEW BUILDING SYSTEMS;

MAIN ROOF RECOATING; REPAINTING; NEW DOORS; WINDOW, ROOFING AT

CONCRETE EYEBROWS, FLOORING, KITCHEN AND BATH CABINETS, HANDRAILS,

APPLIANCES, SMOKE DETECTORS, HVAC DUCTWORK, PLUMBING FIXTURES AND

PIPING, AND ELECTRICAL SYSTEMS.

PROVIDE NEW FIRE PROTECTION WATER LINES AND FIRE HYDRANTS TO FIRE

RISER ENCLOSURE AN SPRINKLER SYSTEMS.

DEMOLITION OF STEAM-SOURCED HOT WATER SPACE HEATING SYSTEM AND

PROVIDE AN ENERGY EFFICIENT AIR SOURCE HEAT PUMPS FOR AIR

CONDITIONING AND HEATING.

PROVIDE NEW SMART METERS FOR DOMESTIC WATER AND ELECTRICITY, AND

EMCS FOR INTEGRATION WITH MISAWA AIR BASE EMCS.

BEDRM 1

BATH

LIVING CLO

TERRACE

STAIR

RM

BATH

CLO

LIVING

REF

DW

W

D

SK

REF

CLO

RAN

SK

LAUNDRY LAUNDRY

HALL

BEDRM 2

CLO

ENTRY/PORCH

CLO

TERRACE

BEDRM 1

BEDRM 2

CLO

RAN

DW

W

D

DINING/KITDINING/KIT

HALL

STAIR

TRASHTRASH

STOR

STOR

STOR

STOR

CLO CLOLN

CLOCLO

LN

ACCESS

PANEL (E)

FIRE RISER

ENCLOSURE

PROVIDE FALL PROTECTION

DEVICES FOR ALL WINDOWS,

TYPICAL

PROVIDE EMERGENCY

ESCAPE WINDOWS 1120 MM

ABOVE FINISHED FLOOR IN

BEDROOMS , TYPICAL1318.6

R-2

APARTMENT

EXTERIOR STAIR AND HANDRAIL

MUST COMPLY WITH NFPA 101,

TABLE 7.2.2.2.1 (A)

10010 B

BUSINESS

OCCUPANT LOAD

(PERSONS)OCCUPANT LOAD

FACTOR (SM /PERSON)

NFPA 101

OCCUPANCY IBC OCCUPANCY

OCCUPANCY LEGEND

SPACE AREA (SM)

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

License Expiration Date 06/30/2024

G-101

TY

PI

C

AL

F

IR

ST

F

LO

O

R P

LA

N

LI

FE

S

AF

ET

Y

TYPICAL FIRST FLOOR PLAN - LIFE SAFETY1 0 1000

SCALE: 1:50

BEDRM 1

BATH

LIVING CLO

BATH

LIVING

REF

DW

W

D

SK

REF

CLO

RAN

SK

LAUNDRY LAUNDRY

HALL

BEDRM 2

CLO

BEDRM 1

BEDRM 2

CLO

RAN

DW

W

D

DINING/KITDINING/KIT

HALL

BALCONY BALCONY

HALL

CLOCLO

CLOLNCLO LN

STAIR

1218.6 R-2

APARTMENT

PROVIDE EMERGENCY

ESCAPE WINDOWS 1120 MM

ABOVE FINISHED FLOOR IN

BEDROOMS , TYPICAL

10010 B

BUSINESS

OCCUPANT LOAD

(PERSONS)OCCUPANT LOAD

FACTOR (SM /PERSON)

NFPA 101

OCCUPANCY IBC OCCUPANCY

OCCUPANCY LEGEND

SPACE AREA (SM)

PROVIDE FALL PROTECTION

DEVICES FOR ALL WINDOWS,

TYPICAL

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

License Expiration Date 06/30/2024

G-102

TY

PI

C

AL

S

EC

O N

D F

LO

O

R P

LA

N

LI

FE

S

AF

ET

Y

TYPICAL SECOND FLOOR PLAN - LIFE SAFETY1 0 1000

SCALE: 1:50

STOR

STOR

STOR

BEDRM 2 LIVING

BATH

DW

KIT

TRASH

REF

BEDRM 1 DINING

DW

R

S

UP

S

R

DW

ENTRY

KIT

REF

DINING BEDRM 1

DW

STO STO

LIVING

BATH

BEDRM 2

1 2 3 4 5 6

A

B

C

D

9 195 3 760 9 195

22 150

BALCONY

DW

BALCONY

BEDRM 2 LIVING

CLO

BATH

DW

CLO

KIT

REFBEDRM 1 DINING

R

S

R

S

DW

KIT

REF

DN DW

STO STO

BATH

1 2 3 4 5 6

A

B

C

D

9 195 3 760 9 195

22 150

20 330

TERRACE TERRACE

BEDRM 2LIVING

CLO

CLO

BEDRM 1DINING

1 1 1 1

3 3

3 3

CLO

CLO 11

1 1

CLO

CLO1 1

STAIR

RM

HAZARDOUS MATERIAL REMOVAL NOTES:

1. THE IDENTITIES, LOCATIONS, AND QUANTITIES OF HAZARDOUS MATERIALS SHOWN ARE AS DESCRIBED IN THE HAZARDOUS MATERIALS REPORT ENTITLED “HAZARDOUS MATERIALS INSPECTION REPORT" BY ENVIRONMENTAL SCIENCE CORPORATION, 21 JANUARY 2022. FIELD-VERIFY THE PRESENCE AND QUANTITY OF HAZARDOUS MATERIALS IDENTIFIED IN THE HAZMAT REPORT AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE

CONTRACTING OFFICER.

2. IF HIDDEN OR OTHER SUSPECT POTENTIALLY HAZARDOUS MATERIAL, WHICH HAS NOT BEEN PREVIOUSLY CHARACTERIZED, IS ENCOUNTERED DURING DEMOLITION OR RENOVATIONS, THE SUSPECT MATERIAL SHALL BE ASSUMED HAZARDOUS UNTIL PROVEN OTHERWISE BY A QUALIFIED INSPECTOR. DO NOT DISTURB THE MATERIAL AND IMMEDIATELY REPORT TO THE CONTRACTING OFFICER AND OBTAIN CONCURRENCE TO IDENTIFY, SAMPLE, ANALYZE, AND EVALUATE SUCH MATERIAL IN ACCORDANCE WITH PROJECT SPECIFICATIONS.

3. DEMOLITION MUST INCLUDE ENVIRONMENTAL ABATEMENT OF HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO, ASBESTOS, PCBS, MERCURY CONTAINING LAMPS AND SWITCHES, ETC. INSPECT, IDENTIFY, REMOVE AND DISPOSE OF ALL HAZARDOUS MATERIALS IN ACCORDANCE WITH PROJECT SPECIFICATIONS, OSHA, JEGS, AND PERTINENT GOJ REGULATIONS. WHERE SUCH PROVISIONS DIFFER, THE MORE STRINGENT SHALL APPLY.

4. VERIFY TEMPORARY STORAGE AREA FOR ALL HAZARDOUS MATERIALS FOR DISPOSAL WITH THE CONTRACTING

OFFICER.

5. SECURE THE WORK AREA, PROTECT ADJOINING AREAS PRIOR TO DISTURBING ANY MATERIAL FOR THE ABATEMENT ACTIVITY. MAINTAIN CRITICAL BARRIERS, ISOLATION, AND WARNING SIGNS AS NECESSARY DURING ALL ABATEMENT OPERATIONS, UNTIL FINAL CLEARANCE HAS BEEN APPROVED FOR EACH WORK AREA. PROTECT ALL SURROUNDING AREAS, INCLUDING SOIL, FROM HAZARDOUS MATERIALS THROUGHOUT ABATEMENT AND DEMOLITION ACTIVITIES.

6. REMOVE, HANDLE, AND DISPOSE OF ALL ASBESTOS-CONTAINING MATERIALS PRIOR TO WORK BY OTHER TRADES, USING PROCEDURES OUTLINED IN THE SPECIFICATIONS AND AS DETAILED IN THE ASBESTOS HAZARD ABATEMENT

PLAN.

7. PAINTS WITH LEAD BASED PAINT WAS NOT IDENTIFIED.

8. VERIFY LIGHTING BALLASTS FOR PRESENCE OF PCBS, SUBSEQUENTLY REMOVE AND SEGREGATE PCB-CONTAINING AND NON-PCB CONTAINING BALLASTS FOR LIGHTING FIXTURES. SEGREGATE BALLASTS BY US-MADE AND FOREIGN-MADE BALLASTS, STORE IN ACCORDANCE WITH JEGS. COORDINATE WITH THE CONTRACTING OFFICER

FOR STORAGE AND TURN-IN REQUIREMENTS.

9. INSPECT, IDENTIFY, REMOVE INTACT, AND DISPOSE OF FLUORESCENT AND HIGH INTENSITY DISCHARGE (HID) LIGHT BULBS SUSPECT FOR CONTAINING MERCURY IN ACCORDANCE WITH THE PCB AND LAMP REMOVAL WORK PLAN.

10. INSPECT, IDENTIFY, REMOVE AND DISPOSE OF SMOKE DETECTORS AND/OR EXIT SIGNS WITH POSSIBLE RADIOACTIVE MATERIALS IN ACCORDANCE WITH OSHA, JEGS, AND PERTINENT GOJ REGULATIONS AND TURN INTO

MISAWA AB HOUSING MAINTENANCE FOR DISPOSAL.

11. REMOVE AND RECYCLE OR DISPOSE OF MOUNTED EQUIPMENT BATTERIES (NI-CAD, LITHIUM-ION, MAGNESIUM-ION, ETC) IN ACCORDANCE WITH JEGS AND PERTINENT GOJ REGULATIONS.

12. CONTRACTOR SHALL SUBMIT AND HAVE APPROVED ACM ABATEMENT PLAN PRIOR TO START OF HAZMAT REMOVAL

IN ACCORDANCE WITH SECTION 02 82 00.

13. CONTRACTOR SHALL CONDUCT PREPARATORY MEETING WITH APPROVED ACM ABATEMENT PLAN AND ACTIVITY HAZARD ANALYSIS (AHA) PRIOR TO START OF HAZMAT REMOVAL IN ACCORDANCE WITH SECTION 02 82 00.

14. CONTRACTOR SHALL COORDINATE ALL HAZMAT REMOVAL WORK WITH ARCHITECTURAL DEMOLITION DRAWINGS.

MATERIALS NOT DISTURBED BY SELECTIVE DEMOLITION SHALL BE PROTECTED IN PLACE.

15. ALL EXISTING GYPSUM BOARD IS ASSUMED TO EXCEED THE REGULATORY LIMITS FOR CADMIUM AND ARSENIC FOR 'SPECIALLY CONTROLLED INDUSTRIAL WASTE (SCIW)' DISPOSAL CRITERIA IN JAPAN. REFER TO JEGS TABLE 16.7. ALL DEMOLITION OF GYPSUM BOARD SHALL FOLLOW THE REQUIREMENTS OF THE JEGS AND JAPAN MINISTRY OF THE ENVIRONMENT. ALL GYPSUM BOARD MUST BE DISPOSED AT A LICENSED CONTROLLED LANDFILL.

16. ASBESTOS CONTAINING MATERIALS NOT DETECTED IN BUILDINGS 127, 129 AND MECHANICAL BUILDINGS 191 AND 263.

REFER TO THE PROJECT HAZARDOUS MATERIALS INSPECTION REPORT.

1ST FLOOR PLAN

A5 HAZARDOUS MATERIALS REMOVAL PLAN - B123

NOT TO SCALE

2ND FLOOR PLAN

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

H

AZ

AR

D

O U

S M

AT

ER

IA

LS

R

EM

O

VA

L

PL

AN

BL

D

G B

H-101

FLOORING VINYL TILE WITH GREY MASTIC 49 SM

ASBESTOS CONTAINING MATERIAL

ITEM ACM DESCRIPTION QUANTITYLOCATIONS

LEGEND

FLOORING VINYL SHEET WITH GREY MASTIC 104 SM2

CARPET FLOOR WITH GREY MASTIC 167 SM3

"A", "B", KITCHEN, DINING AND LIVING ROOM.

"C", "D" KITCHEN

"A", "B" BEDROOMS, "C", "D" LIVING ROOMS,

DINING, BEDROOMS

ALL CLOSETS AND "C", "D" ENTRANCE,

STAIR RM

BALCONY

DW

BALCONY

BATH

DW

KIT

REF

R

S

R

S

DW

KIT

REF

DN DW

BATH

1 2 3 4 5 6

A

B

C

D

9 195 3 760 9 195

22 150

20 330

STOR

STOR

STOR

STOR

BATH

DW

KIT

TRASH

REF

DW

R

S

UP

S

R

DW

ENTRY

KIT

REF

DW

BATH

1 2 3 4 5 6

A

B

C

D

9 195 3 760 9 195

22 150

TERRACE TERRACE

BEDRM 2 LIVING

CLO

CLO

BEDRM 1 DINING

BEDRM 2LIVING

CLO

CLO

BEDRM 1DINING

1 1 1 1

STO STO

3 3

BEDRM 2 LIVING

BEDRM 1 DINING DINING BEDRM 1

LIVING BEDRM 2

CLO

CLO 11

1 1

CLO

CLO1 1

3 3

3 3

1 2

STAIR

RM

STO STO

3 3

1ST FLOOR PLAN

A5 HAZARDOUS MATERIALS REMOVAL PLAN - B125

NOT TO SCALE

2ND FLOOR PLAN

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

H

AZ

AR

D

O U

S M

AT

ER

IA

LS

R

EM

O

VA

L

PL

AN

BL

D

G

H-102

HAZARDOUS MATERIAL REMOVAL NOTES:

1. REFER TO SHEET H-101 FOR HAZARDOUS MATERIALS REMOVAL NOTES. NOTES ON SHEET H-101 APPLY TO ALL

HAZARDOUS MATERIALS REMOVAL WORK.

FLOORING VINYL TILE WITH GREY MASTIC 47 SM

ASBESTOS CONTAINING MATERIAL

ITEM ACM DESCRIPTION QUANTITYLOCATIONS

LEGEND

FLOORING VINYL SHEET WITH GREY MASTIC 176 SM2

GYPSUM BOARD WALL WITH SKIMCOAT / JOINT COMPOUND 505 SM3

"B", "C" AND "D", LIVING ROOM, DINING,

KITCHEN

ALL GYPSUM BOARD WALL

ALL CLOSETS, BUILDING ENTRANCE AND

"A" KITCHEN

STOR

STOR

BATH

DW

KIT

TRASH REF

DW

R

S

UP

S

R

DW

ENTRY

KIT

REF

DW

STO STO

BATH

1 2 3 4 5 6

A

B

C

D

9 195 3 760 9 195

22 150

BALCONY

DW

BALCONY

BATH

DW

KIT

REF

R

S

R

S

DW

KIT

REF

DN DW

STO STO

BATH

1 2 3 4 5 6

A

B

C

D

9 195 3 760 9 195

22 150

20 330

TERRACE TERRACE

BEDRM 2 LIVING

CLO

CLO

BEDRM 1 DINING

BEDRM 2LIVING

CLO

CLO

BEDRM 1DINING

1 1 1 1

BEDRM 2 LIVING

BEDRM 1 DINING DINING BEDRM 1

LIVING BEDRM 2

CLO

CLO 11

1 1

CLO

CLO1 1

STAIR

RM

1ST FLOOR PLAN

A5 HAZARDOUS MATERIALS REMOVAL PLAN - B291

NOT TO SCALE

2ND FLOOR PLAN

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

H

AZ

AR

D

O U

S M

AT

ER

IA

LS

R

EM

O

VA

L

PL

AN

BL

D

G

H-103

HAZARDOUS MATERIAL REMOVAL NOTES:

1. REFER TO SHEET H-101 FOR HAZARDOUS MATERIALS REMOVAL NOTES. NOTES ON SHEET H-101 APPLY TO ALL

HAZARDOUS MATERIALS REMOVAL WORK.

FLOORING VINYL TILE WITH GREY MASTIC 39 SM

ASBESTOS CONTAINING MATERIAL

ITEM ACM DESCRIPTION QUANTITYLOCATIONS

LEGEND

FLOORING VINYL SHEET WITH GREY MASTIC 176 SM2

"A", "B", "C" AND "D" LIVING ROOM, DINING,

KITCHEN

ALL CLOSETS AND BUILDING ENTRANCE

LIST OF ABBREVIATIONS

GENERAL CIVIL NOTES:

1. ALL WORK PERFORMED SHALL COMPLY WITH U.S. ARMY CORPS OF ENGINEERS EM

385-1-1, SAFETY AND HEALTH REQUIREMENTS, AND WITH ALL FEDERAL, STATE AND

LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY AND

ENVIRONMENTAL QUALITY. WHERE REQUIREMENTS VARY, THE MOST STRINGENT

REQUIREMENTS SHALL APPLY.

2. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING FROM HIS

WORK DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS. THE

COSTS INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THE GOVERNMENT

SHALL BE PAYABLE BY THE CONTRACTOR.

3. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION ALL

IMPROVEMENTS DAMAGED AS A RESULT OF THE CONSTRUCTION, INCLUDING

PAVEMENTS, EMBANKMENTS, CURBS, SIGNS, LANDSCAPING, STRUCTURES,

UTILITIES, WALLS, FENCES, ETC.

4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL SIGNS, CONES, BARRICADES,

AND OTHER PROTECTIVE FACILITIES TO IDENTIFY AND DELINEATE CONSTRUCTION

WORK AREAS.

5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES AS

SHOWN ON THE PLANS ARE BASED ON THE AVAILABLE DATA.

6. OBTAIN A BASE CIVIL ENGINEERING WORK CLEARANCE PRIOR TO THE START OF

CONSTRUCTION.

7. PRIOR TO COMMENCING EXCAVATION, NOTIFY THE CONTRACTING OFFICER.

8. IF CAVITIES AND/OR VOIDS ARE ENCOUNTERED DURING EXCAVATION WORK, STOP

WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER.

9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH 29 CFR 1910, NFPA 70

(NEC), NFPA 101 (LIFE SAFETY CODE), AND OTHER APPLICABLE INDUSTRY

STANDARDS RELATING TO OCCUPATIONAL SAFETY AND HEALTH.

10. AZIMUTHS MEASURED FROM TRUE NORTH = 0 DEGREES, 00 MINUTES, 00 SECONDS

AND INCREASE CLOCKWISE.

AC ASPHALT CONCRETE OR AIR CONDITIONING

ARCH ARCHITECTURAL

AS ASPHALT

BOT BOTTOM

C CENTER LINE

CONC, CO CONCRETE

CONT CONTINUOUS

CP CONCRETE PIPE

D DIAMETER OR DRAIN

DEFL DEFLECTION

DEG DEGREE

DI DRAIN INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DMH STORM DRAIN MANHOLE

DWGS DRAWINGS

E,ELEC ELECTRICAL

EBOX ELECTRICAL BOX

ELEV ELEVATION

EMH ELECTRICAL MANHOLE

EP ELECTRIC POLE

EW EACH WAY

EXST, E/ EXISTING

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

H HEIGHT

HORIZ HORIZONTAL

INV INVERT

JGD JAPAN GEODETIC DATUM

JIS JAPANESE INDUSTRIAL STANDARDS

JWA JAPAN WATER WORKS ASSOCIATION

KG KILOGRAM

LP LIGHT POLE

DETAIL

NUMBER

IDENTIFICATION

NUMBER OF SHEET

ON WHICH SECTION

IS DRAWN

SECTION IDENTIFICATION

NUMBER

NUMBER OF SHEET

ON WHICH DETAIL

IS DRAWN

DETAIL1

SECTION1

OPEN DITCH

L-TYPE DITCH

GRATING

ELECTRIC POLEPOINT

GUARDRAIL

CONCRETE PAVEMENT

ASPHALT PAVEMENT

BUILDING

BLOCK WALL

ASPHALT BOUNDARY LINE

RETAINING WALL

OUTCROP

FENCE

KENCHI BLOCK

BANISTER

TURF AREA

WASTE LAND

HEDGE

SYMBOLS

TREES

VEGETATION BOUNDARY

LIGHT POLE

FIRE HYDRANT

EXISTING NEW

LCC

M METER

MAX MAXIMUM

ME MATCH EXISTING

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

mm MILLIMETER

N NUMBER

OC, O.C. ON CENTER

OD OUTSIDE DIAMETER

PAV'T, PVMT PAVEMENT

PT POINT

REQ'D REQUIRED

S SEWER OR SPREAD

SCH SCHEDULE

SD STORM DRAIN

SHT SHEET

SL SEWER LINE

SLP SLOPE

SM SQUARE METERS

SMH SEWER MANHOLE

STRUCT STRUCTURAL

SQ SQUARE

SST STAINLESS STEEL

STA STATION

T TELEPHONE

TBOX TELEPHONE BOX

TC TOP OF CONCRETE

THK THICK

TMH TELEPHONE MANHOLE

TP TELEPHONE POLE

TYP TYPICAL

VERT VERTICAL

W WATER

WL WATER LINE

WMH WATER MANHOLE

WV WATER VALVE

G

EN

ER

AL

C

IV

IL

N

O

TE

S, S

YM

BO

LS

A

N D

AB

BR

EV

IA

TI

O

N S

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

SLOPE

(WIRE = TENSION WIRE)

STONE FLAGGED DITCH

TELEPHONE LINE

WATER PIPE

SEWER PIPE

STORM DRAIN PIPE

TELEPHONE POLE

TRAFFIC SIGN

TELEPHONE MANHOLE

CONTROL POINT

SEWER MANHOLE

ELECTRIC MANHOLE

WATER MANHOLE

OVERHEAD ELECTRICAL LINE

CONCRETE PIPE

STORM DRAINAGE MANHOLE

ELECTRIC LINE

WATER VALVE

S

CLEANOUT

AIR RELIEF VALVE OR VALVE BOX

W

TO

PO

G R

AP

H

IC

S

U R

VE

Y

N O

TE

S

AN

D

L

IS

T O

F

TR

EE

S

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

TOPOGRAPHIC SURVEY NOTES:

1. TOPOGRAPHIC SURVEY COORDINATE SYSTEM IS THE JAPAN

GEODETIC DATUM (JGD) 2011, ZONE 10 AND IS IN INTERNATIONAL

METRIC UNITS.

2. THE "CONTROL POINTS SUMMARY TABLE" SHOWS THE

INFORMATION FOR THE BENCHMARKS ESTABLISHED AROUND THE

ENTIRE PERIMETER OF THE SITE IN MISAWA AIR BASE, JAPAN.

3. SURVEY CONDUCTED BY:

ENVIRONMENTAL SCIENCE CORPORATION

ESC BUILDNG 1553-231 ISHIKAWA IHA, URUMA CITY,

OKINAWA, 904-0012 JAPAN TEL. 011-81-098-989-0426

REGISTERED SURVEYOR: MR. KOJI CHINEN

JAPAN REGISTERED SURVEYOR, REGISTRATION NO: H7-724

4. DATE OF TOPOGRAPHIC SURVEY: DECEMBER 2021

5. LOCATION OF EXISTING MAINS AND SERVICE LATERAL LINES FOR

WATER, ELECTRICAL AND COMMUNICATION SYSTEMS SHOWN IN

THE SURVEY MAP ARE APPROXIMATE AND BASED ON BEST

AVAILABLE INFORMATION PROVIDED BY OTHERS.

E 44241.196

35.792

ELEVATION

MB4-2

MB4-1 76303.889

76404.181 44209.001

COORDINATES

N

34.253

No.

(BASED ON JGD 2011 ZONE 10 DATUM)

CONTROL POINTS SUMMARY TABLE

39.278M1 76353.996 44303.712

38.827M2 76391.410 44305.655

44426.309

45.560M4

M3 76672.029

76743.896 44431.713

46.507

8.00 6.00 0.451 SAKURA

9.00 7.00 0.502 SAKURA

8.00 6.00 0.403 SAKURA

9.00 7.00 0.454 SAKURA

9.00 7.00 0.505 SAKURA

8.00 6.00 0.456 SAKURA

11.00 6.00 0.457 SAKURA

0.458 SAKURA

16 MATUNOKI

17 SAKURA

18 SUGINOKI

9.00 7.00 0.459

0.3010

SAKURA

KEYAKI

10.00 5.00 0.40

10.00 6.00 0.60

10.00 5.00 0.30

8.00 7.00

7.00 4.00

8.00 5.00 0.4521 KEYAKI

11.00 5.00 0.4522 SUGINOKI

9.00 7.00 0.7023 SAKURA

10.00 6.00 0.3524 MATUNOKI

9.00 8.00 0.5025 SAKURA

KEYAKI

SUGINOKI

8.00 6.00 0.55

5.00 4.00 0.40

8.00 5.00 0.4011

12 SAKURA

13 SAKURA

14 SAKURA

9.00 6.00 0.4515 KEYAKI

8.00 7.00 0.40

9.00 6.00 0.35

9.00 7.00 0.45

KEYAKI

9.00 6.00 0.401 SAKURA

7.00 5.00 0.302 SAKURA

9.00 6.00 0.603 SAKURA

8.00 6.00 0.404 SAKURA

9.00 7.00 0.555 SAKURA

8.00 6.00 0.356 SAKURA

9.00 6.00 0.507 SAKURA

0.308 SAKURA

9.00 2.00 0.3011

12 SAKURA

13 SAKURA

14 SAKURA

7.00 6.00 0.4515 SAKURA

16 SAKURA

17 SAKURA

18 SAKURA

9.00 7.00 0.409

0.4010

SAKURA

SAKURA

8.00 7.00 0.35

7.00 5.00 0.35

8.00 6.00 0.45

8.00 6.00 0.50

9.00 7.00 0.50

9.00 5.00 0.40

9.00 6.00

9.00 7.00

8.00 6.00 0.3521 SAKURA

9.00 5.00 0.3522 SAKURA

8.00 5.00 0.4023 SAKURA

8.00 6.00 0.4024 SAKURA

9.00 7.00 0.6025 SAKURA

10.00 5.00 0.3031

32 SAKURA

33 SAKURA

34 SAKURA

9.00 6.00 0.5035 SAKURA

36 SAKURA

37 SAKURA

38 SAKURA

9.00 5.00 0.40

9.00 5.00 0.35

9.00 5.00 0.45

9.00 7.00 0.45

9.00 6.00 0.40

8.00 6.00 0.40

8.00 6.00 0.5041 SAKURA

9.00 5.00 0.5042 SAKURA

10.00 4.00 0.3543 SAKURA

8.00 6.00 0.4044 SAKURA

8.00 6.00 0.5045 SAKURA

8.00 5.00 0.3046 SAKURA

9.00 4.00 0.4047 SAKURA

0.3048 SAKURA

8.00 5.00 0.5051 SAKURA

53 SAKURA

54 SAKURA

11.00 4.00 0.3055

56 SAKURA

57 SAKURA

58 SUGINOKI

8.00 5.00 0.3049

0.4550

SAKURA

SAKURA

11.00 5.00 0.35

9.00 5.00 0.35

10.00 8.00 0.40

9.00 4.00 0.35

9.00 8.00 0.40

8.00 3.00 0.30

8.00 5.00

9.00 6.00

SAKURA

SAKURA

8.00 5.00 0.45

8.00 4.00 0.30

SAKURA

SAKURA

9.00 7.00 0.65

9.00 6.00 0.40

SUGINOKI

SAKURA

SUGINOKI

SUGINOKI

LIST OF TREES FOR B291

NO TREE SCIENTIFIC NAME H W D

LIST OF TREES FOR B123, B125, B127, B129

NO TREE SCIENTIFIC NAME H W D

9.00 6.00 0.3026 MATUNOKI

8.00 6.00 0.6027 SAKURA

0.4528 MATUNOKI

10.00 5.00 0.4029

0.4030

MATUNOKI

MATUNOKI

10.00 5.00

10.00 5.00

LIST OF TREES FOR B123, B125, B127, B129

NO TREE SCIENTIFIC NAME H W D

8.00 5.00 0.80SAKURA

8.00 4.00 0.3027 SAKURA

0.3528 SAKURA

9.00 6.00 0.4029

0.6030

SAKURA

SAKURA

9.00 5.00

9.00 7.00

C

IV

IL

E

XI

ST

IN

G

C O

N D

IT

IO

N S

PL

AN

B1

, B

5, B

7, B

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

CIVIL EXISTING CONDITIONS PLAN - B123, B125, B127, B129

GRAPHIC SCALE:

SCALE: 1:300

SCALE: 1:300

0 5 15m10

N O

R

TH

RRRRRRRR

STA M3

"+" CUT

ELEV = 46.507

STA M4

"+" CUT

ELEV = 45.560

CONTROL POINTS SUMMARY TABLE

(BASED ON JGD 2011 ZONE 10 DATUM)

COORDINATES

N E

ELEVATIONNo.

M3

M4

76672.029 44426.309

76743.896 44431.713

46.507

45.560

IL

E

XI

ST

IN

G

C O

N D

IT

IO

N S

PL

AN

B2

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

GRAPHIC SCALE:

SCALE: 1:300

0 5 15m10

N O

R

TH

RRRRRRRR

CIVIL EXISTING CONDITIONS PLAN - B291

SCALE: 1:300

STA M1

"+" CUT

ELEV = 39.278 STA M2

"+" CUT

ELEV = 38.827

STA MB4-2

"+" CUT

ELEV = 35.792

STA MB4-1

"+" CUT

ELEV = 34.253

CONTROL POINTS SUMMARY TABLE

(BASED ON JGD 2011 ZONE 10 DATUM)

COORDINATES

N E

ELEVATIONNo.

MB4-1

MB4-2

76303.889 44241.196

76404.181 44209.001

34.253

35.792

M1

M2

76353.996 44303.712

76391.410 44305.655

39.278

38.827

IL

D

EM

O

LI

TI

O N

P

LA

N

B1

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

CIVIL DEMOLITION PLAN - B123

GRAPHIC SCALE:

SCALE: 1:100 SCALE: 1:100

0 5m2.5

N O

R

TH

RRRRRRRR

EXST SMH 123-1

TOP = 46.68

INV IN = 45.99 (S100)

INV OUT = 45.93 (S200)

EXST SMH 123-2

TOP = 46.68

INV IN = 45.84 (S200)

INV IN = 45.44 (S100)

INV OUT = 45.41 (S200)

LP

DMH

DI

DIIDDIID

EXST TREE, TYP,

SEE SHEET C-002

TBOX

TVBOX

EBOX

83446

REMOVE APPROX

0.647M OF 100mm

SEWER LINELINE

REMOVE EXST CLEANOUT

TOP = 46.70

INV = 46.01

REMOVE APPROX 0.824M

OF 100mm SEWER LINE

REMOVE EXST CLEANOUT

TOP = 46.71

INV = 45.96

EXST PERCOLATION BASIN

S 2

S 2

SSSS

100 100 100000

SSSS

1000 100 10000

D 300000

EXST

TERRACE

EXST TERRACE

EXST FENCE, TYP

EXST ROOF

OVERHANG

NOTE:

CONTRACTOR MUST UNCOVER EXISTING UTILITY LINES AND

CONNECTION POINTS BEFORE STARTING UTILITY LINE WORK.

CONTACT 35 CES CONSTRUCTION MANAGER VIA THE CONTRACTING

OFFICER TO CONFIRM UTILITY LINE LAYOUTS AND CONNECTIONS.

REMOVE EXST PORCH AND

STAIRS, SEE ARCH DWGS

REMOVE APPROX 11.5 SM

OF EXST CONC WALKWAY

REMOVE APPROX 6.6 M OF

EXST CONC CURB, CONC

GUTTER TO REMAIN

EXST ROOF

LINE FOR CAR

PORT, TYP

wv wvww

46466644

REMOVE APPROX 2 SM

OF EXST CONC SIDEWALK

LP

REMOVE EXST TREE

EXST STORAGE ROOMS

EXST TRASH ENCLOSURE

REMOVE APPROX 1.2 M OF

EXST CONC CURB AND GUTTER

REMOVE APPROX 30 SM OF

EXST AC PAVEMENT

IL

D

EM

O

LI

TI

O N

P

LA

N

B1

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

CIVIL DEMOLITION PLAN - B125

GRAPHIC SCALE:

SCALE: 1:100 SCALE: 1:100

0 5m2.5

N O

R

TH

RRRRRRRR

EXST SMH 125-2

TOP = 45.06

INV IN = 42.55 (S200)

INV IN = 42.58 (S100)

INV OUT = 42.54 (S200)

EXST SMH 125-1

TOP = 44.93

INV IN = 42.59 (S200)

INV IN = 42.60 (S100)

INV OUT = 42.58 (S200)

LP

DMH

DI

DIIDDIID

DMH

DI

wv wv

DI

TBOX

TVBOXBOT

EBOX

EBOXXEB

83446 125

REMOVE

APPROX 7.581M

OF 100mm

SEWER LINE

REMOVE EXST

CLEANOUT

TOP = 45.45

INV = 44.66

REMOVE APPROX

6.199M OF 100mm

SEWER LINE

REMOVE EXST

CLEANOUT

TOP = 45.44

INV = 44.65 EXST PERCOLATION BASIN

DECONSTRUCT FENCE TO

NEAREST POST OR GATE

FOR ACCESS AND SET ASIDE

FOR REUSE. REASSEMBLE

WHEN COMPLETE, TYP OF 2

S

S

SSSS 1

000001

SSS 1

0000001

S

D

D 2 00000

D

3000 DD

300303

EXST FENCE, TYP

EXST TERRACE

EXST

TERRACE

EXST ROOF

OVERHANG

NOTE:

REMOVE EXST PORCH AND

STAIRS, SEE ARCH DWGS

REMOVE APPROX 18.0 SMRE

OF EXST CONC WALKWAY

EXST ROOF LINE

FOR CAR PORT, TYP

D

D

REMOVE APPROX 1 M OF

CONC CURB AND GUTTER

REMOVE APPROX 23 SM

OF AC PAVEMENT

REMOVE APPROX 1 M OF

CONC CURB AND GUTTER

REMOVE APPROX 2 SM

OF CONC SIDEWALK

D 3

DMH

DI

DI

EBOX

DI

D 2

D 2 000000

EXST TREE, TYP,

SEE SHEET C-002

EXST STORAGE ROOMS

EXST TRASH ENCLOSURE

CONTRACTOR MUST UNCOVER EXISTING

UTILITY LINES AND CONNECTION POINTS

BEFORE STARTING UTILITY LINE WORK.

CONTACT 35 CES CONSTRUCTION

MANAGER VIA THE CONTRACTING

OFFICER TO CONFIRM UTILITY LINE

LAYOUTS AND CONNECTIONS.

IL

D

EM

O

LI

TI

O N

P

LA

N

B1

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

CIVIL DEMOLITION PLAN - B127

SCALE: 1:100

N O

R

TH

RRRRRRRR

4544544

TBOXOXT TVBOXOXTV

EBOX

WV

WV

DI

DMH

LP

DI

DI

EBOXBO

DI

DMH

TMH

REMOVE APPROX 0.979M

OF 100mm SEWER LINE

REMOVE EXST

CLEANOUT

TOP = 44.99

INV = 44.20

EXST PERCOLATION BASIN

REMOVE EXST

CLEANOUT

TOP = 44.99

INV = 44.20

S

SS

SS

SSS 10

0000000001

SSSS 10

0000001

REMOVE APPROX

0.915M OF 100mm

SEWER LINE

1010101111

D 20000

DDD 2

0022020

D

EXST SMH 127-2

TOP = 44.98

INV IN = 42.95 (S200)

INV IN = 42.94 (S100)

INV OUT= 42.94 (S200)

EXST SMH S127-1

TOP = 44.97

INV IN = 43.14 (S200)

INV OUT= 43.10 S(200)

834478

EXST TERRACE

EXST

TERRACE

EXST FENCE, TYP

EXST ROOF

OVERHANG

GRAPHIC SCALE:

SCALE: 1:100

0 5m2.5

NOTE:

REMOVE EXST PORCH AND

STAIRS, SEE ARCH DWGS

REMOVE APPROX 17.2 SM

OF EXST CONC WALKWAY

EXST ROOF LINE

FOR CAR PORT, TYP

EXST TREE, TYP,

SEE SHEET C-002

REMOVE EXST TREE

EXST STORAGE ROOMS

EXST TRASH ENCLOSURE

CONTRACTOR MUST UNCOVER EXISTING UTILITY LINES AND

CONNECTION POINTS BEFORE STARTING UTILITY LINE WORK.

CONTACT 35 CES CONSTRUCTION MANAGER VIA THE CONTRACTING

OFFICER TO CONFIRM UTILITY LINE LAYOUTS AND CONNECTIONS.

IL

D

EM

O

LI

TI

O N

P

LA

N

B1

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

CIVIL DEMOLITION PLAN - B129

SCALE: 1:100

N O

R

TH

RRRRRRRR

4544544

834488

DMH

LP

DI

DI

WVV

TBOXTBO

TVBOXVB

EBOXB

EBOX

DI

DMH

REMOVE APPROX 0.850M

OF 100mm SEWER LINE

REMOVE EXST

CLEANOUT

TOP = 45.36

INV = 44.63

EXST PERCOLATION BASINS

REMOVE EXST

CLEANOUT

TOP = 45.35

INV = 44.63

REMOVE APPROX 0.695M

OF 100mm SEWER LINE

SS 200

S 2000

SSS

10000100000

SSSSS

100001100000000000000000000000000000000000000

D 20000

DD 2

0022020

D

EXST SMH 129-2

TOP = 45.28

INV IN = 43.67 (S100)

INV IN = 44.45 (S200)

INV OUT= 43.63 (S200)

EXST SMH 129-1

TOP = 45.30

INV IN = 44.56 (S100)

INV OUT= 44.55 (S200)

EXST FENCE, TYP

EXST TERRACE

EXST TERRACE

EXST ROOF OVERHANG

WV

GRAPHIC SCALE:

SCALE: 1:100

0 5m2.5

NOTE:

REMOVE EXST PORCH AND STAIRS,

SEE ARCH DWGS

REMOVE APPROX 17.2 SM

OF EXST CONC WALKWAY

EXST ROOF LINE

FOR CAR PORT, TYP

EXST TREE, TYP,

SEE SHEET C-002

REMOVE EXST TREEE

REMOVE EXST FIRE HYDRANT TO HYDRANT

ELBOW BELOW EXST GROUND AND PROVIDE

150mm BLIND FLANGE. SET ASIDE EXST FIRE

HYDRANT AND HYDRANT ELBOW FOR REUSE.

FH

WV SIGNPOSTPO

DI

DI

DI

DMH

EXST WATER LINE

WW

W

EXST STORAGE ROOMS

EXST TRASH ENCLOSURE

CONTRACTOR MUST UNCOVER EXISTING UTILITY LINES AND

CONNECTION POINTS BEFORE STARTING UTILITY LINE WORK.

CONTACT 35 CES CONSTRUCTION MANAGER VIA THE CONTRACTING

OFFICER TO CONFIRM UTILITY LINE LAYOUTS AND CONNECTIONS.

IL

D

EM

O

LI

TI

O N

P

LA

N

B2

PR

O

JE

C

T Q

K K

A

-4

R

EP

A

IR

J

N C

O H

O M

ES

, M

FH

, 1

, 1

, 1

, 2

M

IS

A

W A

, J A

PA

N

U .S

. A

IR

F O

R C

E M

IS

A

W A

A

IR

B A

SE

, J

A

C

IV

IL

E

N G

IN

EE

R S

Q U

A D

R O

N

H D

R E

N G

IN

EE

R

IN

G , I

N C

B

IS

H

O P

ST

R

EE

T, S U

IT

E

0, H O

N O

LU

LU

, H A

W A

II

GRAPHIC SCALE:

SCALE: 1:100

0 2.5 5m

N O

R

TH

CIVIL DEMOLITION PLAN - B291

SCALE: 1:100

EXST SMH 291-1

TOP = 37.54

INV IN = 36.51 (S100)

INV OUT= 36.49 (S200)

EXST SMH 291-2

TOP = 37.52

INV IN = 34.95 (S100)

INV OUT= 34.76 (S200)

TMH

SMH

WV

WV

WV

38 SMH

WV

VENT

VENT

EXST TREE, TYP,

SEE SHEET C-002

REMOVE APPROX 2.834M

OF 100mm SEWER LINE

REMOVE EXST CLEANOUT

TOP = 37.58

INV = 36.81

REMOVE APPROX 2.760M

OF 100mm SEWER LINE

REMOVE EXST

CLEANOUT

TOP = 37.53

INV = 36.80

EXST PERCOLATION BASIN

EXST HOT

WATER VAULT

S 2

S

S 200

S

S

S 10 0 S 10

S

S

S

D 600

DECONSTRUCT FENCE TO NEAREST POST OR

GATE FOR ACCESS AND SET ASIDE FOR REUSE.

REASSEMBLE WHEN COMPLETE, TYP OF 2

IN = 36.41 (VP200)

IN = 34.79 (CP200)

IN = 36.38 (VP200)

IN = 34.83 (CP200)

EXST TERRACE

EXST

TERRACE

EXST FENCE, TYP

EXST ROOF

OVERHANG

REMOVE APPROX 7.0 SM

OF EXST CONC WALKWAY

R…