DRAFT RTA Drawings_22B0009_ADR Yokota.pdf

PDF 37 MB Posted Jun 14, 2022

Attached to: FY 22 Airfield Damage Repair Equipment Storage Facility
Solicitation number: W912HV22B0009
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides a presolicitation notice for a construction project. The U.S. Army Corps of Engineers, Japan District will issue an Invitation for Bids for the design and construction of an Airfield Damage Repair material and equipment storage facility at Yokota Air Base in Japan. The project scope involves constructing a structural steel facility with metal siding and standing seam metal roofing to accommodate storing new airfield damage repair assets. The estimated value is between 2.5 and 10 billion Japanese yen. A pre-bid conference call is scheduled for July 25, 2022 and bids are due in early July 2022 as identified in the solicitation. Only companies authorized to operate and conduct construction business in Japan will be considered for this local set-aside project.

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No. FP 001359

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No. FP 001359

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No. 11208-S

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US Army Corps of Engineers

Japan District

SHEET ID

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US Army Corps of Engineers ®

JAPAN ENGINEERING DISTRICT

YOKOTA AIR BASE (YAB), JAPAN

SOLICITATION NO.:

AIRFIELD DAMAGE REPAIR (ADR) EQUIPMENT STORAGE FACILITY

FY24 ZNRE 1076468 APSI (ZNRE 203002 LEGACY)

CONTRACT NO.:

ISSUE DATE:

VOLUME:

W912HV-17-D-0005

26 OCTOBER 2021

G70-GUSHIKEN A-E JV

111 S. KING ST., SUITE 170

HONOLULU, HI 96813

ARCHITECTURE

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

CHARLES KANESHIRO, AIA

CIVIL ENGINEERING

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

SATOSHI MIYARA, P.E.

STRUCTURAL ENGINEERING

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

BRIAN MURDOCK, P.E.

MECHANICAL ENGINEERING/PLUMBING

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

BARRY JIM ON, P.E.

ELECTRICAL ENGINEERING/TELECOM

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

GARRET MASUDA, P.E.

FIRE PROTECTION ENGINEERING

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION

BARRY JIM ON, FPE

DRAFT

1 2 3 4 5

US Army Corps of Engineers

Japan District

SHEET ID

Y O

K O

T A

B A

S E

J A

P A

N U

.S A

R M

Y E

N G

E R

T R

J A

P A

C O

R P

S O

F E

N G

E R

A P

O A

-5

G R

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N T

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N A

L D

B A

S T

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N O

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D E

N E

D B

D W

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B M

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B Y

P L

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S C

A L

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A M

D R

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C O

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A T

C K

D B

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A L D

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GENERAL

SHEET NO SHEET TITLE REV STATUS

G-000 COVER SHEET

G-001 INDEX OF DRAWINGS

G-002 GENERAL NOTES, ABBREVIATIONS

G-003 VICINITY PLAN, LOCATION PLAN, TEMPORARY BARRICADE DETAILS

GC100 OVERALL SITE PLAN, HAUL ROUTE PLAN

GC101 BUILDING ENVELOPE COMPOSITION

GI001 LIFE SAFETY PLAN NOTES

GI100 LIFE SAFETY SITE PLAN

1GI101 LIFE SAFETY FLOOR PLAN

2GI101 LIFE SAFETY FLOOR PLAN

ARCHITECTURE

SHEET NO SHEET NAME REV STATUS

AS100 DETAIL SITE PLAN

1A-100 FIRST FLOOR PLAN

1A-101 ROOF PLAN

1A-102 FIRST FLOOR REFLECTED CEILING PLAN

1A-110 FIRST FLOOR DETAIL PLAN

1A-111 FIRST FLOOR DETAIL PLAN

1A-112 FIRST FLOOR DETAIL PLAN

1A-113 DETAIL ROOF PLAN

1A-200 EXTERIOR ELEVATIONS AND PAINT SCHEDULE

1A-300 BUILDING SECTIONS

1A-400 DETAILED FLOOR PLANS

1A-410 INTERIOR ELEVATIONS

1A-411 INTERIOR ELEVATIONS

1A-420 WALL SECTIONS

1A-421 WALL SECTIONS

1A-422 WALL SECTIONS

1A-423 WALL SECTIONS

2A-101 FIRE PUMP BUILDING AND FIRE WATER TANK PLANS AND ELEVATIONS

2A-301 FIRE PUMP BUILDING AND FIRE WATER TANK SECTIONS, WALL

SECTIONS, AND DETAILS

2A-401 INTERIOR ELEVATIONS, LADDER DETAILS

A-500 WALL DETAILS

A-510 ROOF DETAILS

A-520 EXTERIOR DETAILS

A-530 EXTERIOR DETAILS

A-600 DOOR SCHEDULE, DOOR AND LOUVER TYPES, AND DOOR DETAILS

A-700 SIGNAGE SCHEDULE AND TYPES, LOUVER DETAILS, AND DETAILS,

MISCELLANEOUS DETAILS

A-701 MISCELLANEOUS DETAILS

CIVIL

SHEET NO SHEET TITLE REV STATUS

V-101 KEY PLAN, CONTROL POINTS SUMMARY TABLE AND LEGEND

V-102 EXISTING TOPOGRAPHICAL SURVEY-1

V-103 EXISTING TOPOGRAPHICAL SURVEY-2

V-104 EXISTING TOPOGRAPHICAL SURVEY-3

V-105 EXISTING TOPOGRAPHICAL SURVEY-4

V-106 EXISTING TOPOGRAPHICAL SURVEY-5

V-107 EXISTING TOPOGRAPHICAL SURVEY-6

V-108 EXISTING TOPOGRAPHICAL SURVEY-7

B-101 BORING LOCATION PLAN AND SOIL BORING DATA-1

B-102 SOIL BORING DATA-2

B-103 SOIL PROFILES

C-001 GENERAL NOTES, GRADING, CLEARING AND GRUBBING, AND

DEMOLITION NOTES, PUBLIC SAFETY AND CONVENIENCE NOTES,

EROSION AND SEDIMENTATION CONTROL NOTES

C-002 ABBREVIATION AND LEGEND

CD101 REMOVAL PLAN

CD102 REMOVAL DETAILS AND TEMPORARY DETAILS

C-100 EROSION CONTROL PLAN

C-101 SITE PLAN

CG101 GRADING PLAN

CG102 DRAINAGE PLAN

CG103 SUB-DRAINAGE PLAN

CP101 ROAD PLAN

CU101 UTILITIES PLAN

C-201 DRAINAGE LINE PROFILE-1 AND 2

C-202 WATER LINE PROFILE

C-203 FIRE WATER LINE PROFILE-1

C-204 FIRE WATER LINE PROFILE-2, 3 AND 4

C-301 SECTIONS-1

C-302 SECTIONS-2

C-303 SECTIONS-3

C-304 SECTIONS-4

C-501 MISCELLANEOUS DETAILS-1

C-502 MISCELLANEOUS DETAILS-2

C-503 MISCELLANEOUS DETAILS-3

C-504 MISCELLANEOUS DETAILS-4

C-505 MISCELLANEOUS DETAILS-5

C-506 MISCELLANEOUS DETAILS-6

C-507 MISCELLANEOUS DETAILS-7

STRUCTURAL

SHEET NO SHEET TITLE REV STATUS

S-001 GENERAL NOTES

S-002 GENERAL NOTES

1S-101 EQUIPMENT STORAGE FACILITY - FOUNDATION PLAN

1S-102 EQUIPMENT STORAGE FACILITY - INTERMEDIATE FRAMING PLAN

1S-103 EQUIPMENT STORAGE FACILITY - ROOF FRAMING PLAN

1S-104 EQUIPMENT STORAGE FACILITY - ENLARGED FOUNDATION PLAN

1S-105 EQUIPMENT STORAGE FACILITY - ENLARGED FOUNDATION PLAN

1S-106 EQUIPMENT STORAGE FACILITY - ENLARGED INTERMEDIATE FRAMING

PLAN

1S-107 EQUIPMENT STORAGE FACILITY - ENLARGED INTERMEDIATE FRAMING

PLAN

1S-108 EQUIPMENT STORAGE FACILITY - ENLARGED ROOF FRAMING PLAN

1S-109 EQUIPMENT STORAGE FACILITY - ENLARGED ROOF FRAMING PLAN

1S-201 EQUIPMENT STORAGE FACILITY - STRUCTURAL ELEVATIONS

1S-202 EQUIPMENT STORAGE FACILITY - STRUCTURAL ELEVATIONS

1S-301 EQUIPMENT STORAGE FACILITY - BUILDING SECTIONS

1S-501 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

1S-502 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

1S-503 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

1S-504 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

1S-505 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

1S-506 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

1S-507 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

1S-508 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

1S-509 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

1S-510 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

1S-511 EQUIPMENT STORAGE FACILITY - SECTIONS AND DETAILS

2S-101 FIRE WATER STORAGE TANK - FRAMING PLANS

2S-301 FIRE WATER STORAGE TANK - BUILDING SECTIONS

2S-501 FIRE WATER STORAGE TANK - SECTIONS AND DETAILS

2S-502 FIRE WATER STORAGE TANK - SECTIONS AND DETAILS

2S-503 FIRE WATER STORAGE TANK - TYPICAL DETAILS

S-601 TYPICAL DETAILS

S-602 TYPICAL DETAILS - SLAB-ON-GRADE

S-603 TYPICAL DETAILS - FOUNDATION

S-604 TYPICAL DETAILS - CONCRETE WALL

S-605 TYPICAL DETAILS - CONCRETE SLAB

S-606 TYPICAL DETAILS - STRUCTURAL STEEL

S-607 TYPICAL DETAILS - LIGHT GAGE

FIRE PROTECTION

SHEET NO SHEET TITLE REV STATUS

1FS001 FIRE SPRINKLER GENERAL NOTES AND LEGEND

1FS100 FIRE PROTECTION SITE PLAN

1FS101 FIRE SPRINKLER FIRST FLOOR PLAN A

1FS102 FIRE SPRINKLER FIRST FLOOR PLAN B

1FS103 FIRE SPRINKLER FIRST FLOOR PLAN C

1FS104 ENLARGED FIRE RISER ROOMS

1FS501 FIRE SPRINKLER DETAILS

1FS502 FIRE SPRINKLER DETAILS

1FS503 FIRE SPRINKLER DETAILS

1FS504 FIRE SPRINKLER NITROGEN GENERATOR DETAILS

1FA001 FIRE ALARM GENERAL NOTES AND LEGENDS

1FA101 FIRE ALARM FIRST FLOOR PLAN A

1FA102 FIRE ALARM FIRST FLOOR PLAN B

1FA103 FIRE ALARM FIRST FLOOR PLAN C

1FA601 FIRE ALARM SEQUENCE OF OPERATIONS MATRIX

1FA602 FIRE ALARM ONE LINE DIAGRAM

2FS001 FIRE SPRINKLER GENERAL NOTES AND LEGEND

2FS101 FIRE SPRINKLER FIRE PUMP BUILDING PLAN

2FS102 FIRE PUMP FLOOR PLAN

2FS103 FIRE WATER TANK PLAN

2FS501 FIRE PUMP DETAILS

2FS502 FIRE PUMP DETAILS

2FS503 FIRE WATER TANK DETAILS

2FS601 FIRE PUMP ISOMETRIC PLANS

2FA001 FIRE ALARM GENERAL NOTES AND LEGENDS

2FA101 FIRE ALARM FIRE PUMP BUILDING PLAN

2FA501 FIRE ALARM SEQUENCE OF OPERATIONS MATRIX

2FA601 FIRE ALARM ONE LINE DIAGRAM

PLUMBING

SHEET NO SHEET TITLE REV STATUS

P-001 PLUMBING GENERAL NOTES, LEGEND AND EQUIPMENT SCHEDULES

2P-101 PLUMBING OVERALL FIRE PUMP HOUSE PLAN

2P-401 ENLARGED PLUMBING FIRE PUMP HOUSE PLAN

2P-301 PLUMBING SECTIONS

P-501 PLUMBING DETAILS AND SCHEMATICS DIAGRAM

MECHANICAL

SHEET NO SHEET TITLE REV STATUS

M-001 MECHANICAL GENERAL NOTES AND LEGEND

1M-101 MECHANICAL OVERALL STORAGE FACILITY PLAN

1M-301 MECHANICAL SECTIONS

1M-401 ENLARGED MECHANICAL PARTIAL FLOOR PLAN

1M-402 ENLARGED MECHANICAL PARTIAL FLOOR PLAN

1M-403 ENLARGED MECHANICAL PARTIAL FLOOR PLAN

2M-101 MECHANICAL OVERALL FIRE PUMP HOUSE PLAN

2M-401 ENLARGED UTILITY ROOM FLOOR PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL SCHEMATICS, CONTROL DIAGRAMS AND POINTS LIST

M-601 MECHANICAL EQUIPMENT SCHEDULES

ELECTRICAL

SHEET NO SHEET TITLE REV STATUS

E-001 ELECTRICAL GENERAL NOTES

E-002 ELECTRICAL LEGEND

ES100 OVERALL ELECTRICAL SITE PLAN

ESD101 POWER SITE DEMOLITION PLAN

ES101 POWER SITE PLAN - NEW

ES501 ELECTRICAL DETAILS

ES502 ELECTRICAL DETAILS

ES503 ELECTRICAL SITE DETAILS

1E-101 FIRST FLOOR POWER PLAN

1E-102 FIRST FLOOR LIGHTING PLAN

1E-103 LIGHTNING PROTECTION PLAN

1E-104 FIRST FLOOR MECHANICAL PLAN

1E-401 UTILITY ROOM DETAIL PLANS

2E-101 FIRE TANK BUILDING GROUND FLOOR POWER PLAN, GROUND FLOOR

LIGHTING PLAN

2E-102 LIGHTNING PROTECTION PLAN

E-501 DETAILS

E-502 ELECTRICAL DETAILS

E-601 ONE-LINE DIAGRAM

E-701 PANEL SCHEDULES

E-702 PANEL SCHEDULES

E-703 LIGHT FIXTURE AND MECHANICAL EQUIPMENT SCHEDULE

TELECOMMUNICATIONS

SHEET NO SHEET TITLE REV STATUS

T-001 TELECOMMUNICATION GENERAL NOTES AND LEGEND

TS100 OVERALL TELECOMMUNICATION SITE PLAN

TSD101 TELECOMMUNICATION ENALRGED DEMOLITION SITE PLAN

TS101 TELECOMMUNICATIONS ENLARGED SITE PLAN

TS501 TELECOMMUNICATIONS DETAILS

TS502 TELECOMMUNICATIONS DETAILS

1T-101 FIRST FLOOR TELECOMMUNICATIONS PLAN

2T-101 FIRE TANK BUILDING GROUND FLOOR TELECOMMUNICATIONS PLAN

T-501 DETAILS

T-601 RISER DIAGRAM

DRAWING ABBREVIATIONS

GENERAL NOTES

SHEET NUMBERING AND ANNOTATIONS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

T - TELECOM

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

BUILDING SUMMARY

SYM --------------------

& AND

∠ ANGLE

@ AT

℄ CENTER LINE

⌀ DIAMETER

± PLUS-MINUS SIGN

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM, AL ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BLVD BOULEVARD

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER

BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR

NSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH CHAPTER

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR CLEAR

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE, CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING(S)

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ELEV ELEVATION

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXP EXPANSION

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FFE FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STEEL

FPA FALL PROTECTION ANCHOR

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

H HEIGHT

HB HOSE BIBB

HD HEAVY DUTY

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HP HEAT PUMP

HT HEIGHT

HVLS HIGH-VOLUME LOW-SPEED

HW HARDWARE

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

ISO INTERNATIONAL ORGANIZATION

FOR STANDARDIZATION

J ---------------------

JAN JANITOR

JIS JAPAN INDUSTRIAL STANDARDS

JT JOINT

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

M METER(S)

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MOISTURE CONTENT

MD MEDIUM DUTY

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MET METAL

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MIN MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MM, mm MILIMETER(S)

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NR NON FIRE RATED

NRC NOISE REDUCTION

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

REV REVERSE

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RSI R-VALUE STANDARDS

INTERNATIONAL

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM NAME

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

LEVEL NAME

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

PLAN NORTH

A101

SIM

A101

1 Ref

R e f

1Ref

R e f

Name

Elevation

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT SHEET

SHT MTL SHEET METAL

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SL SLOPE

SLNT SEALANT

SM SQUARE METER(S)

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRL STRUCTURAL

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

U --------------------

UL UNDERWRITER'S LABORATORY

UL UNLIMITED

UFC UNIFIED FACILITIES CRITERIA

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

V --------------------

VLFD VERTICAL LIFT FABRIC DOOR

X --------------------

XFMR TRANSFORMER

XHD EXTRA HEAVY DUTY

SHEET NUMBER WITHIN SERIES

A101

ROOM NUMBER

Room name

PROJECT DESCRIPTION

WORK WILL CONSIST OF THE CONSTRUCTION OF A NEW AIRFIELD DAMAGE REPAIR (ADR)

EQUIPMENT STORAGE FACILITY, FIRE PUMP BUILDING AND FIRE WATER TANK, AND

PAVING. ENGINEERING DISCIPLINES INVOLVE CIVIL, ARCHITECTURAL, STRUCTURAL,

MECHANICAL, ELECTRICAL, LIGHTING, TELECOMMUNICATIONS, AND FIRE AND LIFE

SAFETY.

GENERAL

PROJECT LOCATION: YOKOTA AIR BASE (YAB)

PROJECT ADDRESS: YOKOTA AIR BASE, FUSSA, JAPAN

PROJECT NAME: AIRFIELD DAMAGE REPAIR (ADR) EQUIPMENT STORAGE FACILITY

OCCUPATION AND CONSTRUCTION SUMMARY

OCCUPANCY IBC OCCUPANCY NFPA 101 OCCUPANCY

STORAGE S-1 (MODERATE HAZARD STOR) NEW STORAGE (CH 6)

FIRE PUMP & WATER TANK U (UTILITY) UTILITY (CH 6)

OCCUPANCY SEPARATION

NONE REQUIRED

CONSTRUCTION

IBC (2018) CH 6 NEW STORAGE FACILITY

TYPE V-A SPRINKLERED (ALLOWABLE)

TYPE II-B SPRINKLERED (PROVIDED)

NEW FIRE PUMP BUILDING AND FIRE WATER TANK

TYPE V-B NON SPRINKLERED (ALLOWABLE)

TYPE II-B SPRINKLERED (PROVIDED)

AREA PROVISIONS

IBC (2018) TABLE BASED ON TYPE II-B OCCUPANCY PROVISIONS

506.2 UNLIMITED (UL) / FLOOR AREA FACTOR = 9,662 SM PER

TABLE 506.2

6,489 SM (69,847 SF) TOTAL PROVIDED AS FOLLOWS:

ADR STORAGE FACILITY

GROUND FLOOR: 6,124 SM (65,918 SF) < UL

FIRE PUMP BUILDING AND FIRE WATER TANK

GROUND FLOOR: 365 SM (3,929 SF) < UL

NOTE: ADDITIONAL INCREASES FOR FRONTAGE NEED NOT BE

CONSIDERED SINCE THE ACTUAL FLOOR AREA IS LESS THAN

THE ALLOWABE AREA.

HEIGHT PROVISIONS

IBC (2018) TABLES BASED ON S-1 OCCUPANCY PROVISIONS

504.3 & 504.4 22.86 M (75 FT) / 4 STORIES (UNMODIFIED ALLOWABLE)

ACTUAL HEIGHT PROVIDED AS FOLLOWS:

ADR STORAGE FACILITY

9.372 M (30.75 FT) / 1 STORY (UNMODIFIED)

FIRE PUMP BUILDING AND FIRE WATER TANK

4.197 M (13.77 FT) / 1 STORY (UNMODIFIED)

FIRE RESISTANCE RATING REQUIRMENTS FOR BUILDING ELEMENTS (IBC TABLE 601)

BUILDING ELEMENT

TYPE II-B CONSTRUCTION MIN REQUIRED PROVIDED

STRUCTURAL FRAME 0 0

BEARING WALLS, INTERIOR 0 0

BEARING WALLS, EXTERIOR 0 0

NON-BEARING WALLS, EXTERIOR 0 0

NON-BEARING WALLS, INTERIOR 0 0

FLOOR CONSTRUCTION 0 0

ROOF CONSTRUCTION 0 0

EXTERIOR WALL FIRE RATING & SEPARATION DISTANCES & OPENING PROTECTION

FIRE SEPARATION DISTANCE MIN RATING (HRS) OPENING PROTECTION

IBC TABLE 602 IBC TABLE 705.8

< 1.5 M (5 FT) 1 -

> 1.5 M (5 FT) TO < 3 M (10 FT) 1 -

> 3 M (10 FT) TO < 9 M (30 FT) 1 NO LIMIT FOR UP

S FROM 6 M (20 FT) TO

< 9 M (30 FT)

> 9 M (30 FT) 0 0

NOTE: GREATER THAN 9 M (30 FT) SEPARATION DISTANCE PROVIDED AROUND ALL SIDES

OF THE NEW ADR STORAGE FACILITY. NO RATING OR OPENING PROTECTION REQUIRED.

FIRE BARRIERS

ONE-HOUR FIRE BARRIERS WILL BE REQUIRED TO SEPARATE INCIDENTAL USE AREAS

(IBC TABLE 509). FIRE SEPARATION WILL BE PROVIDED FOR FIRE RISER ROOMS AND FIRE

PUMP ROOMS.

SMOKE PARITIONS / SMOKE BARRIERS

NONE REQUIRED

AREA OF REFUGE

NONE REQUIRED

1. THE WORK CONSISTS OF CONSTRUCTION OF A NEW EQUIPMENT STORAGE FACILITY, INCLUDING FIRE WATER STORAGE TANK, PAVING, AND RELATED UTILITIES. ALL DRAWINGS SHOW NEW CONSTRUCTION UNLESS NOTED AS EXISTING CONSTRUCTION. WORK IS NOT INTENDED TO BE PHASED AND SHALL BE

COMPLETED IN A CONTINUOUS SEQUENCE FROM START TO FINISH.

2. VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE AND IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES BEFORE STARTING THE WORK. COMMENCEMENT OF

WORK SIGNIFIES ACCEPATANCE AND UNDERSTANDING OF EXISTING CONDITIONS.

3. IF AN EXISTING UNFORESEEN OR HIDDEN CONDITION IS EXPOSED THAT CONFLICTS WITH THE DRAWINGS AND/OR SPECIFICATIONS, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF THE

CONDITION. FOLLOW-ON PROCEDURES SHALL BE DETERMINED BY THE CONTRACTING OFFICER.

4. PROTECT EXISTING CONSTRUCTION AND/OR VEGETATION TO REMAIN AND REPAIR OR RESTORE ANY

DAMAGE CAUSED BY CONTRACTOR WORKMANSHIP. CONTRACTING OFFICER SHALL DETERMINE

SUFFICIENCY OF REPAIR OR RESTORATION WORK.

5. MINIMIZE DISRUPTIONS TO EXISTING ONGOING OPERATIONS IN THE VICINITY DURING CONSTRUCTION.

COORDINATE ANY WORK THAT WILL DISRUPT ONGOING OPERATIONS WITH THE CONTRACTING OFFICER

PRIOR TO STARTING THE WORK.

6. CONFINE ALL OPERATIONS TO AREAS SPECIFICALLY AUTHORIZED BY THE GOVERNMENT PER THE INTENDED WORK. REFER TO THE PROJECT SITE BOUNDARIES SHOWN ON THE OVERALL SITE PLAN ON

SHEET G-100.

7. VERIFY SIZES AND DIMENSIONS OF ALL EQUIPMENT AND MATERIALS PRIOR TO INSTALLATION. ENSURE FITTING AND OPERATIONAL CLEARANCES ARE WITHIN ACCEPTABLE INDUSTRY AND/OR MANUFACTURER'S

TOLERANCES.

8. CLEAN ALL WORK AREAS ON A DAILY BASIS AND KEEP IMMEDIATE AND ADJACENT AREAS FREE FROM

THE ACCUMULATION OF CONSTRUCTION WASTE, DUST, AND DEBRIS.

9. DIMENSIONING CRITERIA:

A. ALL DIMENSIONS ARE IN MILIMETERS UNLESS OTHERWISE NOTED.

B. STRUCTURAL WALLS, COLUMNS, AND SLABS ARE GENERALLY ALIGNED TO GRID LINES AND DIMEN-

SIONED TO FACE OR CENTER LINE OF STRUCTURE.

C. STUDS (IF PRESENT) ARE DIMENSIONED TO FACE-OF-FINISH OR CENTER LINE OF PARTITION.

D. FURRED PARTITIONS (IF PRESENT) ARE DIMENSIONED TO FACE-OF-FINISH.

E. DIMENSIONS NOTED AS "CLEAR" OR "CLR" ARE CRITICAL MINIMUM DIMENSIONS FROM FACE-OF-

FINISH TO FACE-OF-FINISH.

BUILDING SUMMARY (CONT)

INTERIOR FINISHES

NEW INTERIOR FINISHES AND INSULATION SHALL COMPLY WITH NFPA 101 AND UFC 3-600-01.

BUILDING ELEMENTS LOCATIONS REQUIREMENTS

WALLS & CEILINGS FIRE RISER RM, CLASS A

FIRE PUMP RM,

ELEC RM, UTIL RM

INTERIOR FLOORS FIRE RISER RM, NOT LESS THAN CLASS II

FIRE PUMP RM,

ELEC RM, UTIL RM

INSULATION EXPOSED FLAME SPREAD INDEX 75 OR LESS

SMOKE DEVELOPMENT 150 OR LESS

MEANS OF EGRESS

REFER TO LIFE SAFETY SHEETS 1G-101 THROUGH 2G-101.

NOTE: NOT ALL ABBREVIATIONS USED

X/X

SIGN NUMBER

SIGN MOUNTING TYPE

SIGN TYPE

000-0 DOOR TAG

WINDOW/LOUVER TAG

1 2 3 4 5

US Army Corps of Engineers

Japan District

SHEET ID

Y O

K O

T A

B A

S E

J A

P A

N U

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Y E

N G

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T R

J A

P A

C O

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-5

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B Y

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A L

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A M

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C O

D E

L O

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A T

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G-002

A L D

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T O

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G E

F A

F Y

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P S

I (Z

N R

E G

A C

G E

N E

R A

L N

O T

E S

B B

R E

N S

D E

N E

D R

A W

N J

C H

E C

K E

O C

T O

B E

G -0

.D W

HOKKAIDO

HONSHU

IWO JIMA

SHIKOKU

OKINAWA

KYUSHU

NORTH

T U

N N

E R

S T

S S

ALK

ER B

S E

L E

S T

S E

N O

B A

N K

S S

L O

G C

M C

G U

A V

M C

G U

A V

H A

U G

H T

O N

S T

C A

R S

W E

L L S

L A

H M

ANDREWS DR

D E

S E

V E

R S

K Y

S T

D E

T H

L E

F S

E N

W I L

S S

AIRLIFT AVE

MCGUIRE AVE

EARHART AVE

WALKER BLVD

H E

G E

N B

E R

G E

R D

WALKER BLVD

KEARBY CT

HOWARD ST

T W

I N

G S

M C

G U

A V

F R

D S

H I P

B L

V D

WALKER BLVD

GODFREY AVE

JONES AVE

K N

T A

V E

G R

O M

S T

WALKER BLVD

HAMILTON ST

MICHAEL DR

M E

Y E

R S

BOBZIE

N A

E A

K E

R S

O M

O D

CRABB AVE

ALABAMA AVE

V A

N D

E N

B E

R G

S T

PUCKET

MATHIES ST

E A

R H

A R

T A

V E

GEORGE DR

M C

G U

A V

S P

A A

T Z

S T

F O

U L O

A N D

JAMES AVE

DAVIS ST

PEASE DR

SARNOSKI AVE

AIRLIFT AVE

S P

A A

T Z

S T

R I C

K E

N B

A C

K E

R S

HUGHES DR

FRIENDSHIP BLVD

FENMOYER

CARSWELL ST

S M

L N

LINDSEY LN

LORING CIR

MITCHELL RD

DAVIS ST

JAMES AVE

KNIGHT AVE

KUTER ST

C H

E L I

A V

V O

S L E

R S

BROWN AVE

CASTLE ST

WALKER BLVD

AIRLIFT AVE

LORING CIR

C R

A W

M O

R G

A N

S T

W A

Y S

EARHART A

KUTER ST

B O

N G

S T

VANCE ST

T U

N N

E R

S T

SIJAN DR

TRUEMPER LN

GOETTLER ST

JONES AVE

7 3276

40104125

1367 1366

983984 988 987

7 4834

10091018

4471 4

1029 1028 1027

1031 1037

102 103

PROJECT LOCATION

YOKOTA AIR BASE (YAB)

CLASS I PERIMETER PROTECTION BARRICADE

LONGITUDINAL CHANELIZED BARRICADE (LCD);

BALLAST, MOLDED HIGH DENSITY POLYETHYLENE (HDPE)

UV-RESISTANT; SAFTEY ORANGE AND WHITE

CLASS II PERIMETER PROTECTION BARRICADE

SAWHOURSE STYLE, A-FRAME KIT WITH BARRICADE

LEGS AND REFLECTIVE RAIL; INJECTION MOLDED

WITH MOLDED IN LUGS; SAFETY ORANGE AND WHITE

1 2 3 4 5

US Army Corps of Engineers

Japan District

SHEET ID

Y O

K O

T A

B A

S E

J A

P A

N U

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R M

Y E

N G

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T R

J A

P A

C O

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F E

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A P

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-5

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O U

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B A

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H O

N O

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N E

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D W

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S U

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B Y

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A L

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C O

D E

L O

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C O

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R A

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N L O

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L A

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B A

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T A

D e s ig n e r

A u th o r C h e c k e r

O C

T O

B E

G -0

.D W

VICINITY MAPLOCATION PLAN: YOKOTA AIR BASE (YAB)

WALKER BLVD

W A

L K

E R

W A

L K

E R

B L

V D

WALKER BLVD

M C

G U

A V

SUPPLY GATE

FUSSA GATE

WALKER BLVD

RUNWAY 18

PROJECT SITE:

AIR FIELD DAMAGE REPAIR (ADR)

EQUIPMENT STORAGE FACILITY

ACCESS GATE 10 (HAUL ROUTE GATE)

NTSA5

BARRICADE DETAILS

BOLLARDS

WALKER BLVD

W A

L K

E R

W A

L K

E R

NOTES

1. CONTRACTOR SHALL BE INFORMED OF ONGOING AFSOC PROJECT LOCATED SOUTH

OF THE PROJECT SITE. CONSTRUCTION FENCING SHALL BE PROVIDED FOR THE

PROJECT AS INDICATED ON THE CONSTRUCTION BOUNDARY AND FENCING PLAN ON

THIS SHEET TO SEPARATE THE PROJECT SITE FROM ON GOING SURROUNDING

CONSTRUCTION. CONTRACTOR SHALL KEEP CLEAR CURRENT AFSOC PROJECT

CONSTRUCTION ACCESS PATHS AS NOTED ON THE DETAIL SITE PLAN ON SHEET AS100.

2. EXISTING EXCLUSION ZONE FENCING/TEMPORARY INSTALLATION BOUNDARY AND

GATES SHALL BE IN PLACE AT THE START OF CONSTRUCTION. CONTRACTOR SHALL BE

RESPONSIBLE FOR REPAIRING ANY DAMAGES TO THE FENCING AND GATES RESULTING

FROM THE CONTRACT WORK TO THE SATISFACTION OF THE CONTRACTING OFFICER.

3. ACCESS GATE 10 SHALL PROVIDE ACCESS FROM OUTSIDE THE INSTALLATION.

CONTRACTOR SHALL BE REQUIRED TO PROVIDE CREDENTIALS AND BASE PASSES TO

ACCESS THE INSTALLATION AND ADHERE TO ALL REQUIRED SECURITY PROCEDURES

AND INSPECTIONS. EXIT SHALL BE OFF OF EXIT GATE 20. COORDINATE WITH ON-SITE

CONTRACTOR NIPPO CORPORATION FOR SHARED ACCESS.

4. CONTRACTOR HAUL ROUTE DURING CONSTRUCTION SHALL BE AS INDICATED HERE

AND AS SHOWN GRAPHICALLY ON THE HAUL ROUTE PLAN.

5. CONTRACTOR SHALL ADHERE TO ALL TRAFFIC RULES AND REGULATIONS FOR

TRANSPORTATION AND HAULING WITHIN THE AIR FIELD AND INSTALLATION FLIGHT LINE

AREAS. COORDINATE WITH THE CONTRACTING OFFICER ON ANY SPECIAL

REQUIRMENTS THAT MAY AFFECT AIRFIELD TRAFFIC AND OPERATIONS.

CONTRACTOR HAUL ROUTE

1. ENTER INSTALLATION AT ACCESS GATE 10.

2. HEAD SOUTH ALONG WALKER AVENUE.

3. PROCEED ALONG TEMPORARY GRAVEL ROAD.

4. ACCESS PROJECT SITE AT NEW KTR SUPPLIED ACCESS GATE INTO PROJECT SITE.

R U

N W

A Y

ENTRY ACCESS GATE 10

TEMPORARY GATE 3

(EMERGENCY GATE)

TEMPORARY GATE 4

(FOR FIRE DRILLS)

TEMPORARY GATE 2

(FOR FIRE DRILLS &

PROJECT SITE ACCESS)

CONTRACTOR'S

HAUL ROUTE

EXCLUSION ZONE FENCING/

TEMPORARY INSTALLATION

BOUNDARY

EXISTING

FENCE

EXCLUSION ZONE

FENCING/TEMPORARY

INSTALLATION BOUNDARY

PROJECT SITE OF

ONGOING AFSOC

PROJECT BY NIPPO

CORPORATION

ADR FACILITY

ACCESS GATE 10 AND EXIT GATE 20

PARTIAL MAP

EXIT GATE 20

WALKER BLVD

INSTALLATON FENCE LINE

G O

A X

ILA

GOLF

TAXILANE

W A

L K

E R

F O

X T

R O

T T

A X

ADR FACILITY

FFE = 132.91

T A

L L

A T

O N

F E

N C

E L

1394 1390

FIRE TRAINING

AREA

W A

L K

E R

T A

L L

A T

O N

F E

N C

E L

WALKER BLVD

INSTALLATION FENCE LINE

G O

A X

N E

HOTEL TAXILANE

LIE

T T

A X

ILA

F O

X T

R O

T T

A X

DETAIL

SITE PLANPROJECT BOUNDARY

(LIMITS OF WORK)

ASSIGNED

CONTRACTOR

LAYDOWN AREA

(APPROX 4 000 SM);

COORDINATE WITH CO

TO ESTABLISH

PARAMETERS OF

LAYDOWN AREA

EXIST TEMP GRAVEL

ROAD

EXIST TEMP GATE 2

SITE ACCESS

TEMP GATE 4

EXIST TEMP GATE 3

EXIST EXCLUSION ZONE

FENCING/

TEMPORARY INSTALLATION

BOUNDARY (IN PLACE AT

START OF CONSTRUCTION)

FIRE PUMP BLDG AND

FIRE WATER TANK

FFE = 132.50

PROJECT BOUNDARY LINE COINCIDES

WITH EXCLUSION ZONE FENCING AS100

EXIST ITN 1337; POC FOR

TELECOM (SEE TELECOM

DWGS)

PROJECT BOUNDARY

EXCLUSION ZONE FENCING/TEMPORARY

INSTALLATION BOUNDARY

NEW CONSTRUCTION FENCING

LEGEND

PROJECT SITE OF ONGOING

AFSOC PROJECT BY NIPPO

CORPORATION

CONTRACTOR ASSIGNED LAYDOWN AREA

INSTALL NEW 6.1M

WIDE LIGHT A/C

PAVEMENT; SEE

CIVIL DWG B4/CD102

FOR PAVEMENT

DETAIL

INSTALL TEMPORARY BARRIER TO COINCIDE WITH THE

PROJECT BOUNDARY. SEE DETAIL A5/G-003.

CONTRACTOR SHALL MAINTAIN AREA INSIDE THIS

BOUNDARY

PROVIDE CLASS I

PERIMETER PROTECTION

FIELD OFFICE TO BE REMOVED BY OTHERS.

ESTIMATED REMOVAL DATE IS 15 MAY 2023.

WORK IN THIS AREA SHALL BE COORDINATED

WITH THE CO TO AVOID CONFLICTS. AFTER

FIELD OFFICE IS REMOVED, RELOCATE

TEMPORARY BARRIER PER THE CO'S

DIRECTION. ALLOW FIRE DEPARTMENT

ACCESS TO TEMP GATE 4 AT ALL TIMES.PROVIDE CLASS II

PERIMETER PROTECTION

1 2 3 4 5

US Army Corps of Engineers

Japan District

SHEET ID

Y O

K O

T A

B A

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J A

P A

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P A

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E N

T S

T O

R A

G E

F A

F Y

Z N

R E

P S

I (Z

N R

E G

A C

O V

E R

A L L S

P L A

N H

A U

L R

O U

T E

P L A

D e s ig n e r

A u th o r C h e c k e r

O C

T O

B E

G C

W G

PLAN NORTH

1 : 5000A1

HAUL ROUTE PLAN

PLAN NORTH

1 : 2000A3

CONSTRUCTION BOUNDARY AND FENCING PLAN

0 250 500 M

SCALE: 1:5000

0 100 200 M

SCALE: 1:2000

GROUND FLOOR

0.00 mm

TOP OF WALL

1350.00 mm

FRAME KNEE HT

6800.00 mm

9 11

TOP OF FRAME

9140.00 mm

7 12

AIR BARRIER:

CONCRETE WALL

WEATHER BARRIER:

EXTERIOR SHEATHING

WEATHER BARRIER:

METAL DECK

AIR BARRIER:

CONC FLOOR SLAB

ADR ASSETS

STORAGE AREA

GC101

SYMMETRICAL ON

OPPOSITE SIDE

ELEV 0.00

CORRESPONDS TO

FFE 132.91M

8 10

GROUND FLOOR

0.00 mm

TOP OF WALL

1350.00 mm

FRAME KNEE HT

6800.00 mm

B E

TOP OF FRAME

9140.00 mm

DCB.2 FB.1A

WEATHER BARRIER:

EXTERIOR SHEATHING

WEATHER BARRIER:

VERTICAL LIFT FABRIC DOOR (VLFD)

AIR BARRIER:

CONC FLOOR SLAB

WEATHER BARRIER:

METAL DECK

GC101

ADR ASSETS

STORAGE AREA

ELEV 0.00

CORRESPONDS TO

FFE 132.91M

GROUND FLOOR

0.00 mm

FRAME KNEE HT

6800.00 mm

UTIL ROOF

3450.00 mm

ADR ASSETS

STORAGE AREA

FIRE RISER

NOTE: SEE WALL SECTION

FOR WALL CONSTRUCTION DETAILS

/A1 1A-420

WEATHER BARRIER: MET ROOF PANELS

WEATHER BARRIER: MET

WALL PANELS

FENESTRATION: MET

DRAINABLE LOUVERS

WEATHER BARRIER: SINGLE-PLY ROOFING ON COVER BD

THERMAL BARRIER: RIGID INSULATION

AIR BARRIER: CONC ROOF

THERMAL BARRIER: RIGID INSULATION

AIR BARRIER: FLUID APPLIED AIR-VAPOR BARRIER

WEATHER/MOISTURE BARRIER: CONC WALL

AIR BARRIER: CONC FLOOR SLAB

AIR BARRIER:

CONC FLOOR SLAB

WEATHER BARRIER:

CONC WALL

ELEV 0.00 CORRESPONDS

TO FFE 132.91M

GROUND FLOOR

0.00 mm

TOP OF WALL

1350.00 mm

FRAME KNEE HT

6800.00 mm

11 12

ADR ASSETS

STORAGE AREA

NOTE: SEE WALL SECTION

FOR WALL CONSTRUCTION DETAILS

/A4 1A-420

WEATHER BARRIER: MET ROOF PANELS

AIR BARRIER: METAL DECK

WEATHER BARRIER: MET WALL PANELS

WEATHER BARRIER: CONC WALL

AIR BARRIER: CONC FLOOR SLAB

FENESTRATION: DRAINABLE MET LOUVER

ELEV 0.00

CORRESPONDS TO

FFE 132.91M

GROUND FLOOR

0.00 mm

TOP OF WALL

1350.00 mm

FRAME KNEE HT

6800.00 mm

ADR ASSETS

STORAGE AREA

WEATHER BARRIER: MET ROOF PANELS

WEATHER BARRIER: MET WALL PANELS

FENESTRATION: VERTICAL LIFT FABRIC DOOR (VLFD)

AIR BARRIER: CONC FLOOR SLAB

NOTE: SEE WALL SECTION

FOR WALL CONSTRUCTION DETAILS

/A1 1A-421

ELEV 0.00 CORRESPONDS

TO FFE 132.91M

ROOFING (MAIN ADR FACILITY)

WEATHER BARRIER

WALL (MAIN ADR FACILITY)

WEATHER BARRIER

WALL (CONDITIONED UTILITY ROOMS)

NON-RESIDENTIAL, MASS WALLS

ROOFING (CONDITIONED UTILITY ROOMS)

NON-RESIDENTIAL

INSUL ENTIRELY ABOVE DECK

2 34

SCALE: 1:10

1 2 3 4 5

US Army Corps of Engineers

Japan District

SHEET ID

Y O

K O

T A

B A

S E

J A

P A

N U

.S A

R M

Y E

N G

E R

T R

J A

P A

C O

R P

S O

F E

N G

E R

A P

O A

-5

G R

O U

N T

E R

N A

L D

B A

S T

H O

N O

L U

D E

N E

D B

D W

N B

S U

B M

E D

B Y

P L

O T

S C

A L

E N

A M

D R

A W

C O

D E

L O

T D

A T

C K

D B

C O

N T

R A

C T

N O

S O

N N

S U

B M

A L

D A

T E

D E

S C

N M

A R

K D

A T

H V

-1

-D -0

A F

-4

-7

-0

A s i n d ic a te d

/2 1/

P M

GC101

A L D

E S

A D

R E

Q U

E N

T S

T O

R A

G E

F A

F Y

Z N

R E

P S

I (Z

N R

E G

A C

B U

E N

V E

L O

P E

C O

M P

O S

D e s ig n e r

A u th o r C h e c k e r

O C

T O

B E

G C

W G

1 : 200C1

BUILDING SECTION

1 : 200D1

BUILDING CROSS SECTION

1 : 50A1

WALL SECTION AT UTILITY ROOMS

1 : 50A3

WALL SECTION - EAVE END

1 : 50A4

WALL SECTION - GABLE END AT VLFD

GENERAL NOTES:

1. BUILDING ENVELOPE DRAWINGS INDICATE THE GENERAL

MAKEUP OF THE BUILDING ENVELOPE, INCLUDING

WEATHER, MOISTURE, THERMAL, AND AIR BARRIERS, TO

PROVIDE WEATHER (WATER INTRUSION) PROTECTION,

MOISTURE CONTROL, HEAT TRANSFER CONTROL, AND AIR

TRANSFER CONTROL.

2. ASSEMBLIES ARE GENERALLY INDICATED FOR

IDENTIFICATION PURPOSES ONLY. REFER TO THE

CONSTRUCTION WALL SECTIONS AND WALL AND ROOF

DETAILS FOR ADDITIONAL MATERIALS SPECIFICATIONS

AND ASSEMBLY REQUIREMENTS.

3. ALL PENETRATIONS AND FENESTRATION SHALL BE

SEALED AND FLASHED AS INDICATED ON THE DOOR AND

WINDOW DETAILS, WALL DETAILS, AND ROOF DETAILS, AS

WELL AS OTHER DETAILS INCLUDED IN THE ENGINEERING

SHEETS (MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE

PROTECTION SHEETS).

4. PROVIDE VAPOR RETARDERS UNDERNEATH ALL

CONCRETE SLABS PER THE STRUCTURAL DRAWINGS.

VAPOR RETARDER SHALL BE 0.05 PERMS OR LESS,

MEETING THE REQUIREMENTS OF ASTM E 1745 CLASS A.

5. WEATHER AND AIR BARRIERS ARE INDICATED AS A

HEAVY DASHED LINE ( ) WHICH TRACES THE

CONTINUITY OF THE BARRIER AROUND ALL SIX SIDES OF

THE FACILITY. BARRIER COMPONENTS ARE AS INDICATED.

SEAL ALL PENETRATIONS AS REQUIRED IN THE DRAWINGS

AND SPECIFICATIONS.

6. THERMAL INSULATION WHERE PROVIDED SHALL MEET

THE REQUIREMENTS OF ANSI/ASHRAE/IES STANDARD 90.1

FOR CLIMATE ZONE 3 FOR SEMI-HEATED AND NON-

RESIDENTIAL FACILITIES. SEE ROOF AND WALL

ASSEMBLIES ON THIS SHEET FOR THERMAL INSULATION

REQUIREMENTS AND PROVISIONS.

1 : 10

ROOF AND WALL ASSEMBLIES

NO.

COMPONENT

METAL PANEL

STEEL CHANNEL

TOP OF ROOF BEAM

BOARD INSULATION

TOTAL VALUE

C.I. PROVIDED

ASHRAE REQUIREMENT

CLIMATE ZONE 3

RSI-VALUE

NO.

COMPONENT

METAL PANEL

STEEL GIRT

TOTAL VALUE

C.I. NOT REQUIRED

ASHRAE REQUIREMENT

CLIMATE ZONE 3

RSI-VALUE

NO.

COMPONENT

RIGID INSUL 36MM

CONC WALL 200MM

AIR-VAPOR BARRIER

MET FURRING/AIR SPACE

15MM GYP BOARD

TOTAL VALUE

C.I. PROVIDED

ASHRAE REQUIREMENT

CLIMATE ZONE 3

RSI-VALUE

1.41 C.I.

0.11

0.18 0.10

1.80

1.41 C.I.

1.34 C.I.

NO.

COMPONENT

SINGLE-PLY MEMB

FIBER BOARD 12MM

RIGID INSUL 127MM

CONC DECK 150MM

TOTAL VALUE

C.I. PROVIDED

ASHRAE REQUIREMENT

CLIMATE ZONE 3

RSI-VALUE

0.23 4.40 0.08

4.80

4.40 C.I.

0 0.5 1M

SCALE: 1:10

0 2 5 M

SCALE: 1:50

0 10 20 M

SCALE: 1:200

BUSINESS

10 348

SPACE

OCCUPANCY LEGEND

EGRESS LEGEND

1 HOUR FIRE RESISTIVE CONSTRUCTION

EGRESS PATH

EGRESS CAPACITY

COMMON PATH OF TRAVEL (METER)/

TRAVEL DISTANCE (METER)

EXIT

SYMBOL DESCRIPTION

XX/XX

MAX. OCCUPANT LOAD/EGRESS CAPACITYXXX/XXX

NFPA 101

OCCUPANCY

IBC

OCCUPANCY

OCCUPANT

LOAD

OCCUPANT

LOAD FACTOR

XXX

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. TYPE OF CONSTRUCTION: IBC (2018) TYPE II-B

2. BUILDING AREA:

3. IBC ALLOWABLE FLOOR AREA AND HEIGHT:

4. MAJOR OCCUPANCY CLASSIFICATIONS, IBC CHAPTER 3:

5. FIRE RESISTANCE OF BUILDING ELEMENTS, IBC TABLE 601

STRUCTURAL FRAME

EXTERIOR BEARING WALL

INTERIOR BEARING WALL

EXTERIOR NONBEARING WALL

INTERIOR NONBEARING WALL

FLOOR/CEILING ASSEMBLY

ROOF/CEILING ASSEMBLY

6. EXTERIOR WALL OPENINGS: PER IBC TABLE 704.8, BUILDINGS

WITH A SEPARATION DISTANCE GREATER THAN 6.1 METERS

WILL NOT REQUIRE EXTERIOR WALL OPENINGS TO BE PROTECTED

8. MEANS OF EGRESS: NFPA 101-2018.

NONCOMBUSTIBLE

0 HR

ADR CODE DATA:

GROUP S-1 - STORAGE

EGRESS NFPA 101 CHAPTERS 42.

A. TOTAL OCCUPANT LOAD:

B. TOTAL EGRESS CAPACITY:

MAXIMUM COMMON PATH OF TRAVEL:

STORAGE = 30M

MAXIMUM DEAD-END CORRIDOR:

MAXIMUM TRAVEL DISTANCE:

SHEET NOTES:

7. OCCUPANCY SEPARATION:

NOT REQUIRED- FACILITY IS CONSIDERED SINGLE USE OCCUPANCY.

ELEMENT MATERIAL RATING

FIRE PUMP ROOM PROTECTED W/ 1 HOUR

CONSTRUCTION PER NFPA 20, TABLE 4.12.1.2.

STORAGE = 15M

STORAGE = 122M

SMOKE PARTION SEPARATING AREAS WITH

HIGHER DEGREE OF HAZARD NFPA 101, 8.7.1.2

ADR FACILITY: 6,200 SM (W/ ROOF PROJ)

ADR FACILITY AREA: 6,500 SM* (STORAGE S-1)

ADR: 135 PERSONS

BASE: 680 PERSONS

ADR FACILITY:

STORAGE = ACTUAL 0M

ADR FACILITY:

STORAGE = ACTUAL 0M

ADR FACILITY:

STORAGE = ACTUAL 67M

FACILITY WILL BE FULLY SPRINKLERED

FACILITY IS A 1 STORY BUILDING

PER IBC SECTION 506 THE ALLOWABLE BUILDING AREA IS:

ADR FACILITY: 1 STORY

PER IBC SECTION 504 AND TABLE 504.3

FACILITY IS ALLOWED TO BE 3 STORIES

FACILITY IS ALLOWED TO BE UP TO 22.8 METERS TALL

ADR FACILITY HEIGHT: 9.1 METERS

OCCUPANT LOAD FACTOR: 46.5 PERSONS/SM

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. TYPE OF CONSTRUCTION: IBC (2018) TYPE II-B

2. BUILDING AREA:

3. IBC ALLOWABLE FLOOR AREA AND HEIGHT:

4. MAJOR OCCUPANCY CLASSIFICATIONS, IBC CHAPTER 3:

5. FIRE RESISTANCE OF BUILDING ELEMENTS, IBC TABLE 601

STRUCTURAL FRAME

EXTERIOR BEARING WALL

INTERIOR BEARING WALL

EXTERIOR NONBEARING WALL

INTERIOR NONBEARING WALL

FLOOR/CEILING ASSEMBLY

ROOF/CEILING ASSEMBLY

6. EXTERIOR WALL OPENINGS: PER IBC TABLE 704.8, BUILDINGS

WITH A SEPARATION DISTANCE GREATER THAN 6.1 METERS

WILL NOT REQUIRE EXTERIOR WALL OPENINGS TO BE PROTECTED

8. MEANS OF EGRESS: NFPA 101-2018.

NONCOMBUSTIBLE

0 HR

FIRE PUMP BUILDING CODE DATA:

GROUP S-2 STORAGE

EGRESS NFPA 101 CHAPTERS 42.

A. TOTAL OCCUPANT LOAD:

B. TOTAL EGRESS CAPACITY:

MAXIMUM COMMON PATH OF TRAVEL:

STORAGE = 30M

MAXIMUM DEAD-END CORRIDOR:

MAXIMUM TRAVEL DISTANCE:

SHEET NOTES:

7. OCCUPANCY SEPARATION:

NOT REQUIRED- FACILITY IS CONSIDERED SINGLE USE OCCUPANCY.

ELEMENT MATERIAL RATING

FIRE PUMP ROOM PROTECTED W/ 1 HOUR

CONSTRUCTION PER NFPA 20, TABLE 4.12.1.2.

STORAGE = 15M

STORAGE = 122M

SMOKE PARTION SEPARATING AREAS WITH

HIGHER DEGREE OF HAZARD NFPA 101, 8.7.1.2

FIRE PUMP BUILDING: 100SM

PUMP HOUSE AREA: 9,661 SM* (STORAGE S-2)

PUMP HOUSE: 4 PERSONS

BASE: 1080 PERSONS

PUMP HOUSE:

STORAGE = ACTUAL 16M

PUMP HOUSE:

STORAGE = ACTUAL 0M

PUMP HOUSE:

STORAGE = ACTUAL 16M

FACILITY WILL BE FULLY SPRINKLERED

FACILITY IS A 1 STORY BUILDING

PER IBC SECTION 506 THE ALLOWABLE BUILDING AREA IS:

PUMP HOUSE: 1 STORY

PER IBC SECTION 504 AND TABLE 504.3

FACILITY IS ALLOWED TO BE 3 STORIES

FACILITY IS ALLOWED TO BE UP TO 22.8 METERS TALL

PUMP HOUSE HEIGHT: 4.57 METERS

OCCUPANT LOAD FACTOR: 46.5 PERSONS/SM

1 2 3 4 5

US Army Corps of Engineers Japan District

SHEET ID

Y O

K O

T A

B A

S E

P A

N U

.S . A

R M

Y E

N G

E R

T R

, J A

P A

N C

O R

P S

O F

E N

E E

R A

P O

A P

G R

O U

T E

R N

A T

A L

D B

A G

. K

G S

S U

H O

N O

, H I 9

D E

N E

D B

D W

N B

S U

B M

E D

B Y

T S

C A

L E

E N

A M

D R

A W

C O

D E

D A

T E

C K

D B

C O

N T

R A

C T

N O

S O

N N

S U

B M

A L

D A

T E

D E

S C

N M

A R

K D

A T

2H V

-1

-D -0

A F

-4

-7

-0

:3 8:

GI001

A L

D E

A D

R E

Q U

E N

T S

T O

R A

G E

F A

F Y

N R

P S

I ( Z

N R

E G

A C

E S

A F

E T

Y P

N O

T E

K K

C T

13131

131 131

131131

PE-1

PE-3

PE-2

B-1

B-2

B-3

B-4

B-5

B-6

130.406

130.449

130.453

130.476

130.505

130.491

130.505

130.502

130.172

130.179

130.514

130.532

130.566

130.484

130.511

130.507

130.497

130.488

130.479

130.481

50 D

200 DIP

00 D

EMH

T-34B-15

EBOX

EMH

ELEC PANEL

T-1394

EMH

GUY WIRE

EMH

EMH EP

EMH

EBOX

GROUND

GUY WIRE

TMH

HONE BOX

TMH

150C

200VP

300V P

200VP

300VP

200VP

EMH

TMH

SIGNAL

T A

N K

DIP60

HOOK

BOX

TIRE CHECK ROLL OVER

F O D

C M

C-130

C -130

G-1

C M

UNKNOWN1

UNKNOWN6

UNKNOWN3

SUMP PUMP

CONTROL BOX

UNKNOWN5

TIME DELAY

CONTROL BOX

UNKNOWN2

UNKNOWN4

DMH

SIGNPOST

SIGNBOARD

SIGNPOST

SIGNBOARD

PROTECTION PILLAR

SIGNBOARD

PROTECTION PILLAR

SIGNBOARD

WATER FAUCET

FIRE EXTINGUISH

WATER FAUCET

FIRE PUMP HOUSE

ADR FACILITY

1 2 3 4 5

US Army Corps of Engineers Japan District

SHEET ID

Y O

K O

T A

B A

S E

P A

N U

.S . A

R M

Y E

N G

E R

T R

, J A

P A

N C

O R

P S

O F

E N

E E

R A

P O

A P

G R

O U

T E

R N

A T

A L

D B

A G

. K

G S

S U

H O

N O

, H I 9

D E

N E

D B

D W

N B

S U

B M

E D

B Y

T S

C A

L E

E N

A M

D R

A W

C O

D E

D A

T E

C K

D B

C O

N T

R A

C T

N O

S O

N N

S U

B M

A L

D A

T E

D E

S C

N M

A R

K D

A T

2H V

-1

-D -0

A F

-4

-7

-0

: 5

GI100

A L

D E

A D

R E

Q U

E N

T S

T O

R A

G E

F A

F Y

N R

P S

I ( Z

N R

E G

A C

E S

A F

E T

Y S

K K

C T

1 : 5001 LIFE SAFETY SITE PLAN

PLAN NORTH

SCALE: 1:

10000 20000

2 3 4 7 8

5 10

ADR ASSETS

STORAGE AREA

FIRE RISER

ELEC RM

FIRE RISER

0/76M

9 11

B.2

B.1

1 2 3 4 5

US Army Corps of Engineers Japan District

SHEET ID

Y O

K O

T A

B A

S E

P A

N U

.S . A

R M

Y E

N G

E R

T R

, J A

P A

N C

O R

P S

O F

E N

E E

R A

P O

A P

G R

O U

T E

R N

A T

A L

D B

A G

. K

G S

S U

H O

N O

, H I 9

D E

N E

D B

D W

N B

S U

B M

E D

B Y

T S

C A

L E

E N

A M

D R

A W

C O

D E

D A

T E

C K

D B

C O

N T

R A

C T

N O

S O

N N

S U

B M

A L

D A

T E

D E

S C

N M

A R

K D

A T

2H V

-1

-D -0

A F

-4

-7

-0

: 2

:3 8:

1GI101

A L

D E

A D

R E

Q U

E N

T S

T O

R A

G E

F A

F Y

N R

P S

I ( Z

N R

E G

A C

E S

A F

E T

Y F

R P

K K

C T

1 : 200A1 LIFE SAFETY FLOOR PLAN

PLAN NORTH

SCALE: 1:

4000 8000

233.1

UTILITY ROOM

FIRE PUMP

340340

1 2 3 4 5

US Army Corps of Engineers Japan District

SHEET ID

Y O

K O

T A

B A

S E

P A

N U

.S . A

R M

Y E

N G

E R

T R

, J A

P A

N C

O R

P S

O F

E N

E E

R A

P O

A P

G R

O U

T E

R N

A T

A L

D B

A G

. K

G S

S U

H O

N O

, H I 9

D E

N E

D B

D W

N B

S U

B Y:

D R

A W

C O

D E:

T D

C K

D B

C O

N O

S O

N N

S U

D E

S C

N M

A R

K D

2H V

-1

-D -0

A F

-4

-7

-0

:4 8:

2G101

A L

D E

A D

R E

Q U

E N

T S

T O

R A

G E

F A

F Y

N R

P S

I ( Z

N R

E G

A C

E S

A F

E T

Y F

R P

K K

C T

1 : 25A1 LIFE SAFETY FLOOR PLAN

PLAN NORTH

SCALE: 1:

500 1000

25 2GI101

MIRROR

SIGNBOARD

SIGNAL

SIGNPOST

SIGNBOARD

SIGNAL

SIGNBOARD

SIGNPOST

SIGNBOARD

AS AS

PROTECTION PILLAR

1318 1394

SIGNAL

SIGNBOARD

N P

PROTECTION PILLAR

CONTAINER

WAREHOUSE

SIGNPOST

SIGNBOARD

UNDER CONSTRUCTION

REFLECTOR

UNKN

N LI

NE5

UNKNOWN LINE

UNDER CONSTRUCTION

UNDER

ONST

RUCTI

BOLLARDS

, C O

O L

U M

V-101

NOT TO SCALE

KEY PLANA2

NOTES:

V-102

1 2 3 4 5

U .S

. A R

M Y

R D

T, J

O R

A P

D W

N B

D B

D R

G C

O D

O T

B Y:

C O

N O

N N

L D

C R

O N

K D

2H V-

-D

-0

-4

-7

-0

US Army Corps of Engineers Japan District

M .F

G U

- E C

O .,L

IKE

N A

HIT

L EN

GIN

RIN

G C

O.,LT

1- 8-

H I, G

O W

Y, O

A, J

-2

SHEET ID

E, J

E Q

O R

N R

I (

R E

As in di ca te d

TELEPHONE MANHOLE

TRAFFIC SIGN

SEWER MANHOLE

WATER VALVE

ELECTRIC MANHOLE

TMH

EMH

SMH

WATER MANHOLE

ASPHALT PAVEMENT

CONTROL POINT

WATER PIPE

ELECTRIC LINE

B401

STORM DRAINAGE MANHOLEDMH

OVERHEAD ELECTRICAL LINE

SEWER PIPE

STORM DRAIN PIPE

EOS

TELEPHONE LINE

(WIRE = TENSION WIRE)

WIRE

TP TELEPHONE POLE

ASPHALT BOUNDARY LINE

RETAINING WALL

LEGEND

TITLE

CONCRETE PAVEMENT

BLOCK WALL

FENCE

SLOPE

OUTCROP

BUILDING

SYMBOL

STONE FLAGGED DITCH

OPEN DITCH

GRATING

GUARDRAIL

BANISTER

HEDGE

L-TYPE DITCH

TREES

TURF AREA

WASTE LAND

VEGETATION BOUNDARY

LIGHT POLE

ELECTRIC POLE

FIRE HYDRANT

KENCHI BLOCK

SOIL BORING LOCATIONB-1

CONCRETE PIPECP

Y(E)

-43616.314

132.993

132.663

ELEVATION

T-1

YAB-01 -27236.879

-27294.831

-27286.312

-43572.261

-43501.651

T-4

-27274.656

-27320.118

-43432.457

-43378.063

132.192

131.602

COORDINATES

X(N)

T-2

T-3

132.846

No.

131.112-43328.525-27373.333T-5

129.171

129.216

129.752

129.763

-43105.097-27459.672438

-43116.148-27396.829B401

-43133.088-27267.628B403

-43150.469-27204.344B404

129.486-43126.629-27334.730B402

(BASED ON JGD 2011 ZONE 9 DATUM)

CONTROL POINTS SUMMARY TABLE

130.474

131.505

131.569

-43222.712-27160.495B405

-43354.919-27183.189B407

-43427.848-27200.487B408

131.079-43285.647-27176.971B406

132.111-43500.520-27212.715B409

132.593-43574.876-27226.567B410

"+" NOTCH IN PAVEMENT WITH BLUE PAINT

DESCRIPTION

BRASS DISC MONUMENT

"+" NOTCH ON CURB WITH WHITE PAINT

"+" NOTCH IN PAVEMENT WITH WHITE PAINT

"+" NOTCH ON CURB WITH WHITE PAINT

"+" NOTCH IN PAVEMENT WITH WHITE PAINT

"+" NOTCH ON MANHOLE RIM WITH WHITE PAINT

"+" NOTCH IN PAVEMENT WITH BLUE PAINT

NAIL IN PAVEMENT WITH BLUE PAINT

"+" NOTCH IN PAVEMENT WITH BLUE PAINT

"+" NOTCH ON CURB WITH WHITE PAINT

"+" NOTCH IN PAVEMENT WITH WHITE PAINT

"+" NOTCH ON CURB WITH WHITE PAINT

"+" NOTCH IN PAVEMENT WITH WHITE PAINT

"+" NOTCH ON MANHOLE RIM WITH WHITE PAINT

1. TOPOGRAPHIC SURVEY COORDINATE SYSTEM IS THE JAPAN GEODETIC DATUM (JGD) 2011, ZONE 9

AND IS IN INTERNATIONAL METRIC UNITS.

2. ELEVATION DATUM IS BASED ON YOKOTA BASE MONUMENT YK-31 WITH COORDINATES, N =

-28104.508; E = -42615.542 AND ELEVATION 125.07 METERS.

3. THE "CONTROL POINTS SUMMARY TABLE" SHOWS THE INFORMATION FOR THE BENCHMARKS

ESTABLISHED AROUND THE ENTIRE PERIMETER OF THE SITE IN YOKOTA AIR BASE, TOKYO, JAPAN.

4. 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.

5. CONVERT JDG 2011 ZONE 9 TO WGS 84 (G1674) UTM ZONE 54N WHEN SUBMITTING AS-BUILT.

V-104

V-103

V-105

V-106

V-107

V-108

(METER)

TITLESYMBOLDRAFT

MIRROR

SIGNBOARD

T-15-7

SIGNAL

EMH

SIGNPOST

T-34B-15

EBOX

SIGNBOARDSIGNAL

SIGNBOARDSIGNPOSTUNKNOWN1

TMH

TELEPHONE BOX

ASAS

AS AS AS

SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx

EMH

SIGNAL GUY WIRE

EMH

EBOX

CO CO

EBOX

BATTERY BOX

EMH

UNDER CONSTRUCTION

SDx

SD x

SDx SDx

SDx

200VP

300VP

200VP

300VP

200VP

132.602

132.568 132.545

132.641 132.721 132.737 132.739

132.725

132.716 132.753 132.742

132.807132.797

132.655

132.785 132.774

132.711 132.740

132.822 132.843

132.860

132.730

132.879

132.798

132.921

133.021

132.973

133.092 133.087 133.055

133.068

132.620 132.711

132.688 132.684

132.826

132.748

132.824

132.749132.781

132.876

132.807 132.763

133.104

132.698

132.891

132.767 132.698

132.959

132.817

132.831

132.837

132.854 132.774

133.160

132.936

132.945

132.876 132.873

132.831132.712

132.765

132.910

133.021

133.083

132.888

132.904

133.027

133.070

133.035

132.803

132.985

132.919

133.089

133.076

133.126

133.053 132.693

133.049 132.759

133.039

132.635 132.784

132.749

132.751

132.874

133.201133.253 133.276

133.293

133.303

133.310

133.308

133.305

133.302

133.215

133.187 133.174

133.137 132.951

132.907

132.936

132.836 132.919

132.774

132.898 133.104

133.150

132.909

132.861

132.806 132.759

132.746

132.942

133.113133.137133.176

133.213

133.216

133.217

133.035

133.010

133.140

133.072

133.080

133.196

133.302

133.250

133.287

133.077

132.992 133.240

133.156132.930

133.127

133.283 133.293

133.217

133.136

133.195

133.236

133.047

133.103

133.314

133.309133.259 133.245

133.246

133.525

133.531

133.537

132.963

132.801

132.732

132.772

132.719 132.670

132.900

132.674

132.720 132.681

132.621 132.595

132.644 132.561 132.541 132.479 132.474

132.492132.539132.586132.612132.633

132.671

132.228

132.269

132.073

132.116

132.134132.187132.247 132.248

132.211

132.255

132.214 132.231

132.285 132.301 132.293

132.228

132.278

132.353 132.370 132.364 132.278

132.296132.364

132.321 132.419 132.432 132.402132.457

132.495 132.496 132.406

132.472

132.441

132.515 132.531

132.530 132.528

132.510

132.618 132.493

132.528

132.717 132.535

131.782

132.395131.790

131.788 131.785

131.725

132.602

132.833 132.729

132.579 132.561

132.753

132.556 132.568

132.515

132.648

132.456

132.614

132.498

132.433

132.391132.429

132.564

132.439

132.455 132.427

132.428

132.447

131.472

132.412

132.420 132.414

132.091

132.013 132.057

132.085

132.206 132.164

131.917

132.429

131.499

132.071

131.5…

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File details come from the government source that posted it. Updated Jun 14, 2022.