FY20 DoDEA Zukeran ES Demolition Drawings RTA.pdf

PDF 16 MB Posted Dec 19, 2019

Attached to: FY20 O&M DoDEA Zukeran Elementary School Demolition
Solicitation number: W912HV-20-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides a pre-solicitation notice for an upcoming demolition project at Zukeran Elementary School in Okinawa, Japan. The U.S. Army Corps of Engineers, Japan Engineering District will solicit bids locally in Japan for a firm fixed price contract to demolish approximately 8,171 square meters of buildings and site utilities at the school campus. The estimated value of the contract is between 500 to 1,000 million Japanese Yen. Bids are due in mid-January 2020 and the selected contractor must be authorized to operate in Japan with necessary construction licenses and permits to complete the demolition work as required. Interested offerors should monitor the SAM website for release of the solicitation and regularly check for any amendments. Only companies physically located and registered to conduct business in Japan will be considered for this project.

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Other files

File	Type	Posted
W912HV-20-B-0002 Specifications.pdf	PDF	Jan 9, 2020
W912HV-20-B-0002 Solicitation.pdf	PDF	Jan 9, 2020
W912HV-20-B-0002 Drawings.pdf	PDF	Jan 9, 2020
W912HV-20-B-0002 As-Builts_Drawings_Vol1 (For_Informational_Purposes_Only).pdf	PDF	Jan 9, 2020
W912HV-20-B-0002 As-Builts_Drawings_Vol2 (For_Informational_Purposes_Only).pdf	PDF	Jan 9, 2020
FY20 DoDEA Zukeran ES Demolition Specifications RTA.pdf	PDF	Dec 19, 2019

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VICINITY MAP OVERALL LOCATION MAP

OVERALL VICINITY MAP

HOKKAIDO

SEA OF JAPAN

HONSHU

KYUSHU

PACIFIC OCEAN

SHIKOKU

IWO JIMA

OKINAWA

I V

PROJECT

LOCATION

NEW ZUKERAN

ELEMENTARY SCHOOL

EXISTING KUBASAKI

HIGH SCHOOL

EXISTING ZUKERAN

ELEMENTARY SCHOOL

ENLARGED LOCATION MAP

IE SHIMA

NAGO C.EAST CHINA SEA

TORII STATION

KADENA AFB

CAMP LESTER

CAMP KISNER

NAHA C.

CAMP SCHWAB

CAMP HANSEN

ISHIKAWA S.

CAMP COURTNEY

WHITE BEACH

MCAS FUTENMA

CAMP FOSTER

PROJECT LOCATION

PACIFIC OCEAN

PROJECT

LOCATION

PACIFIC OCEAN

EAST CHINA SEA

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SIGNAL CORPS MANHOLE

SCREEN

STORM DRAIN MANHOLE

SIDE DIMENSIONAL RATIO

SERVICE

SHEET

SHOWER

SPEED INDICATION

SEWER LINE, STREET LIGHT, SLOPE,

STREET LIGHT BOX

SQUARE METER

SEWER MANHOLE

SAMPLER

SPECIFICATION

SQUARE

SANITARY SEWER

STAINLESS STEEL

STREET

STATION

STANDARD

STEEL

STRAINER

STRUCTURAL

SOLENOID VALVE

SURFACE

TOP

TOP OF CURB, TOP OF CRICKET

TOP CORNER CONCRETE SLAB

TANK DRAIN

TELEPHONE

TEMPORARY

THICK

TOP OF PIPE

TOP OF PAVEMENT, TOP OF PARAPET

TRAFFIC SIGNAL, TOP SLOPE

TRAFFIC SIGNAL LIGHT

TRAFFIC SIGNAL LIGHT BOX

TEMPERATURE SWITCH HIGH

TOP VERTICAL, TOP VALVE

TYPICAL

UNDERGROUND ELECTRICAL

UTILITY POLE

UTILITY POLE W/ STREET LIGHT

URINAL

UNDERSIDE

VOLTS

VOLT ALTERNATING CURRENT

VARIES

VERTICAL CURVE

VERTICAL

VARIABLE FREQUENCY DRIVE

WATER

WITH

WASHER COMPACTOR

WATER LINE

WATER METER

WATER MANHOLE

WORKING PRESSURE

WEIGHT

WATER VALVE, WATER VALVE BOX

WELDED WIRE FABRIC

WASTEWATER TREATMENT PLANT

WATER VALVE HANDHOLE

DEGREE

DIAMETER

TOP STEM

SCH OR SCHED

SCMH

SCR, SCRN

SDMH

SDR

SVCE

SHT

SLB

SMH

SMP

SPEC

SST, SS

STA

STD

STL

STN

STRL OR

SOLV, SV

SURF

TC, T/C

TCCS

T, TEL

TEMP

THK

TOP, TP

TSL

TSLB

TSH

TYP

UP/SL

U/S

VAC

VAR

VERT

VFD

WTR

W OR W/

WHR

WL, W.L.

WMH

WP, WPR

WWF

WWTP

WVH

SWR SEWER

SLP SLOPE

T, TAN TANGENT

WD WOOD

SD SOAP DISPENSER, STORM DRAIN

SECT SECTION

SHV SHELVING

SHTHG SHEATHING

SIM SIMILAR

SGL SINGLE

SLIDING

SOG SLAB ON GRADE

SP SPACE

SR-FEC SEMI-RECESSED

FIRE EXTINGUISHER CABINET

STOR STORAGE

SW STATIC WIRE

SUSP SUSPEND

TRD TREAD

TB TOWEL BAR

T&G TONGUE AND GROOVE

THRES THRESHOLD

TR TRIM

TOW, TW TOP OF WALL

U/C UNDER COUNTER

UOS UNLESS OTHERWISE SPECIFIED

UT UNDERGROUND TELEPHONE

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VRF VARIABLE REFRIGERANT FLOW

WSHR WASHER

WDO WINDOW

WH WATER HEATER, WATER HYDRANT, WALL HUNG

WO WHERE OCCURS

WTRPRF, WP WATERPROOF

WR WATER RESISTANT

SHH SHOWER HEAD (HAND HELD)

SCR SHOWER CURTAIN ROD

SRF SHEET RUBBER FLOORING

TT TERRAZZO TILE

WRGB WATER RESISTANT GYPSUM BOARD

SMRF SPECIAL MOMENT RESISTING FRAME

STIFF. STIFFENER

STRUCT.

T & B TOP AND BOTTOM

TEMP. TEMPERATURE STEEL

REINFORCEMENT

TOF

TOC

TOP OF FOOTING

TOP OF CONCRETE, TOP OF CURB

THRU THROUGH

TOS TOP OF SLAB

TRANS. TRANSVERSE

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

WF WIDE FLANGE

W.J. WALL JOINT

W/O WITHOUT

W.P. WORK POINT

TCLP TOXICITY CHARACTERISTIC

LEACHING PROCEDURE

SW SWITCH, SWITCHING

TD TIME DELAY

TEMP TEMPERATURE

TG TRANSFER GRILLE

TEMPERATURE SENSOR

TSTAT THERMOSTAT

TU TERMINAL UNIT

U/G UNDERGROUND

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

TMF TATAMI MAT FLOORING

SW SHORT WAY

SM FO SINGLE-MODE FIBER OPTIC CABLE

S/N SOLID NEUTRAL

TERM TERMINAL, TERMINATION

TBBIC TELECOMMUNICATIONS BONDING

BACKBONE INTERCONNECTING

BONDING CONDUCTOR

TIA TELECOMMUNICATIONS INDUSTRY

ASSOCIATION

TGB TELECOMMUNICATIONS MAIN GROUND

BUSBAR

TMGB TELECOMMUNICATIONS MAIN GROUND

BUSBAR

TMH TELECOM MAINTENANCE HOLE

VCB VACUUM CIRCUIT BREAKER

VFI VACUUM FAULT INTERRUPTER

WP WEATHERPROOF ENCLOSURE, NEMA

RATING AS INDICATED

WAP WIRELESS ACCESS POINT

XFMR TRANSFORMER

Ø PHASE

AND&

OHMΩ

SVCE SERVICE

SHWR SHOWER

W WASTE, WATER, WEST, WIRE, WIDE,

MATCHLINE

FOR

CONT. SEE

SHEET

A-119

BUILDING SECTION/

ELEVATION

DETAIL SECTION

DETAIL ENLARGEMENT

NUMBER INDICATES

BUILDING SECTION

SHEET NUMBER WHERE

SECTION IS DRAWN

NUMBER INDICATES

DETAIL

SECTION

SHEET NUMBER WHERE

SECTION IS DRAWN

NUMBER INDICATES DETAIL

SHEET NUMBER WHERE

DETAIL IS DRAWN

S-FEC SURFACE MOUNTED

FIRE EXTINGUISHER CABINET

UL UNDERWRITERS LABORATORY

TTD TOILET TISSUE DISPENSER

SH SOAP HOLDER

SND-R SANITARY NAPKIN, RECESSED DISPOSAL

UST UNDERGROUND STORAGE TANK

UFC UNIFIED FACILITIES CRITERIA

TACKABLE SURFACE

TTD TOILET TISSUE DISPENSER

TSCD TOILET SEAT COVER DISPENSER

WC WATER CLOSET

WATTS

WHA WATER HAMMER ARRESTOR

WCO WALL CLEAN OUT

VTR VENT THRU ROOF

1-1 ONE-TO-ONE

ABBREVIATIONS:

X-X

GRAPHIC SYMBOLS:

XXXXX

SND-S

SANITARY NAPKIN DISPOSAL, SURFACE

MOUNTED

UC UNDER CUT

VOC VOLATILE ORGANIC COMPOUND

WOOD STAINEDWS

NORTH ARROW

GRAPHIC SCALE

SCALE: 1 : 2

2000 4000

GRAPHIC SCALE

TITLE

SCALE: 1:50

DRAWING TITLE

ANGLE

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CONSTRUCTION ACTIVITIES SHALL NOT DISRUPT EXISTING ONGOING OPERATIONS IN THE VICINITY.

UPON COMPLETION, REMOVE EXCESS/UNNEEDED MATERIALS FROM ALL EXPOSED SURFACES AND CLEAN THOROUGHLY.

CONTRACTOR TO FIELD VERIFY ALL EQUIPMENT AND MATERIAL SIZES AND PROVIDE ADEQUATE CLEARANCE AS REQUIRED, BEFORE

PROCEEDING WITH THE WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LOSS OR DAMAGE OF EXISTING PROPERTY AND CONDITIONS TO REMAIN

RESULTING FROM CONSTRUCTION ACTIVITIES AND SHALL MAKE GOOD ON ANY LOSS,

DAMAGE, OR INJURY WITHOUT COST TO THE GOVERNMENT.

ALL WORK SHALL STRICTLY CONFORM TO ALL APPLICABLE LOCAL AND FEDERAL CODES, STANDARDS, AND REGULATIONS.

THE CONTRACTOR IS TO FOLLOW DIRECTIONS OF ONLY THE CONTRACTING OFFICER OR THEIR AUTHORIZED REPRESENTATIVE.

CONTRACTOR SHALL PROVIDE COPIES OF APPROVED PERMITS TO THE CONTRACTING

OFFICER PRIOR TO BEGINNING ANY EXCAVATION WORK.

CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE AND IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER OF ANY DISCREPANCIES BEFORE COMMENCING WITH WORK.

COMMENCEMENT OF WORK SIGNIFIES ACCEPTANCE OF EXISTING CONDITIONS.

FOLLOW SPEC SECTION 01 74 19 - "CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT" FOR PROPER DISPOSAL OF

CONSTRUCTION AND DEMOLITION DEBRIS. CONTRACTOR SHALL BE RESPONSIBLE FOR

REMOVAL AND DISPOSAL OF ALL CONSTRUCTION MATERIAL, UNLESS NOTED OTHERWISE.

GENERAL NOTES:

K K

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B R

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ANCHOR BOLT

ALGEBRAIC DIFFERENCE

AMERICANS WITH DISABILITIES ACT

ADJUSTABLE

APPROXIMATE

ARCHITECTURAL OR ARCHITECT

AIR RELEASE VALVE

AMERICAN SOCIETY FOR

ANTI TERRORISM/ FORCE PROTECTION

ASPHALT TREATED BASE

AVENUE

AMERICAN WATER

BOARD

BACK FLOW PREVENTER

BASELINE

BUILDING

BLOCK(S)

BEAM

BOTTOM

BOTTOM SLOPE, BOTTOM SLAB

BALL VALVE, BOTTOM VERTICAL

BOTTOM WALL, BACK WASH

BOX

CABINET

CABLE TELEVISION

CATCH BASIN

CONCRETE CYLINDER PIPE

CORNER CONCRETE SLAB

COMMUNICATION HANDHOLE

CHECK

CAST IRON

CONSTRUCTION JOINT

CHECKERED PLATE

CENTERLINE

CLASS

CHLORINE

CHAINLINK FENCE

CEILING

CONCRETE MASONRY UNIT

CLEANOUT

COLLECTOR

COMMUNICATION

CONVEYOR

CONCRETE

CONDITION

CONNECT, CONNECTION

CONSTRUCT

CONTINUOUS, CONTINUATION

CORPORATION

CLEANOUT TO GRADE

COVER

CONCRETE POWER POLE

CARRIAGE RETURN

CONCRETE RUBBLE MASONRY

CERAMIC TILE

DEFLECTION

DEPARTMENT

DETAIL

DUCTILE IRON, DRAIN INLET

DIAMETER

DUCTILE IRON PIPE

DISTRIBUTOR

DIVISION

DRAIN LINE

DRAIN MANHOLE

DOWN

DRAIN

DRIVEWAY

DRY STANDPIPE

DRIVE UNIT

DRAWING, DRAWINGS

EAST, EDGE

EACH

EDGE ASPHALT CONCRETE

ELECTRICAL BOX

EACH FACE, EXTERIOR FINISH

ELECTRICAL

ELEVATION

ELECTRICAL MANHOLE

ELECTRICAL, OVERHEAD

ELECTRICAL POLE

EQUAL

EDGE OF SIDEWALK

EDGE VEGETATION/BRUSH

EACH WAY

ELECTRIC WATER COOLER

FAN

FIRE ALARM

FIRE ALARM CONTROL PANEL

FIRE DAMPER

FLANGED END

FEDERAL

FINISHED FLOOR

FINISHED GRADE

FIRE HYDRANT

FLANGE

FLASHING

FILTER

FORCE MAIN

FIRE PROTECTION

FIBERGLASS REINFORCED PANEL

FLOOR SINK

FLOW SWITCH LOW

FOOTING

GALVANIZED

GRINDER

GALVANIZED IRON

GUARD POST, GUY POLE, GATE POST

GALVANIZED STEEL

GATE VALVE

HOSE BIBB

HIGH DENSITY POLYETHYLENE

HORIZONTAL

HIGH POINT

INTERCONNECT FACILITY

IRRIGATION CONTROL VALVE

INSIDE DIAMETER, INSIDE DIMENSION

INTERFACILITY LINK

INCORPORATION

INCLUDE, INCLUDING

INVERT

JACKET

JOINT

CURVE COEFFICIENT

KILOGRAM

KILOLITER

KILO PASCAL

KILOVOLT

LATERAL

LAVATORY

POUND(S)

LONG CHORD

LINEAR METER

LOCATION

LOW POINT

LIQUID PETROLEUM GAS

LITER PER SECOND

LEVEL

METER

MANUAL AUTO

MAXIMUM

MAILBOX

MOTOR CONTROL CENTER

MECHANICAL

MANHOLE

MECHANICAL INSTRUMENTATION

MINIMUM

MECHANICAL JOINT

MEAN LOW LOW WATER

MILLIMETER

MONUMENT

MEGAPASCAL

MOUNTED

METAL

MULTIPLE

MIXER

NORTH

NEIGHBORHOOD

NORTH AMERICAN DATUM

NOMINAL DIAMETER

NATIONAL ELECTRIC CODE

NATIONAL FIRE PROTECTION

NORMALLY OPEN

NUMBER

NONPOTABLE WATER

OUTSIDE AIR

ON CENTER

OUTSIDE DIAMETER, OUTSIDE DIMENSION

OVERHEAD ELECTRICAL LINE

OVERHEAD

OVERHEAD ELECTRICAL

OVERLOAD

OFFSET

FACP

FDMPR

FED

FF, FIN FLR

FG, FIN GR

FL, FLG

FLASH

FLT, FLTR

FRP

FLR SK

FSL

FTG

GALV

GDR

GALV STL

GTV, GV

HDPE

HORIZ OR (H)

HP, HPT

ICF

ICV

IFL

INC

INCL

INV, INVT

IPT

JKT

kL kPa

LATL

LAV

LB(S)

LOC

LP, LPT

LPG

LPS

LV, LVL

M, MTR

MAX

MECH

MIN

MLLW

MON

MPa

MTD

MET

MVD

MULT

NBHD

ND, NAD

NEC

NFPA

NO.

NPW

OEL

OVHD, O/H

OH/E

OFS, O/S

ABBREVIATIONS:

ADA

ADJ

APPROX

ARCH

ARV

ASTM

AT/FP

ATB

AVE

AWWA

BFP

BLDG

BLK(S)

BOT OR BOTT

CAB

CATV

CCP

CCS

CHH

CHK

CKPL

CL2

CLF

CLG

CMU

COL

COM, COMM

CNVR

CONC, CC

COND

CONN

CONST

CONT

CORP

COTG

COV

CPP

CRM

DFLCT

DEPT

DET

DI, D.I.

DIA

DIP

DISTR

DIV

D.L.

DMH

DR, DRN

DRW, DWY

DSP

DRU, DU

DWG, DWGS

EAC

EBX

ELEC

EMH

EOH

EQ OR EQL

ESW

EWC

BLO BLOWER

INTEGRATED PRODUCT TEAM,

INTERNAL PIPE THREAD

ID, IDENT IDENTIFICATION

L, LCRV LENGTH OF CURVE

MOT MOTOR

DEG DEGREE

FE FIRE EXTINGUISHER

FOUNT FOUNDATION

FLR FLOOR

FOOT/FEET, FIRE TREATED, FULLY

TEMPERED (GLASS)

AC, A.C. ASPHALTIC CONCRETE

ABV ABOVE

ACST ACOUSTIC

AFF

ABOVE FINISH FLOOR

AGGR

AGGREGATE

ALT OR ALTN

ALTERNATE OR ALTERNATING

AL OR ALUMN

ALUMINUM

ANOD

ANODIZED

AST

ASSEMBLY

BMP BEST MANAGEMENT PRACTICE

BC BOTTOM CURB

BOS BOTTOM OF STRUCTURE

BLKG BLOCKING

COPPER, CUBIC

CONTROL VALVE

C CELSIUS

CEM CEMENT

CLO CLOSET

CM CHANGE OF MATERIALS

CNTR COUNTER

COL COLUMN

CTBB CEMENT TILE BACKER BOARD

CFCI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

D-B DESIGN-BUILD

DRYER

DBL DOUBLE

DEFS DIRECT APPLIED EXTERIOR

FINISH SYSTEM

DOUG FLR DOUGLAS FIR

DIM DIMENSION

DSPL DISPOSAL

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

EJ EXPANSION JOINT

EFS EXTERIOR FINISH SYSTEM

EXH EXHAUST

ENCL ENCLOSURE

EPS EXPANDED POLYSTYRENE

EXP EXPANSION

EXST, EXIST EXISTING

EXT EXTERIOR

FOW

FOF

FOS

FACE OF WALL

FACE OF FINISH

FACE OF STUDS

FOC FACE OF CONCRETE

FS FREE STANDING

TESTING & MATERIALS

A/C AIR CONDITIONER

WORKS ASSOCIATION

GA GAGE

GB GRAB BAR

GL GLASS

GR GRADE

GWB, GYP BD GYPSUM WALL BOARD

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GFM/CI

GOVERNMENT FURNISHED MATERIAL

/CONTRACTOR INSTALLED

HOLLOW CORE

HDBD

HARD BOARD

HOLLOW METAL

HDWD

HARDWOOD

HDW

HARDWARE

HOUR

INTR OR INT. INTERIOR

INSUL INSULATE, INSULATION

KIT KITCHEN

LAB LABORATORY

LVR LOUVER

LT LIGHT

MANUF, MFR MANUFACTURER

MEMB MEMBRANE

MW MICROWAVE

MIRR MIRROR

MISC MISCELLANEOUS

MTG MOUNTING

MULL MULLION

NIC NOT IN CONTRACT

NOMINAL

NTS NOT TO SCALE

ASSOCIATION

OVHG, OH OVERHANG

OPNG

OPP

OPENING

OPPOSITE

ACT ACOUSTICAL CEILING TILE

AWP ACOUSTICAL WALL PANEL

BB BACKER BOARD

CPT CARPET TILE

CF CONCRETE FINISH

DC DECK COATING

EC EXPOSED CEILING

GFRC GLASS FIBER REINFORCED CEMENT

GRL GRILLE

HARD TILE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AWS

AMERICAN WELDING SOCIETY

BAL BALANCE

BS BOTH SIDES

CIP CAST IN PLACE

CLR. CLEAR, CLEARANCE

DBA DOWEL BAR ANCHOR

DIAG DIAGONAL

DL DEAD LOAD

(E) EXISTING

ELEV ELEVATOR, ELEVATION

F.F.E. OR FFEL FINISH FLOOR ELEVATION

GR BM GRADE BEAM

HIGH STRENGHT BOLTHSB

HOLLOW STRUCTURAL SECTIONHSS

IF INSIDE FACE

JIS JAPAN INDUSTRIAL STANDARD

L ANGLE

DOUBLE ANGLE

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG., LONGIT. LONGITUDINAL

LW LONG WAY

MB MACHINE BOLT

(N)

NEW

OF OUTSIDE FACE

OPH OPPOSITE HAND

ASSY

ABOVEGROUND STORAGE TANK

HAZMAT

HAZARDOUS MATERIALS

HID HIGH INTENSITY DISCHARGE

LED LIGHT EMITTING DIODE

AHU

AIR HANDLING UNIT

ACC AIR COOLED CONDENSER

ACCU AIR COOLED CONDENSING UNIT

AFG

ABOVE FINISH GRADE

CD CONDENSATE DRAIN

CH CHILLER

CHW CHILLED WATER

CHWP CHILLED WATER PUMP

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

DX DIRECT EXPANSION

EXH A EXHAUST AIR

EAR EXHAUST AIR REGISTER

EXH FN EXHAUST FAN

ERV

ENERGY RECOVERY VENTILATOR

ET EXPANSION TANK

FCU FAN COIL UNIT

FD FLOOR DRAIN

FLEX. CONN. FLEXIBLE CONNECTION

H-O-A

HAND-OFF-AUTO

LER LINEAR EXHAUST REGISTER

LD LINEAR DIFFUSER

LRR LINEAR RETURN REGISTER

LSD LINEAR SUPPLY DIFFUSER

MOTORIZED VOLUME DAMPER

NORMALLY CLOSED

OAG OUTSIDE AIR GRILLE

OACC OUTSIDE AIR PRECOOLING COIL

ADD ADDITIONAL

AIC

AMPERE INTERRUPTING CAPACITY

AMP OR A

AMPERE

BKBD BACKBOARD

BRKR BREAKER

CND CONDUIT, CONDUCTOR

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

D DEEP, DEPTH,

DIST DISTRIBUTION

DISC. DISCONNECT

EHH ELECTRICAL HANDHOLE

EIA ELECTRONICS INDUSTRY

ASSOCIATION

EPB ELECTRIC PULLBOX

FLA FULL LOAD AMPERE

FO FIBER OPTIC

GE GROUNDING EQUALIZER

GFI GROUND FAULT INTERRUPTER

HIGH

HORSEPOWER

JB, J-BOX JUNCTION BOX

KVA KILOVOLT-AMPERE

kW KILOWATT

LFMC LIQUIDTIGHT FLEXIBLE METAL

CONDUIT

MM FO MULTI-MODE FIBER OPTIC CABLE

NES NATIONAL ELECTRIC SAFETY CODE

NEMA

NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

OCPD OVER CURRENT PROTECTION DEVICE

FDC FIRE DEPARTMENT CONNECTION

BVC

BEGIN VERTICAL CURVE

C, CVL CIVIL

C.L. CHAIN LINK

CON CONVEYOR

CU COPPER

CV CONTROL VALVE, CHECK VALVE

ACOUS PNL,

ACOUSTICAL PANEL

DEMO DEMOLITION

EVC END VERTICAL CURVE

FIN FINISHED

FLR FLOOR

G GROUND, GAS

GI GALVANIZED IRON

HEIGHT

L, LG LENGTH

MTL METAL

OL OVERLOAD

OA OUTSIDE AIR

AD AREA DRAIN

PAVT, PVT

PERF

PLC

PNL

POL

PREP

PRV, PRV'S

PSI

PVC

PVI

POTW

PUMP

PAVEMENT

PORTLAND CEMENT

PLAIN END

PERFORATED

POINT OF INTERSECTION

PLACE

PLATE

PANEL

POLYMER

PREPARATION

PRESSURE REDUCING VALVE(S)

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE (PLASTIC)

POINT OF VERTICAL INTERSECTION

POTABLE WATER

RATE OF FLOW

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PREFAB PREFABRICATED

PREFIN PREFINISHED

PAIR

PT PAINT, POINT

PTD PAINTED

PTDWR PAPER TOWEL DISPENSER, WASTE

RECEPTACLE

PTN PARTITION

QUARRY TILE FLOOR

PHC PRETENSION SPUN HIGH

STRENGTH CONCRETE PILES

PCB POLYCHLORINATED BIPHENYLS

PFB PROVISION FOR FUTURE BREAKER

PET PROTECTOR ENTRANCE TERMINAL

PB PULLBOX, PANELBOARD

PATCH PANEL

PL PROPERTY LINE

PW PUBLIC WORKS, POTABLE WATER

RA, RET

RCP

RECON

REF

REINF

REQD, REQ'D

RFG

RPP

ROW, R/W

RADIAN

RETURN AIR

REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

ROAD, ROOF DRAIN

RECONNECT, RECONNECTION

REFERENCE

REINFORCE, REINFORCEMENT

REQUIRED

RESTRAINING FLANGE / GLAND

ROOM

REDUCED PRESSURE PRINCIPLE

RIGHT-OF-WAY

REF, REFL REFLECTOR

RAD

RADIUS, RISER

RAF RAISED ACCESS FLOORING

REC RECESSED

RECOMM RECOMMENDATION

REFR REFRIGERATOR

RESIL RESILIENT

RH ROBE HOOK

RO ROUGH OPENING

RUBBER TILE

RAR RETURN AIR REGISTER

RP RADON PIPE

R-FEC RECESSED FIRE

EXTINGUISHER CABINET

SCADA

SOUTH

SOLID CORE

SUPERVISORY CONTROL

DATA ACQUISITION

SIGNAL CORPS

SHOWER CURTAIN

STAINED CONCRETE

SUPPLY AIR

SAD SUPPLY AIR DIFFUSER

SEWER, SLOPE, SPREAD,

HVAC

HEATING, VENTILATING, AND

AIR CONDITIONING

GFM/GI

GOVERNMENT FURNISHED MATERIAL

/GOVERNMENT INSTALLED

HMP

HOLLOW METAL, PAINTED

RCB RESILIENT COVE BASE

D.S. DUCT SHAFT

EHD ELECTRIC HAND DRYER

MG MIRROR GLASS

FSS FOLDING SHOWER SEAT

DCS DIAPER CHANGING STATION

PA PUBLIC ADDRESS

PEAS PUBLIC EMERGENCY ADDRESS

MNS MASS NOTIFICATION SYSTEM

FOUO FOR OFFICIAL USE ONLY

ADAABAAG ADA/ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY GUIDELINES

ADA ACCESSIBILITY GUIDELINES

POV

PRIVATELY OWNED VEHICLE

PV PHOTOVOLTAIC

FEC FIRE EXTINGUISHER CABINET

JPMA JAPAN PAINT MANUFACTURERS

ASSOCIATION

EQUIP EQUIPMENT

CSK COUNTERSUNK

ADAAG

IBC INTERNATIONAL BUILDING CODE

ASME

AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

REV REVISION

SYSTEM

LPF LITERS PER FLUSH

LPM LITERS PER MINUTE

NOT APPLICABLE

CW COLD WATER

COR CONTRACTING OFFICER'S

REPRESENTATIVE

FCO FLOOR CLEAN OUT

RPBP REDUCED PRESSURE BACKFLOW

PREVENTER

HW HOT WATER

HWR HOT WATER RETURN

POC POINT OF CONNECTION

FIPT FEMALE IRON PIPE THREADED

DPW DEPARTMENT OF PUBLIC WORKS

HIGH PRESSURE DECORATIVE LAMINATE

HPDL

HWS HOT WATER SUPPLY

JAN JANITOR

SAN

SANITARY

BOTTOMB

BOTTOM CURBBC

MATCH EXISTINGME

MTR METER, MOTOR

PIV POST-INDICATOR VALVE

PWD PUBLIC WORKS DEPARTMENT

CG CORNER GAURD

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Gate 6

Gate 2A

Gate 1

Gate 1B

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103D

103C

21C

13A

1669B

22D

48B

1000A

29A

28A

109B

109A

104A

109C

499C

2602-A

21D

48A

104B

13B

4-SH

22-SH

22D

1001B

TH18

TH-16A

1256A

1018A

1274A

2012A

107A

2014A

2033A

1260A

1148A

2001A

1139A

1144A

1248A

1145A

1279A

1158A

100A

1156A

2368B

102B

TH20

1001A

1303A

1266A

1150A

1252A

TH21

1151A

1147A

1149A

1141A

1277A

1262A

1153A

1161A

1157A

1159A

1250A

1143A

1264A

1301A

1270A

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20000 400000

EXISTING

SOFTBALL

FIELD

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ZUKERAN

ELEMENTARY

SCHOOL

MIKE PETTY FIELD

AND TRACK

TEMPORARY SECURITY FENCE

HAUL ROUTE

GENERAL CONTRACTOR TRAFFIC SAFETY NOTES:

1. THE CONTRACTOR SHALL PROVIDE VEHICLE HAUL ROUTE

PLAN WHICH INCLUDES DETAILS FOR ENTRANCE AND EXIT

LANES AT GATE 6 TO THE CONTRACTING OFFICER.

2. TEMPORARY CHANGES TO TRAFFIC MOVEMENT, MUST BE

ADVISED TO THE CONTRACTING OFFICER AND BASE

PROVOST MARSHAL.

3. IF TRAVEL PATHS FOR PEDESTRIANS ARE IMPACTED OR

BLOCKED AS A RESULT OF THE TEMPORARY SECURITY

FENCE, THE CONTRACTOR SHALL PROVIDE SIGNAGE AND

BARRIERS TO SAFELY DIRECT PEDESTRIANS TO ALTERNATE

PATHWAYS AROUND THE PROJECT SITE.

4. THE CONTRACTOR SHALL NOT PLACE ANY MATERIALS OR

TEMPORARY STRUCTURES WITHIN A 3.0 M CLEAR AREA

ADJACENT TO THE TEMPORARY SECURITY FENCE AT ANY

TIME.

5. ALL EMERGENCIES SHALL IMMEDIATELY REPORTED TO BASE

AGENCIES FOR FIRST RESPONSE.

6. THE CONTRACTOR SHALL MAINTAIN ALL UTILITIES REQUIRED

FOR SAFETY WITHIN THE PROJECT SITE DURING THE

DURATION OF THE PROJECT.

7. CONTRACTOR TO PROVIDE TRAFFIC CONTROL MEASURES

AS NECESSARY TO SUPPORT CONTRACT WORK WHEN

WORKING ON CAMP FOSTER

8. THE CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC

CONTROL PLANS TO THE CONTRACTING OFFICER (CO) AND

BASE PROVOST MARSHAL FOR ACCEPTANCE FOR ANY WORK

WITHIN STREETS AND ROADS.

9. COORDINATE WITH SCHOOL AND BASE PERSONNEL ON ALL

EXITING AND PATHS TO BE MAINTAINED.

10. PEDESTRIAN TRAVEL PATHS SHALL BE MARKED IN HIGH

TRAFFIC AREAS.

11. TRAVEL PATHS FOR GENERAL TRAFFIC AND SITE VEHICLE

MOVEMENTS MUST BE CLEARLY MARKED

EXISTING

HOUSING

APPROXIMATE ALIGNMENT

OF TEMPORARY SECURITY

FENCE

PLACE TEMPORARY

SECURITY FENCE

TOP OF HILLSIDE

PROJECT

LIMITS

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CONTRACTOR HAUL ROUTE SITE PLAN

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CONTRACTOR

HAUL ROUTE

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HOUSING

GATE 6

GATE 1

EXISTING

HOUSING DRAFT

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TENNIS COURTS

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BASKETBALL COURT

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BASKETBALL COURT

8000 16 0000

1. THE IDENTITIES, LOCATIONS, AND QUANTITIES OF ALL HAZARDOUS MATERIALS SHOWN ARE AS DESCRIBED IN THE

HAZARDOUS MATERIALS REPORTS ENTITLED "2010 AHERA ASBESTOS MANAGEMENT PLAN" BY NATIVE ENERGY AND

TECHNOLOGY, INC., "SUPPLEMENTAL HAZARDOUS MATERIALS SURVEY REPORT, ZUKERAN ELEMENTARY SCHOOL" BY AECOM, "LBP BULK SAMPLING REPORT, ZUKERAN ELEMENTARY SCHOOL" BY OKITO KOGYO, CO., LTD., "HAZARDOUS MATERIAL

INSPECTION REPORT, REPLACE KUBASAKI HIGH SCHOOL" BY ENVIRONMENTAL SCIENCE CORPORATION, AND "SUPPLEMENTAL

LEAD SURVEY REPORT EXISTING ZUKERAN ELEMENTARY SCHOOL" BY ENVIRONMENTAL SCIENCE CORPORATION"

(COLLECTIVELY, "THE HAZMAT REPORTS").

2. FOR SAMPLE LOCATIONS AND SURVEY LIMITATIONS, SEE THE HAZMAT REPORTS. CONTRACTOR IS RESPONSIBLE FOR

UNDERSTANDING THE FINDINGS AND LIMITATIONS OF THE HAZMAT REPORTS, INCLUDING THE TYPE AND EXTENT OF

IDENTIFIED HAZARDOUS MATERIALS, AS WELL AS MATERIALS FOUND NOT TO CONTAIN HAZARDOUS MATERIALS.

3. CONTRACTOR SHALL FIELD-VERIFY THE PRESENCE AND QUANTITY OF HAZARDOUS MATERIALS IDENTIFIED IN THE HAZMAT

REPORTS, AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER.

4. SHOULD THE CONTRACTOR IDENTIFY ANY SUSPECT HAZARDOUS MATERIAL THAT IS NOT EVALUATED IN THE HAZMAT

REPORTS, CONTRACTOR SHALL NOT DISTURB SUCH MATERIAL, BUT SHALL IMMEDIATELY REPORT TO THE CONTRACTING

OFFICER AND OBTAIN CONCURRENCE TO IDENTIFY, SAMPLE, ANALYZE, AND EVALUATE SUCH MATERIALS IN ACCORDANCE

WITH THE PROJECT SPECIFICATIONS, PRIOR TO DISTURBANCE.

5. CONTRACTOR SHALL PROPERLY REMOVE, HANDLE, AND DISPOSE OF ALL ASBESTOS-CONTAINING MATERIAL, PRIOR TO WORK

BY OTHER TRADES, USING PROCEDURES OUTLINED IN THE SPECIFICATIONS, AND AS DETAILED IN THE APPROVED ASBESTOS

HAZARD ABATEMENT PLAN.

6. WHERE SUSPECT OR CONFIRMED ASBESTOS-CONTAINING MATERIAL IS ENCOUNTERED, ONLY A QUALIFIED ASBESTOS

ABATEMENT CONTRACTOR POSSESSING A VALID LICENSE SHALL DISTURB SUCH MATERIAL.

7. PAINTS WITH LEAD (BOTH LEAD-BASED PAINT AND LEAD-CONTAINING PAINT) WERE IDENTIFIED. LEAD-BASED PAINT WAS

FOUND TO BE INTACT, WHILE LEAD-CONTAINING PAINT VARIED IN CONDITION FROM INTACT TO POOR, AND WAS FLAKING AND

PEELING IN SOME AREAS. THE CONDITION OF PAINTS WITH LEAD MAY HAVE WORSENED SINCE THE HAZMAT SURVEYS WERE

CONDUCTED. CONTRACTOR SHALL OBSERVE OSHA AND OTHER APPLICABLE REQUIREMENTS, INCLUDING THOSE IN THE

PROJECT SPECIFICATIONS, AND THE CONTRACTOR'S APPROVED LEAD WORK PLAN.

8. PAINTS AND COATINGS CONTAINING LEAD CONCENTRATIONS EXCEEEDING JEGS AND GOJ WASTE MANAGEMENT AND PUBLIC

CLEANSING LAW REGULATORY LIMITS ARE TO BE HANDLED AND DISPOSED OF AS SPECIALLY CONTROLLED INDUSTRIAL

WASTE IN ACCORDANCE WITH GOJ AND LOCAL PREFECTURAL REGULATIONS.

9. ANY SURFACE WHICH APPEARS HOMOGENOUS WITH THE PAINT WITH LEAD DESCRIBED IN THE HAZMAT REPORTS SHALL BE

ASSUMED TO CONTAIN A COMPARABLE AMOUNT OF LEAD, AND SHALL BE HANDLED IN ACCORDANCE WITH ALL APPLICABLE

REGULATIONS AND THE PROJECT SPECIFICATIONS.

10. IF HIDDEN OR OTHER SUSPECT POTENTIALLY HAZARDOUS MATERIAL, WHICH HAS NOT BEEN PREVIOUSLY CHARACTERIZED, IS

ENCOUNTERED DURING DEMOLITION, THE SUSPECT MATERIAL SHALL BE ASSUMED HAZARDOUS UNLESS PROVEN OTHERWISE

BY A QUALIFIED INSPECTOR.

11. DURING ABATEMENT CONTRACTOR SHALL PROTECT ADJOINING AREAS, AND SHALL SECURE THE WORK AREA, PRIOR TO

DISTURBING ANY MATERIAL. CONTRACTOR SHALL MAINTAIN CRITICAL BARRIERS, ISOLATION, AND WARNING SIGNS DURING

ALL ABATEMENT OPERATIONS, UNTIL FINAL CLEARANCE HAS BEEN APPROVED, FOR EACH WORK AREA.

12. CONTRACTOR SHALL CONDUCT WASTE CHARACTERIZATION OF ALL DISCRETE AND IDENTIFIABLE WASTE STREAMS (E.G., CONCRETE FROM DEMOLISHED BUILDINGS, ASPHALTIC PAVEMENT, ETC.), AS REQUIRED BY THE DISPOSAL SITE, LOCAL

REGULATIONS, AND THE JAPANESE ENVIRONMENTAL GOVERNING STANDARDS, AND IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS AND THE CONTRACTOR'S APPROVED HAZARDOUS WASTE MANAGEMENT PLAN.

13. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS IN THE PROJECT SPECIFICATIONS, APPLICABLE FEDERAL AND LOCAL

REGULATIONS, THE JAPANESE ENVIRONMENTAL GOVERNING STANDARDS (JEGS), AND BASE REQUIREMENTS. WHERE SUCH

PROVISIONS DIFFER, THE MORE STRINGENT SHALL APPLY.

SUMMARY OF ASBESTOS-CONTAINING MATERIAL

DESCRIPTION SYMBOL QUANTITY UNIT

ROOFING MATERIAL - ALL BUILDINGS EXCEPT

22, 24, AND 41R, AND ALL COVERED

WALKWAYS EXCEPT NEAR BUILDING 41R

8067 SM

SUMMARY OF PAINT WITH LEAD ON ROOFS AND GROUND FEATURES

DESCRIPTION OF LEAD-BASED PAINT (LBP)

LOCATION

BLACK AND YELLOW PAINT ON 8 BOLLARDS NEAR AST GROUND

YELLOW PAINT IN STAFF PARKING LOT GROUND

YELLOW PAINT IN ROADS AND CURBS GROUND

RED PAINT IN ROADS AND CURBS GROUND

SUMMARY OF OTHER POTENTIALLY HAZARDOUS MATERIAL

DESCRIPTION LOCATION QUANTITY UNIT

55-GALLON DRUMS, UNKNOWN

CONTENTS

ALCOVE ON ROOF OF

BLDG 24

2 EA

FUEL AST

SOUTHWEST OF PARKING

LOT

1 EA

HAZARDOUS MATERIALS ABATEMENT NOTES:

TABLE NOTES:

SEE TABLE NOTES ON SHEET H102.

PAINT WITH LEAD NOTES:

ALL PAINT ON ROOF CONTAINS LEAD, BUT NO LBP DETECTED ON ROOF.

F I R

I S

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A R

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O A

FUEL AST SOUTHWEST OF

PARKING LOT

(APPROXIMATE LOCATION)

BLDG 41R

BLDG 25

BLDG 38

BLDG 22

BLDG 23

BLDG 24

NO ASBESTOS DETECTED ON BLDG 41R

OR NEARBY COVERED WALKWAY

ASBESTOS

DETECTED IN

MOST ROOFING

MATERIAL,

INCLUDING ON

MOST COVERED

WALKWAYS

NO ASBESTOS

DETECTED ON

ROOFS OF BLDG

22 OR 24

TWO 55-GALLON DRUMS IN

ALCOVE ON BLDG 24 ROOF

(APPROXIMATE LOCATION)

BLACK AND WHITE

LEAD-BASED PAINT

ON BOLLARDS

YELLOW

LEAD-BASED PAINT

STRIPES IN

PARKING LOT

(APPROXIMATE

LOCATIONS AND

EXTENTS)

YELLOW AND RED

LEAD-BASED PAINT

STRIPES IN

ROADWAYS AND

ON CURBS

BLDG 40BLDG 41 BLDG 39

BLDG 36

BLDG 37

BLDG 33

BLDG 34

BLDG 35

BLDG 31

BLDG 32

SCALE: 1 : 400

GRAPHIC SCALE

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE

NOTED.

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HAZARDOUS MATERIALS ABATEMENT ROOF PLAN

SCALE: 1:400

H-101

H A

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B A

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NDRAFT

SEE HAZARDOUS ABATEMENT NOTES ON SHEET H101.

NOTES:

BLDG 41R:

NO ASBESTOS DETECTED

BLDG 41 BLDG 40 BLDG 39 BLDG 25:

NO HAZARDOUS MATERIALS DETECTED

BLDG 38 BLDG 37 BLDG 36

BLDG 35 BLDG 34 BLDG 33

LEAD-BASED PAINT ON BOTH SIDES OF ALL

INTERIOR DOORS AND DOORFRAMES IN

BUILDING 41R

ASBESTOS-CONTAINING

GASKET IN ROOM D3C

ASBESTOS-CONTAINING

GASKET IN ROOM J102

ASBESTOS-CONTAINING

GASKET IN ROOM C3C

THREE

ASBESTOS-CONTAINING

SINKS IN ROOM C9

ASBESTOS-CONTAINING

GASKET IN ROOM J102

4000 80000

B1 B2 B3 B4 B5 B6 B7

M101

SUMMARY OF ASBESTOS-CONTAINING MATERIAL

DESCRIPTION SYMBOL UNIT QUANTITY

BLDG 33: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 25

BLDG 34: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 318

BLDG 35: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 234

BLDG 36: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 169

BLDG 37: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 318

BLDG 38: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 234

BLDG 39: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 156

BLDG 40: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 318

BLDG 41: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 234

GASKETS N/A EA 6

SINKS WITH ASBESTOS COATING N/A EA 3

LEGEND:

INTERIOR DOOR AND DOOR FRAME WITH LEAD-BASED PAINT

EXIT LIGHT WITH POSSIBLE RADIOACTIVE ELEMENT

SUMMARY OF LEAD-BASED PAINT

SYMBOL UNIT QUANTITY

LEAD-BASED PAINT ON INTERIOR DOORS AND FRAMES EA 3

SUMMARY OF OTHER POTENTIALLY HAZARDOUS MATERIAL

LOCATION UNIT QUANTITY

EXIT SIGNS (NOT LED)

BLDG 33 EA 2

FLUORESCENT LIGHT FIXTURES

ALL BUILDINGS THIS

SHEET

EA 514

HID LIGHT FIXTURE AND BALLAST

EDGE OF EXTERIOR

ROOFS

EA 5

ROOM ID

41R

41 40 39

38 37 36

35 34

32 31 22

SITE KEY PLAN

NO SCALE

HID LIGHT AND BALLAST ON BUILDING EXTERIOR

ASBESTOS-CONTAINING

GASKET IN ROOM B3C

ASBESTOS-CONTAINING

GASKET IN ROOM J102

SCALE: 1 : 200

GRAPHIC SCALE

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUT/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE

NOTED.

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HAZARDOUS MATERIALS ABATEMENT FLOOR PLAN NORTH

SCALE: 1:200

C4 C5 C6 C7 C8 C9

D1 D2 D3

C1 C2 C3

D4 D5 D6 D7 D8 D9

DRAFT

AutoCAD SHX Text E

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BLDG 32 BLDG 31

A1 A2 A3 A4 A5 A6 A7

SUMMARY OF ASBESTOS-CONTAINING MATERIAL

DESCRIPTION SYMBOL UNIT QUANTITY

BLDG 22: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 459

BLDG 24: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 87

BLDG 31: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 320

BLDG 32: FLOOR TILE AND/OR ASSOCIATED MASTIC SM 245

WALL PANEL, BLDG 22, CORRIDOR C202

N/A SM 2

GASKETS N/A EA 20

SINKS WITH ASBESTOS COATING N/A EA 5

SUMMARY OF LEAD-BASED PAINT

SYMBOL UNIT QUANTITY

LEAD-BASED PAINT ON DOORS AND FRAMES EA 5

LEAD-BASED PAINT ON WALLS AND CEILING OF

CORRIDOR C101 IN BLDG 24

SM 276

ORANGE LEAD-BASED PAINT ON EXTERIOR

CONCRETE WALLS OF BLDGS 31 AND 32

SM 209

SUMMARY OF OTHER POTENTIALLY HAZARDOUS MATERIAL

LOCATION UNIT QUANTITY

EXIT SIGNS (NOT LED)

BLDG 23 EA 5

EXIT SIGNS (NOT LED)

BLDG 24 EA 2

FLUORESCENT LIGHT FIXTURES ALL BUILDINGS EA 384

HID LIGHT FIXTURE AND BALLAST

EDGE OF EXTERIOR ROOFS

AND INSIDE GYM

EA 41

BLDG 22

2ND FLOOR

BLDG 22

1ST FLOOR

BLDG 24

BLDG 23

ORANGE LEAD-BASED PAINT

ON BLDG 32 EXTERIOR

CONCRETE WALLS

ASBESTOS-CONTAINING

GASKET IN ROOM J102

ASBESTOS-CONTAINING

SINK IN ROOM 1F

ASBESTOS-CONTAINING

SINK IN ROOM 1B

ASBESTOS-CONTAINING

SINK IN ROOM 1C

UP TO 18 ASBESTOS-CONTAINING

GASKETS IN ROOM M102

M102

C101

34 HID LIGHTS INSIDE

THE GYM (ROOM 112)

ASBESTOS-CONTAINING

SINK IN ROOM 6

ASBESTOS-CONTAINING

SINK IN ROOM 4

ASBESTOS-CONTAINING

PANEL PREVIOUSLY

IDENTIFIED IN CORRIDOR

C202. LOCATION COULD

NOT BE CONFIRMED.

SEE HAZARDOUS ABATEMENT NOTES ON SHEET H101.

NOTES:

4000 80000

LEGEND:

DOOR AND DOOR FRAME WITH LEAD-BASED PAINT

EXIT LIGHT WITH POSSIBLE RADIOACTIVE ELEMENT

ROOM ID

41R

41 40 39

38 37 36

35 34

32 31 22

SITE KEY PLAN

NO SCALE

ASBESTOS-CONTAINING

GASKET IN ROOM A3C

ORANGE LEAD-BASED PAINT

ON BLDG 31 EXTERIOR

CONCRETE WALLS

TABLE NOTES:

SEE TABLE NOTES ON SHEET H102.

HID LIGHT AND BALLAST ON BUILDING EXTERIOR

SCALE: 1 : 200

GRAPHIC SCALE

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HAZARDOUS MATERIALS ABATEMENT FLOOR PLAN SOUTH

SCALE: 1:200

H-103

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28120.110

55.187

53.732

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58.661

56.961

53.775

56.900

42.712

46.962

49.391

50.001

47.630

47.820

47.843

47.767

51.760

52.134

51.768

28074.87533536.88611-8

28130.04533535.51111-7

28177.04233509.46511-6

28177.04333455.89811-5

28177.10633413.18611-4

28179.28333356.32811-3

28175.92433302.65811-2

33291.28711-1

28061.66433296.300FK3-15

COORDINATES

ELEVATIONDISTANCENo

119.438

63.390

FK04-5

FK04-4

FK04-3

53.88528359.90933514.829

49.57628337.89533397.437

52.27028324.65333335.446

3-1

51.696

46.998

27992.38933669.240

H26-FK

49.362

54.133

27950.91233647.13811-12

63.049

56.833

47.584

48.675

47.346

27970.62933547.86311-10

28029.42033525.08511-9

27938.18133594.52311-11

SCALE: 1: 800

160000 32000

1. THE SURVEY IS REFERENCED TO THE JAPANESE

GEODETIC SYSTEM 2011 (JGD2011) ZONE 15

COORDINATE SYSTEM.

2. THE TABLE BELOW SHOWS THE INFORMATION FOR

THE SITE CONTROL POINTS ARE ESTABLISHED

AROUND THE ENTIRE PERIMETER OF THE

PROJECT AREA AND CAN BE IDENTIFIED AS BLUE

PAINTED CROSS NOTCHES OR BRONZE NAILS

WITH BLUE PLASTIC CAPS INSTALLED IN

SIDEWALKS, PAVEMENT AND MANHOLE RIMS.

REFER TO CONTROL POINTS TABLE FOR CONTROL

POINTS LOCATIONS.

SURVEY NOTES:

TELEPHONE LINE

DRAIN PIPE

SEWER PIPE

OVERHEAD ELECTRIC LINE

DRAIN MANHOLE

ELECTRIC LINE

WATER PIPE

BENCH MARK

CONTROL POINT

ASPHALT PAVEMENT

WATER MANHOLE

ELECTRIC MANHOLE

WATER VALVE

SEWER MANHOLE

TRAFFIC SIGN

TELEPHONE MANHOLE

KENCHI BLOCK

FIRE HYDRANT

ELECTRIC POLE

LIGHT POLE

VEGETATION BOUNDARY

WASTE LAND

TURF AREA

TREES

L-TYPE DITCH

HEDGE

BANISTER

GUARDRAIL

GRATING

OPEN DITCH

STONE DITCH

SYMBOL

BUILDING

OUTCROP

FENCE

BLOCK WALL

CONCRETE PAVEMENT

DESCRIPTION

LEGEND

RETAINING WALL

ASPHALT BOUNDARY LINE

TELEPHONE POLE

(WIRE=TENSION WIRE)

SITE TOPOGRAPHIC SURVEY

SCALE: 1:800

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SHOWN IN CALLOUT/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE

NOTED.

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IN46.43

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OUT46.18

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IN46.10

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DMH

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TOP52.23

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DMH

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TOP52.27

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DMH

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TOP50.72

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DMH

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TOP49.06

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DMH

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TOP47.73

AutoCAD SHX Text

DMH

AutoCAD SHX Text

TOP47.44

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DMH

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TOP47.36

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OUT46.76

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200CP

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OUT46.26

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IN46.34

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OUT46.37

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200CP

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200CP

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IN46.76

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OUT46.31

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OUT46.42

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IN46.38

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200VP

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OUT51.21

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IN51.19

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300VP

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OUT51.07

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TOP52.19

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OUT51.58

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200VP

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OUT51.51

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IN50.92

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OUT50.84

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IN50.96

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OUT50.98

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200VP

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DMH

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TOP52.04

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300VP

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IN50.77

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OUT49.30

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800CP

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TOP51.86

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IN48.88

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OUT47.01

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TOP50.66

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800CP

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IN46.91

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OUT45.82

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800CP

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TOP48.66

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IN45.67

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OUT45.65

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800CP

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TOP47.48

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300CP

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300CP

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IN46.25

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OUT46.25

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IN46.17

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OUT45.81

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700CP

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IN45.70

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IN44.03

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OUT43.83

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IN45.58

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DMH

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TOP47.31

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1100CP

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IN43.60

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OUT43.59

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IN46.31

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300CP

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OUT46.17

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IN46.04

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300CP

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DMH

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TOP47.53

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1100CP

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300CP

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OUT46.55

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IN46.57

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OUT46.76

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300CP

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300CP

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OUT46.53

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OUT46.74

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300C…

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