W912HV-19-B-0001_Drawings.pdf

PDF 20 MB Posted Oct 12, 2018

Attached to: FY18 PN87208 Medical Clinic Addition/Alteration, Building 704, Camp Zama, Japan
Solicitation number: W912HV-19-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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W912HV-19-B-0001 Drawings

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File	Type	Posted
Abstract_of_Bids_OF_1419_W912HV-19-B-0001.pdf	PDF	Jan 31, 2019
W912HV-19-B-0001-Am0002.pdf	PDF	Jan 6, 2019
W912HV-19-B-0001-Am0002_Revised_Drawings.pdf	PDF	Jan 6, 2019
W912HV-19-B-0001-Am0002_Revised_Specifications.pdf	PDF	Jan 6, 2019
W912HV-19-B-0001-Am0001.pdf	PDF	Nov 14, 2018
W912HV-19-B-0001-Am0001_Revised_Drawings.pdf	PDF	Nov 14, 2018
Base_Access_Request_W912HV-19-B-0001.xls	XLS spreadsheet	Oct 12, 2018
W912HV-19-B-0001_Solicitation.pdf	PDF	Oct 12, 2018
W912HV-19-B-0001_Specifications.pdf	PDF	Oct 12, 2018
Draft_W912HV-19-B-0001_Drawings_Draft.pdf	PDF	Sep 20, 2018
Draft_W912HV-19-B-0001_Specifications_Draft.pdf	PDF	Sep 20, 2018

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US Army Corps of Engineers

FY18 PN87208

MEDICAL CLINIC ADDITION/ALTERATION, BLDG 704

CAMP ZAMA, JAPAN

DATE

DATEMARK C. JONES, P.E., PMP

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

DATE

U.S. ARMY CORPS OF ENGINEERS

JAPAN DISTRICT

PROJECT RENDERING

THIS PROJECT WAS DESIGNED BY JAPAN DISTRICT OF THE U.S. ARMY CORPS OF

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS

OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE

OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMEDATION AND

APPROVAL OF DRAWINGS IN THIS SET.

AMY FERRER

PROJECT MANAGER

STEPHEN J. KARWAN, P.E.

CHIEF, ENGINEERING BRANCH

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GENERAL NOTES:

LEGEND:

HAUL ROUTE

CONTRACTOR

STAGING AREA

NEW BUILDING ADDITION

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SHEET ID SHEET TITLE SHEET ID SHEET TITLE

REV.

STATUS

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STATUS

REVISIONS

SHEET ID

REV.

LTR

ZONE DESCRIPTION DATE BY APPR.

G-001 COVER SHEET

PROJECT MAP, LOCATION MAP AND BASE MAP

CONTRACTOR LAYDOWN AREA AND HAUL ROUTE

SCHEDULE OF DRAWINGS

G-002

G-003

G-004

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V-101 EXISTING SITE TOPOGRAPHY PLAN

CIVIL SHEETS

STRUCTURAL SHEETS

ARCHITECTURAL SHEETS

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C-301 CLINICAL ADDITION SITE CROSS-SECTION A-A

C-201 CLINICAL ADDITION STORM DRAIN PROFILES

C-501 MISCELLANEOUS DETAILS

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S-020 TYPICAL CONCRETE WALL DETAILS

S-101 FOUNDATION PLAN

S-102 FIRST FLOOR FRAMING PLAN

S-103 ROOF FRAMING PLAN

S-201 WALL ELEVATIONS

S-202 WALL ELEVATIONS

S-301 BUILDING SECTIONS

S-302 SECTION AND DETAILS

S-303 SECTION AND DETAILS

S-304 SECTION AND DETAILS

S-501 PILE CAP AND FOOTING DETAILS

S-502 PILE CAP AND FOOTING TIE BEAM DETAILS

S-503 CONCRETE COLUMN DETAILS

S-504 CONCRETE BEAM SCHEDULE

S-505 CONCRETE BEAM PROFILES

S-506 TYPICAL CONCRETE BEAM AND DOOR OPENING REINFORCING DETAILS

A-101 OVERALL GROUND FLOOR PLAN AND DEMOLITION PLAN

A-102 GROUND FLOOR PLAN

A-103 ROOF PLAN

A-111 REFLECTED CEILING PLAN

A-201 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

A-401 PERGOLA PLAN AND ELEVATIONS

A-402 MOUNTING HEIGHTS AND TOILET INTERIOR ELEVATIONS

A-411 EQUIPMENT PLAN

FIRE PROTECTION SHEETS

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SHEET ID

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A-502 GENERAL ARCHITECTURAL DETAILS

A-503 DOOR AND WINDOW DETAILS

A-601 DOOR SCHEDULE

A-602 WINDOW SCHEDULE

F-401

FIRE ALARM AND MASS NOTIFICATION ENLARGED FLOOR PLAN

F-411

F-611

F-001

FIRE ALARM GENERAL NOTES AND LEGENDF-011

FIRE SPRINKLER GENERAL NOTES AND LEGEND

F-101

FIRE ALARM OVERALL FLOOR PLAN

P-001 PLUMBING GENERAL NOTES, EQUIPMENT SCHEDULE, AND LEGEND

P-101 PLUMBING OVERALL FLOOR PLAN

P-401 PLUMBING ENLARGED FLOOR PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING ISOMETRIC DIAGRAMS

C-101

C-111

SITE DEMOLITION PLAN

SITE AND LANDSCAPING PLAN

A-603 PARTITION TYPE SCHEDULE

I-101 FINISH PLAN

I-102

INTERIOR ELEVATIONS

I-402 INTERIOR ELEVATIONS

I-403 INTERIOR ELEVATIONS

I-501 INTERIOR DETAILS

I-502 INTERIOR DETAILS

I-601 ROOM FINISH SCHEDULE

I-401

GROUND FLOOR SIGNAGE PLAN

I-503 SIGNAGE DETAILS

I-602 SIGNAGE SCHEDULE

M-001 MECHANICAL GENERAL NOTES AND LEGEND

M-601 MECHANICAL SCHEMATIC DIAGRAMS AND SEQUENCE OF OPERATIONS

M-603 MECHANICAL ISOMETRIC DIAGRAMS

M-102 MECHANICAL OVERALL ROOF PLAN

M-401 MECHANICAL CRAWLSPACE FLOOR PLAN

M-402 MECHANICAL ENLARGED FLOOR PLAN

M-403 MECHANICAL PIPING ENLARGED FLOOR PLAN

M-501 MECHANICAL DETAILS

M-101 MECHANICAL OVERALL CRAWL SPACE PLAN

M-604 MECHANICAL EQUIPMENT SCHEDULES

M-605 MECHANICAL VAV BOX SCHEDULE AND ROOM BY ROOM SUMMARY

MECHANICAL SHEETS

G-004

S C

H E

D U

R A

W I N

G S

J R

D H

W G

S-401 AIR HANDLER UNIT SUPPORT

M-602 MECHANICAL DDC POINTS LIST, SYSTEM ARCHITECTURE AND CONTROL DIAGRAMS

ABBREVIATIONSG-005

A-001 EXISTING CONDITIONS AND DEMOLITION PLAN

ELECTRICAL SHEETS

TELECOMMUNICATION SHEETS

LIFE SAFETY OVERALL FLOOR PLAN

G-101 BLAST LOAD REQUIREMENTS FOR EXTERIOR WINDOWS AND DOORS

G-102

M-404 MECHANICAL ENLARGED ROOF PLAN

G-401 LIFE SAFETY ENLARGED FLOOR PLAN

INTERIOR SHEETS

SHEET TITLE

F-111

FIRE SPRINKLER OVERALL FLOOR PLAN

G-006 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

A-604 EQUIPMENT SCHEDULE

E-001 ELECTRICAL GENERAL NOTES AND LEGEND

E-101 OVERALL BUILDING ELECTRICAL PLAN

E-102 GROUND FLOOR ELECTRICAL PLAN

E-103 GROUND FLOOR LIGHTING PLAN

E-104 GROUND FLOOR EQUIPMENT PLAN

E-401 ENLARGED ELECTRICAL ROOM PLAN

E-602 LIGHTING CONTROL DIAGRAM

E-701 PANEL SCHEDULES

E-702

E-703 PANEL SCHEDULES

E-704 LUMINAIRE SCHEDULE

PANEL SCHEDULES

E-105 ROOF ELECTRICAL PLAN

E-601 ONE LINE DIAGRAM

T-001 TELECOMMUNICATION GENERAL NOTES AND LEGEND

T-101 OVERALL BUILDING TELECOMMUNICATION PLAN

T-102 GROUND FLOOR TELECOMMUNICATIONS PLAN

T-401 ENLARGED TELECOMMUNICATIONS ROOM PLAN

T-501 TELECOMMUNICATION DETAILS

T-601 RISER DIAGRAMS

T-602 TYPICAL CABLE TRAY DETAILS

FIRE SPRINKLER ENLARGED FLOOR PLAN

FIRE ALARM ONE-LINE DIAGRAM AND SEQUENCE OF OPERATIONS MATRIX

A-605 AIR BARRIER DIAGRAMS

S-507 CONCRETE SLAB SCHEDULE AND DETAILS

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

A M

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

I N

I T

I O

N A

L T

E R

A T

I O

B L

BLDG 704

FINAL

O C

T O

B E

C-202 CLINICAL ADDITION STORM DRAIN PROFILES

C-503 MISCELLANEOUS DETAILS

C-504 MISCELLANEOUS DETAILS

M-405 MECHANICAL ENLARGED ROOF PLAN - BLDG 704

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, CLN'G

CLR

CMU

COL

COM

CNVR

CONC, CC

COND

CONN

CONST

CONT

CORP

COTG

COV

CPP

CRM

DEFL

DML

DEPT

DET

DI, D.I.

DIA

DIP

DISTR

DIV

D.L.

DMH

DOH

DR, DRN

DRW

DSP

DRU, DU

DWG, DWGS

DWY

E, ELEC

EAC

EASTPAC

EBX

ELEC

EMH

EOH

EQ OR EQL

ESW

EWC

ANCHOR BOLT

ALGEBRAIC DIFFERENCE

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

CHECKERED

CAST IRON

CONSTRUCTION JOINT

CHECKERED PLATE

CENTERLINE

CLASS

CHLORINE

CHAINLINK FENCE

CEILING

CLEARANCE

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

DEMOLITION

DEPARTMENT

DETAIL

DUCTILE IRON, DRAIN INLET

DIAMETER

DUCTILE IRON PIPE

DISTRIBUTOR

DIVISION

DRAIN LINE

DRAIN MANHOLE

DOWN

DEPARTMENT OF HEALTH

DRAIN

DRIVEWAY

DRY STAND PIPE

DRIVE UNIT

DRAWING, DRAWINGS

DRIVEWAY

EAST, EDGE, ELECTRICAL

EACH

EDGE ASPHALT CONCRETE

EASTERN PACIFIC OCEAN

ELECTRICAL BOX

EACH FACE

ELECTRICAL

ELEVATION

ELECTRICAL MANHOLE

ELECTRICAL, OVERHEAD

ELECTRICAL POLE

EQUAL

EDGE OF SIDEWALK

EDGE VEGETATION/BRUSH

EACH WAY

ELECTRIC WATER COOLER

FACP

FED

FH, FHY

FNSH

FL, FLG

FLT, FLTR

FRP

FSK

FSL

FTG

GND

GA, GALV

GDR

GALVI

GALVS

GTV, GV

HGT

HDPE

HORIZ OR (H)

HP, HPT

ICF

ICV

IFL

INC

INCL

INV, INVT

IPT

JKT

kPa

LATL

LAV

LB(S)

LOC

LPG

LPS

LV, LVL

M, m

MAX

MECH

MIN

MLLW

mm, MM

MON

MPa

MTD

MET

MULT

FAN

FIRE ALARM

FIRE ALARM CONTROL PANEL

FIRE DAMPER

FLANGED END

FEDERAL

FINISHED FLOOR

FINISHED GRADE

FIRE HYDRANT

FINISH

FLANGE

FLASHING

FILTER

FORCE MAIN

FIRE PROTECTION

FIBERGLASS REINFORCED PANEL

FLOOR SINK

FLOW SWITCH LOW

FOOTING

GROUND

GALVANIZED

GRINDER

GALVANIZED IRON

GUARD POST, GUY POLE, GATE POST

GALVANIZED STEEL

GATE VALVE

HEIGHT

HOSE BIBB

HIGH DENSITY POLYETHYLENE

HORIZONTAL

HIGH POINT

INTERCONNECT FACILITY

IRRIGATION CONTROL VALVE

INSIDE DIAMETER

INTERFACILITY LINK

INCORPORATION

INCLUDE, INCLUDING

INVERT

JACKET

JOINT

CURVE COEFFICIENT

KILOGRAM

KILOLITER

KILO PASCAL

KILOVOLT

LENGTH

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

NBHD

NAD

ND, NAD

NEC

NFPA

NO.

NPDES

NPW

OEL

OVHD, O/H

OH/E

OVLD

OFS, O/S

NORTH

NEIGHBORHOOD

NORTH AMERICAN DATUM

NOMINAL DIAMETER

NATIONAL ELECTRIC CODE

NATIONAL FIRE PROTECTION

NORMALLY OPEN

NUMBER

NATIONAL POLLUTANT DISCHARGE

NONPOTABLE WATER

OUTSIDE AIR

ON CENTER

OUTSIDE DIAMETER

OVERHEAD ELECTRICAL LINE

OVERHEAD

OVERHEAD ELECTRICAL

OVERLOAD

OFFSET

ELIMINATION SYSTEM

G-005

A B

B R

E V

I A

T I O

N S

J W

D H

INTEGRATED PRODUCT TEAM,

INTERNAL PIPE THREAD

ABBREVIATIONS:

BLO BLOWER

CVL CIVIL

ID, IDENT IDENTIFICATION

L, LCRV LENGTH OF CURVE

MOT MOTOR

DEG DEGREE

FEXT FIRE EXTINGUISHER

FDN FOUNDATION

FL OR FLR. FLOOR

FT FOOT/FEET

AC ASPHALTIC CONCRETE

ABV ABOVE

ACST ACOUSTIC

AFF

ABOVE FINISH FLOOR

AGGR

AGGREGATE

ALT OR ALTN

ALTERNATE OR ALTERNATING

AL OR ALUMN

ALUMINUM

ANDZ

ANODIZED

ASSY

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

CTR COUNTER

COL COLUMN

CTBB CEMENT TILE BACKER BOARD

CTSK COUNTERSUNK

CFCI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

DB DESIGN BUILD

DRYER

DBL DOUBLE

DEFS DIRECT APPLIED EXTERIOR

FINISH SYSTEM

DF 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 FRAMING

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 GYPSUM WALL BOARD

GFCI GROUND FAULT CURRENT

INTERRUPTER

GFM/CI

GOVERNMENT FURNISHED MATERIAL

/CONTRACTOR INSTALLED

HOLLOW CORE

HARD BD

HARD BOARD

HOLLOW METAL

HDWD

HARDWOOD

HDW

HARDWARE

HOUR

INTR OR INT. INTERIOR

INSUL INSULATE, INSULATION

KIT KITCHEN

LAB LABORATORY

LIN LINEN

LVR LOUVER

LT LIGHT

MANUF MANUFACTURER

MEMB MEMBRANE

MICRO MICROWAVE

MIR MIRROR

MISC MISCELLANEOUS

MTG MOUNTING

MUL MULLION

NIC NOT IN CONTRACT

NOM

NOMINAL

NTS NOT TO SCALE

ASSOCIATION

OVHG 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

ADD'L ADDITIONAL

AWS

AMERICAN WELDING SOCIETY

BAL BALANCE

B.S. BOTH SIDES

C.I.P. OR CIP CAST IN PLACE

CLR. CLEAR

DBA DOWEL BAR ANCHOR

DIAG. DIAGONAL

DL DEAD LOAD

(E) EXISTING

ELEV, EL ELEVATOR, ELEVATION

F.F.E. OR FFE FINISH FLOOR ELEVATION

GB GRADE BEAM

HIGH STRENGHT BOLTHSB

HOLLOW STRUCTURAL SECTIONHSS

I.F. 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

O.F. OUTSIDE FACE

O.H. OPPOSITE HAND

AST

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

EA EXHAUST AIR

EAR EXHAUST AIR REGISTER

EF EXHAUST FAN

ERV

ENERGY RECOVERY VENTILATOR

ET EXPANSION TANK

FCU FAN COIL UNIT

FD FIRE DRAIN

FD FLOOR DRAIN

FLEX. CONN. FLEXIBLE CONNECTION

H-O-A

HAND-OFF-AUTO

LER LINEAR EXHAUST REGISTER

LOD LINEAR OUTSIDE AIR DIFFUSER

LRR LINEAR RETURN REGISTER

LSD LINEAR SUPPLY DIFFUSER

MVD, MX

MOTORIZED VOLUME DAMPER

N.C., ND

NORMALLY CLOSED

OAG OUTSIDE AIR GRILLE

OACC OUTSIDE AIR PRECOOLING COIL

ADD ADDITIONAL

AIC AMPERE INTERRUPTING CAPACITY

AMP OR A AMPERE

BKBD BACKBOARD

BKR BREAKER

C 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 INTERUPTER

GRS GALVANIZED RIGID STEEL

HIGH

HORSEPOWER

JB JUNCTION BOX

KVA KILOVOLT-AMPERE

KW KILOWATT

LFMC LIQUIDTIGHT FLEXIBLE METAL

CONDUIT

MLO MAIN LUGS ONLY

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

B BOTTOM, BLOWER

BVC

BEGIN VERTICAL CURVE

C CIVIL

C.L. CHAIN LINK

CON CONVEYOR

CU COPPER

CV CONTROL VALVE, CHECK VALVE

AP ACOUSTICAL PANEL

DRAIN, DIAMETER,

DEMO DEMOLITION

EVC END VERTICAL CURVE

FIN FINISHED

FLR FLOOR

G GROUND, GAS

GI GALVANIZED IRON

GS GALVANIZED STEEL

H, HT

HEIGHT

L LENGTH

MTL METAL

MTR METER

OL OVERLOAD

OSA OUTSIDE AIR

AD AREA DRAIN

PAVT, PVT

PERF

PNL

POL

PREM-ID

PREP

PRV, PRV'S

PSI

PSL

PVC

PVI

POTW

PUMP

PAVEMENT

PORTLAND CEMENT

PLAIN END

PERFORATED

POINT OF INTERSECTION

PLACE

PLATE

PANEL, PANELBOARD

POLYMER

PREMISE IDENTIFICATION

PREPARATION

PRESSURE REDUCING VALVE(S)

PER SQUARE INCH

PEDESTRIAN SIGNAL LIGHT

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

POTABLE WATER

RATE OF FLOW

PIP POURED IN PLACE

PLAM PLASTIC LAMINATE

PLMB PLUMBING

PLYWD PLYWOOD

PREFAB PREFABRICATED

PREFIN PREFINISHED

PAIR

PNT PAINT

PTD PAINTED

PTDWR-1,-2 PAPER TOWEL DISPENSER, WASTE

RECEPTACLE

PTN PARTITION

QT, QTF

QUARRY TILE FLOOR

PHC PRETENSION SPUN HIGH

STRENGTH CONCRETE PILES

PCB POLYCHLORINATED BIPHENYLS

PFB PROVISION FOR FUTURE BREAKER

PET PROTECTOR ENTRANCE TERMINAL

PB PULLBOX

PATCH PANEL

PL PROPERTY LINE

PW PUBLIC WORKS, POTABLE WATER

RCP

RDY

RECON

REF

REINF

REQD, REQ'D

RFG

RPP

RADIUS

RETURN AIR

REINFORCED CONCRETE PIPE

ROAD

READY

RECONNECT, RECONNECTION

REFERENCE

REINFORCED

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

R.D. ROOF DRAIN

RAR RETURN AIR REGISTER

RP RADON PIPE

R-FEC RECESSED FIRE

EXTINGUISHER CABINET

SCADA

SOUTH

SOLID CORE

SUPERVISORY CONTROL

AND DATA ACQUISITION

SIGNAL CORPS

SHOWER CURTAIN

STAIN CONCRETE

SUPPLY AIR

SAD SUPPLY AIR DIFFUSER

SANITARY, SEWER, SLOPE, SPREAD,

HVAC

HEATING VENTILATING

AIR CONDITIONING

GFM/GI

GOVERNMENT FURNISHED MATERIAL

/GOVERNMENT INSTALLED

HMP

HOLLOW METAL, PAINTED

RCB RESILIENT COVE BASE

D.S. DUCT SHAFT

W G

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

POV

PRIVATELY OWNED VEHICLE

PV PHOTOVOLTAIC

FEC FIRE EXTINGUISHER CABINET

JPMA JAPAN PAINT MANUFACTURERS

ASSOCIATION

EQPT EQUIPMENT

CSK COUNTERSUNK

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

EMH ELECTRICAL MANHOLE

ENCL ENCLOSURE

ELEV, EL ELEVATOR, ELEVATION

FIPT FEMALE IRON PIPE THREADED

DPW DEPARTMENT OF PUBLIC WORKS

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

ME MATCH EXISTING

RSI RESISTANCE - SI (METRIC)

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

A M

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

I N

I T

I O

N A

L T

E R

A T

I O

B L

BLDG 704

FINAL

O C

T O

B E

ABA ARCHITECTURAL BARRIERS ACT

SCH OR SCHED

SCMH

SCR, SCRN

SDMH

SDR

SVCE

SHT

SLB

SMH

SMP

SPEC

SST

STA

STD

STL

STR

STRL OR

SOLV

SURF

SCHEDULE

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

STAINLESS STEEL

STREET

STATION

STANDARD

STEEL

STRAINER

STRUCTURAL

SOLENOID VALVE

SURFACE

T, T/

THERMO

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

TOP, TOP OF

THERMOSTAT

TOP OF CURB, TOP OF CRICKET

TOP CORNER CONCRETE SLAB

TANK DRAIN

TELEPHONE

TEMPORARY

TOP OF FENCE

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

TOP WALL

TYPICAL

UNDERGROUND ELECTRICAL

UTILITY POLE

UTILITY POLE W/ STREET LIGHT

URINAL

UNDERSIDE

VOLT

VOLT ALTERNATING CURRENT

VARIES

VERTICAL CURVE

VERTICAL

VARIABLE FREQUENCY DRIVE

WATER

WITH

WATER CLOSET

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, TOP SLAB

G-006

G E

N E

R A

O T

E S

A B

B R

E V

I A

T I O

Y M

B O

L S

J W

D H

D P

ABBREVIATIONS:

SEW SEWER

SLP SLOPE

T, TAN TANGENT

WD WOOD

SCD SEAT COVER DISPENSER

SD OR SDH SOAP DISPENSER

SECT SECTION

SH SHELF

SHTG 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

TF TOP OF FOOTING

TG TONGUE AND GROOVE

THR THRESHOLD

TH TOILET PAPER HOLDER

TR TRIM

TOW 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

WD WIDTH

WH WATER HEATER, WATER HYDRANT

WO WHERE OCCURS

WTRPRF WATERPROOF

WR WATER RESISTANT

SHH SHOWER HEAD (HAND HELD)

SCR SHOWER CURTAIN ROD

SRF SHEET RUBBER FLOORING

SW STAIN WOOD

TR TERRAZZO

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

THRU THROUGH

TOS TOP OF SLAB

TRANS. TRANSVERSE

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

W.F. 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

T-STAT 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

SERV SERVICE

SHWR SHOWER

SV SOLENOID VALVE

W WASTE, WATER, WEST, WIRE, WIDE,

STUDIO

110A

X-X

GRAPHIC SYMBOLS:

BUILDING SECTION

DETAIL SECTION

X-X

DETAIL ENLARGEMENT

ARCHITECTURAL GRAPHIC SYMBOLS:

ROOM TAG

DOOR TAG

ROOM NAME

ROOM NUMBER

DOOR NUMBER

WINDOW TAG

WINDOW NUMBER

WALL PARTITION TAG

WALL PARTITION TYPE

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

W G

TTD TOILET TISSUE DISPENSER

SH SOAP HOLDER

SND SANITARY NAPKIN DISPENSER

UST UNDERGROUND STORAGE TANK

UFC UNIFIED FACILITIES CRITERIA

TOP OF ROOF SLAB,

TACKABLE SURFACE

TTD TOILET TISSUE DISPENSER

TSCD TOILET SET COVER DISPENSER

WC WATER CLOSET

WATTS

WHA WATER HAMMER ARRESTOR

WCO WALL CLEAN OUT

VTR VENT THRU ROOF

1-1 1 TO 1 COUNSELING ROOM

DESIGNATOR FOR DOOR TYPE

STC SOUND TRANSMISSION CLASS

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

A M

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

I N

I T

I O

N A

L T

E R

A T

I O

B L

BLDG 704

FINAL

O C

T O

B E

R x-x x x x x

NUMBER INDICATES

INTEIROR ELEVATION

INDICATES SHEET WHERE

INTERIOR ELEVATION

LOCATED

INTERIOR ELEVATION

VU PVC PIPE (JSWAS K-1)

CLASSROOM

CLR01

AUDIO TESTING

PEHS2

SUB WAITING

WRC01

NCOIC

OFFICE

OFA02

HEALTH

PROMOTIONS

OFA02

WELLNESS

CENTER

PTES1

PUBLIC HEALTH

NURSE

OFA02

OCC. HEALTH

TECHNICIANS

OFA03

OCC. HEALTH

NURSE

OFA02

MASK FIT

TESTING

OPPS1

STORAGE

SRE01

TOILET

TLTU1

RECEPTION/

ADMIN

RECP1

HALL 1

VEST.

ELEC.

HALL 2

HALL 3

108B

W1 W5 W6W2

3.7321.7

LEGEND

NORTH

E X

I S

T I N

EXISTING GRID C

G-101

BLAST LOAD REQUIREMENTS FOR EXTERIOR WINDOWS AND DOORS

SCALE: 1:100

20470

CCSDII SETBACK

NEW DOOR

EXISTING WALL

TO REMAIN

NEW WALL

W G

ROOM NAME

ROOM #

ROOM CODE

GENERAL NOTES

1. REFERENCE: UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARD FOR

BUILDINGS, 9 FEB 2012

2. BLAST PROTECTION CRITERIA FOR THE DESIGN OF THE EXTERIOR WINDOWS IS AS

FOLLOWS.

A. AT BUILDING CATEGORY: PRIMARY GATHERING

B. AT LEVEL OF PROTECTION: LOW

(UFC 4-010-01 TABLE B-1)

C. AT APPLICABLE EXPLOSIVE WEIGHT: TYPE II

(UFC 4-010-01 TABLE B-1)

D. GLAZING HAZARD: VERY LOW HAZARD RATING I.A.W.ASTM F 1642

(UFC 4-010-01 TABLE 2-1)

3. WINDOW SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH UFC 4-010-01 FOR A

MINIMUM BLAST PRESSURE OF 45 kPa, AND A MINIMUM IMPULSE OF 167 kPa-msec, AND ENSURE THAT THE GLAZING FAILS PRIOR TO THE WINDOW FRAMING AND ITS

ATTACHMENT TO BASIC STRUCTURE. GLAZING, FRAMING MEMBERS, AND

CONNECTIONS MAY BE DESIGNED USING DYNAMIC ANALYSIS, ASTM F2248 (AS

APPLICABLE), OR BY TESTING. SEE UFC 4-010-01 FOR REQUIREMENTS.

4. INSULATED GLASS UNIT WINDOWS SHALL BE AS FOLLOWS (GLAZING NEED NOT BE

IMPACT-RESISTANT TO MEET THE STANDARD OF ASTM E 1886 OR ASTM E 1996):

INBOARD PANE SHALL BE 6mm NOMINAL LAMINATED GLASS AS MINIMUM.

OUTBOARD PANE SHALL BE 3mm NOMINAL MONOLITHIC GLASS AS MINIMUM. THE

LAMINATED GLASS SHALL CONSIST OF ANNEALED OR HEAT-STRENGTHENED

GLASS PLIES WITH THE NOMINAL THICKNESS ACHIEVED BY LAMINATING A MINIMUM

1.50mm POLYVINYL-BUTYRAL (PVB) INTERLAYER BETWEEN TWO THINNER GLASS

PLIES OF THE SAME THICKNESS.

5. GLAZING FRAME BITE: GLAZING FRAME BITES FOR WINDOWS, SKYLIGHTS, AND

GLAZED DOORS SHALL BE IN ACCORDANCE WITH ASTM F 2248. APPLY

STRUCTURAL SILICONE BEAD TO BOTH SIDES OF THE GLASS PANEL FOR SINGLE

PANE GLAZING BUT ONLY TO THE INBOARD SIDE FOR INSULATING GLASS UNITS.

STRUCTURAL SILICON SEALANT SHALL COMPLY WITH ASTM C 1184, TYPE S OR M,

USE G, A OR O, AND SHALL HAVE AN ULTIMATE TENSILE STRENGTH NOT LESS THAN

300 PSI IN ACCORDANCE WITH TEST METHOD ASTM D 412.

6. CONNECTION DESIGN: CONNECTIONS OF WINDOW AND SKYLIGHT FRAMES TO

SURROUNDING WALLS OR ROOFS , OF HARDWARE AND ASSOCIATED

CONNECTIONS, OF GLAZING STOP CONNECTIONS, AND OF OTHER ELEMENTS IN

SHEAR SHALL BE DESIGNED FOR THE CONNECTION DESIGN LOAD DETERMINED IN

ACCORDANCE WITH ASTM F 2248 AND SHALL ACCOUNT FOR THE GEOMETRY OF

THE PARTICULAR FRAME AND THE CONNECTION CONFIGURATION BEING USED

WHEN CALCULATING BENDING, SHEAR, BEARING, AND PULL OUT LOADS FOR THE

CONNECTIONS.

7. DOOR NO.108B DOES NOT NEED TO BE PRESSURE RESISTANT PER UFC 4-010-01

PARA B-3.3.3 ALTERNATIVE DESIGNS.

12700

I I

I U

CLINICAL ADDITION

BLDG 704

GRAPHIC SCALE

2000 4000

SCALE: 1:100

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

A M

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

I N

I T

I O

N A

L T

E R

A T

I O

B L

BLDG 704

FINAL

O C

T O

B E

G-101

B L

A S

O A

E Q

U I R

E M

E N

X T

R R

I O

I N

D O

R S

J R

D H

AREA OF WORK.

NEW CLINIC ADDITION.

SEE G-401

SCALE: 1 : 200

LIFE SAFETY OVERALL FLOOR PLAN

G-102

NORTH

EGRESS LEGEND

EGRESS PATH

COMMON PATH OF TRAVEL

COMMON PATH OF TRAVEL (METER)/TRAVEL

DISTANCE (METER)

EXIT DISCHARGE PATH

EXIT

SYMBOL DESCRIPTION

XX/XX

19/30

RENO

19/37

RENO

5/27

ADD

5/28

ADD

ORIGIN POINT FOR

RENOVATION

ORIGIN POINT FOR

ADDITION

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

A M

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

I N

I T

I O

N A

L T

E R

A T

I O

B L

BLDG 704

FINAL

O C

T O

B E

SCALE: 1:200

80000

BUILDING CODE DATA (IBC 2012)

OCCUPANCY:

(B) BUSINESS

CONSTRUCTION TYPE:

TYPE II-B

ALLOWABLE AREA:

UNMODIFIED: 883 SM/FLOOR X 2 FLOORS = 1766 SM-TOTAL

(BASED ON NON-SEPARATED USE)

MODIFIED: 2649 SM/FLOOR X 3 FLOORS = 7947 SM - TOTAL

(SPRINKLERED)

ACTUAL AREA:

MAIN BUILDING: 3624 SQM

MAIN BUILDING AND ADDITION: 3893 SQM

ALLOWABLE HEIGHT:

UNMODIFIED: 2 FLOORS

MODIFIED: 3 FLOORS (WITH SPRINKLERS)

ACTUAL: 1 FLOOR

BUILDING SEPARATION RATING REQUIRED

STRUCTURAL FRAME 0 HRS

BEARING WALLS, INTERIOR 0 HRS

BEARING WALLS, EXTERIOR 0 HRS

NON-BEARING WALLS, EXTERIOR 0 HRS

NON BEARING WALLS, INTERIOR 0 HRS

FLOOR CONSTRUCTION 0 HRS

ROOF CONSTRUCTION 0 HRS

FIRE SEPARATION DISTANCE

SEPARATION NOT REQUIRED - BUILDING IS SET BACK MORE

THAN 6 METERS FROM OTHER STRUCTURES

NFPA CODES

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2010 EDITION

NFPA 13 STANDARD FOR THE INSTALLATION OF FIRE SPRINKLERS, 2013 EDITION

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2013 EDITION

NFPA 90A AIR CONDITIONING AND VENTILATION SYSTEMS, 2012 EDITION

NFPA 101 LIFE SAFETY CODE, 2012 EDITION

G-102

L I F

A F

E T

V E

R A

D T

I S

B J O

11-3EMH

EMH

CoCo

T-704-3

704N

HIGH VOL TAGE

B i o h a z a r d o u s

W a s t e

Prefab

Tinplate

LIGHT PANEL

Tinplate

Vent

EL=62.090

TBM.2

DMH

IGS

DMH

SMH

D=0.45

H=3.5

W=1.5

D=0.1

H=5.0

W=3.0

D=0.2

H=1.7

W=1.2

D=0.1

H=1.7

W=1.4

D=0.1

H=1.7

W=1.2

D=0.1

H=2.1

W=1.5

D=0.3

H=2.1

W=1.4

D=0.3

H=2.0

W=1.4

D=0.2

H=1.8

W=0.4

D=0.1

H=1.8

W=0.4

D=0.1

H=10.0

W=15.0

D=1.4

H=10.0

W=15.0

D=0.8

H=10.0

W=15.0

D=0.7

H=15.0

W=8.0

D=0.6

H=4.0

W=5.0

D=0.5

H=6.0

W=4.0

D=0.3

H=1.3

W=2.0

D=0.2

H=6.0

W=15.0

D=0.8

H=9.0

W=13.0

D=0.8

H=3.5

W=1.6

D=0.1

H=3.5

W=1.5

D=0.1

H=4.0

W=1.5

D=0.1

H=4.5

W=1.5

D=0.1

H=11.0

W=5.0

D=0.4

H=12.0

W=9.0

D=0.5

H=15.0

W=10.0

D=0.5

H=12.0

W=5.0

D=0.3

H=7.0

W=5.0

D=0.3

H=5.0

W=5.0

D=0.4

C V

T D

C V

I N

TOP62.07

OUT61.33

D=200 CP

TOP62.21

O U

T .4

IN61.51

OUT61.51

D=200 CP

O U

T .5

IN61.61

OUT61.63

D=200 CP

TOP62.42

O U

T .6

OUT61.75

TOP61.05

I N

IN59.67

D=300 VP

TOP61.44

I N

TOP61.83

O U

T .8

I N

OUT60.58

D=400 CP

TOP62.65

I N

U T

TOP62.55

I N

O U

TOP63.17

D =250 V

60.7

IN60.98

IN60.63

O U

TOP62.13

I N

O U

T .0

TOP62.17

I N

D=200 VP

OUT61.44

D=200 VP

OUT60.92

D=100 VP

IN61.46

D=100 VP

IN61.48

D=100 VP

IN61.13

D=200 VP

OUT60.89

D=100 VP

IN61.10

D=100 VP

IN61.05

D=100 VP

OUT61.42

D=100 VP

IN61.42

D=100 VP

IN61.31

O U

T .8

O U

T .7

TOP61.71

O U

I N

TOP61.95

O U

D=100 VP

IN61.52

I N

O U

T .0

I N

O U

U T

TOP61.41

O U

T .0

O U

TOP62.21

TOP62.44

61.2

TOP62.52

I N

D=200 CP

DMH

OUT61.84

TOP61.46

SMH

I N

TOP61.33

TOP61.59

IN60.94

D=50 VP

SMH

H=1.6

W=2.0

D=0.6

Cherry blossoms

Konoteg ashiwa

Pine

Cedar

Sycamine

Cedar

Persimmon

Plum tree

Chicken foot

Konoteg ashiwa

Tree of chair

Cherry blossoms

Satsuki azalea

Pine

Uncertainty

Cherry blossoms

Vent

IN60.86

I N

62.70

62.52

62.97

63.14

62.71

62.92

63.02

63.11

63.12

62.99

62.79

62.73

62.85

63.27

63.07

63.17

63.24

63.17

63.06

62.77

63.24

63.10

62.81

62.35

62.41

62.90

62.69

62.85

63.00

62.50

62.46

62.44

62.34

62.43

62.23

62.21

62.04

62.02

62.07

62.12

62.23

62.04

62.19

62.25

62.32

62.21

62.14

62.49

62.10

62.23

62.37

61.99

62.16

62.34

61.90

61.99

62.33

62.23

62.33

62.24

62.10

62.04

62.11

61.92

62.22

61.88

62.22

61.86

62.02

61.99

61.85

62.20

62.07

62.28

62.19

62.16

62.12

62.06

62.02

62.23

61.93

62.24

62.10

62.12

61.95 62.22

62.00

62.09

62.06

62.11

62.21

62.14

62.04

62.17

62.06

62.15

62.24

62.21

62.15

62.10

62.26

62.06

61.99

61.92

62.12

62.02

61.84

61.91

61.89

61.86

61.83

61.92

61.89

61.88

61.91

61.90

61.96

62.00

61.94

62.09

62.21

62.25

62.52

62.11

62.51

62.82

62.25

62.00

61.93

61.97

61.94

61.86

61.85

61.94

61.93

61.88

61.84 61.80

61.69

61.71

61.73

61.75

61.39

61.54

61.60

61.71

61.66

61.80

61.83

60.93

61.47

61.32

61.98

62.10

62.24

62.18

62.37

62.02

61.92

61.90

62.00

61.49

61.90

61.95

61.61

62.39

62.35

62.19 62.16

62.28

62.20

61.75

62.21

61.62

62.11

61.54

62.05

62.01

62.11

62.08

61.44

62.11

61.94

61.99

62.07

61.55

62.10

62.09

61.96

62.11

62.08

62.10

62.06

61.98

61.86

61.75

61.86

61.99

62.12

62.14

61.36

61.59

61.11

61.45

61.31

61.35

61.40

61.46

61.56

61.77

61.91

61.83

61.42

61.31

62.17

62.15

62.12

62.11

62.15

62.14

62.15

62.04

62.05

61.97

62.05

62.00

62.04

61.94

62.08

62.05

62.12

62.02

62.08

61.89

62.07

62.03

61.85

62.05

62.11

61.38

62.00

61.85

61.82

61.84

61.49

61.47

62.55

62.68

62.83

62.48

62.96

63.12

62.23

62.58

62.62

62.34

62.57

62.42

62.16

61.93

62.64

61.67

62.47

62.38

62.41

62.73

62.63

62.50

62.29

62.20

62.13

61.39

62.16

62.02

61.82

61.86

61.84

61.73

61.91

61.70

61.68

61.50

61.74

61.55

61.67

61.55

61.54

61.47

61.90

61.41

61.60

61.67

61.54

61.56

61.51

61.66

62.00

61.86

62.16

62.40

62.77

62.42

62.49

62.70

62.71

62.62

61.96

61.53

61.54

62.31

62.10

61.74

61.67

61.66

61.56

61.55

61.89

61.51

62.00

61.51

61.81

62.13

62.30

61.76

62.04

61.53

61.86

61.45

61.61

61.57

61.52

61.32

61.39

61.53

61.36

61.62

61.78

61.98

62.12

62.17

62.23

62.29

62.08

61.90

62.28

61.49

61.07

61.30

61.11

61.23

61.19

61.24

61.03

60.96

60.81

60.82

60.94

61.17

61.25

61.40

61.25

61.15

61.17

61.00

61.28

61.19

61.43

61.26

61.21

61.14

61.30

61.13

61.22

60.99

61.05

61.04

61.00

61.04

61.09

60.91

60.88

60.77

60.70

60.60

60.77

60.65

60.79

60.65

60.87

60.79

60.76

60.70

61.25

60.92

61.38

60.80

61.36

60.78

61.31

61.24

61.26

60.75

61.25

60.90

60.99

60.96

61.19

61.21

61.11

61.23

61.17

61.13

61.40

61.32

61.29

61.34

61.32

61.43

61.35

62.11

62.07

61.99

61.87

62.08

61.81

62.10

61.78

61.83

62.04

61.94

62.03

61.80

62.20

61.76

62.16

62.07

61.99

61.76

61.81

61.70

61.63

61.48

61.39

61.24

61.14

61.36

61.03

60.90

61.08

61.27

61.26

61.39

61.31

61.44

61.63

61.24

61.31

61.45

61.54

61.57

61.51

61.50

61.68

61.59

61.69

61.81

61.71

61.80

61.64

61.82

61.87

61.80

61.83

61.96

61.98

61.99

61.84

61.85

61.92

61.87

61.85

61.78

61.84

61.97

61.91

61.52

61.66

61.51

61.37

61.74

61.63

61.51

61.40

61.19

60.99

62.25

TOP 60.51

TOP 60.13

TOP 60.17

TOP 60.35

TOP 60.39

TOP 60.82

TOP 61.08

TOP 61.57

62.12

62.11

62.02

62.05

61.52

61.44

61.55

61.42

61.72

61.48

61.75

61.81

61.90

61.57

62.01

61.49

61.91

61.50

61.93

61.57

62.05

61.98

62.06

61.88

61.78

62.35

61.77

62.05

62.12

62.11

61.28

61.32

62.12

62.08

61.60

62.08

61.55

61.67

61.69

62.10

61.67

F S

(WIRE = TENSION WIRE)

Wire

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

LIGHTINGS

ELECTRIC POLE

FIRE HYDRANT

KENCHI BLOCK

TELEPHONE MANHOLE

TRAFFIC SIGN

SEWER MANHOLE

WATER VALVE

ELECTRIC MANHOLE

TMH

EMH

SMH

WATER MANHOLE

ASPHALT PAVEMENT

CONTROL POINT

BENCH MARK

WATER PIPE

ELECTRIC WIRE

11-1

TBM.1

DRAIN MANHOLE

DMH

OVER HEAD ELECTRIC WIRE

SEWER PIPE

DRAIN PIPE

EOS

TELEPHONE WIRE

51.599

59.762

60.598

61.787

70.821

75.322

-55586.083

-55516.030

-55450.540

-39706.883

-39679.206

-39706.162

11-8

11-7

CONTROL POINTS

COORDINATES

ELEVATION

62.890

64.820

64.312

62.861

61.682

61.123

DISTANCE

43.054

51.404

48.955

57.270

49.136

42.911

-55399.043

-55386.816

-55385.025

-55439.868

-55488.531

-55538.805

-55579.267

-39709.410

-39668.278

-39619.175

-39602.679

-39597.337

-39586.616

-39571.904

11-6

11-5

11-4

11-3

11-2

11-1

No MONUMENT TYPE

"+" CUT W/ BLUE PAINT

V-101

EXISTING SITE TOPOGRAPHY PLAN

SCALE: 1:200M

SCALE: 1:200

GRAPHIC SCALE

W G

V-101

E X

I S

T I N

I T

O P

O G

R A

P H

L A

B R

J C

D H

T R

T H

D E

S C

R I P

T I O

N D

A T

D E

S I G

N E

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

A M

S I Z

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

2 3 4 5 6 7 8 9 10

SHEET ID

M A

R K

US Army Corps of Engineers

E N

G I N

E E

R I N

I V

I S

I O

I S

S U

A T

S U

B M

I T

T E

C H

E C

K E

D R

A W

F Y

C A

J A

P A

M E

D I C

I N

I T

I O

N A

L T

E R

A T

I O

B L

BLDG 704

FINAL

O C

T O

B E

GENERAL NOTES: PUBLIC HEALTH AND SAFETY NOTES (CONT):

GENERAL TRAFFIC NOTES:

5. THE SITE SHOULD DISPLAY CLEAR SIGNS WHICH ARE VISIBLE TO PEDESTRIANS,

INDICATING THAT CONSTRUCTION IS IN PROGRESS ALONG THE PERIMETER OF THE SITE

AND AT ANY ENTRANCE TO THE SITE. AT ENTRANCES TO SITES, A SIGN SHOULD ALSO BE

DISPLAYED INDICATING THAT THE AREA AFTER THE ENTRANCE IS A HARD HAT AREA,

REQUIRING THE USE OF A SAFETY CONSTRUCTION HARD HAT AT ALL TIMES.

6. WHEN CRANES ARE LIFTING HEAVY MATERIALS TO DEPOSIT ON THE SITE, THE CRANES

SHOULD NOT MOVE THE MATERIAL OVER ANY SPACE THAT IS NOT CORDONED OFF. IF A

CRANE NEEDS TO MOVE A LOAD OUT OF THE SITE REGULARLY, THE AREAS DIRECTLY

BELOW WHERE THE CRANE WILL BE MOVING ITS LOAD SHOULD BE BLOCKED TO THE

PUBLIC IN CASE ANYTHING FALLS FROM THE CRANE.

7. UNEVEN AND DANGEROUS SURFACES AND TERRAIN CAN RESULT FROM CONSTRUCTION

WORK. WHEN WORK IS CARRIED OUT ON THE GROUND, THE SAFETY OF THE PUBLIC IS

THREATENED BY THE UNEVEN AND COLLAPSIBLE TERRAIN. TO AVOID PEDESTRIANS

BEING UNABLE TO ACCESS THE AREAS NEEDED AND CAUSING INCONVENIENCE, AND TO

PROVIDE SAFE PASSAGE THROUGH THE DANGEROUS SITUATIONS ON THE GROUND, A

PLATFORM SURFACE SHOULD BE ERECTED OVER THE GROUND FOR THE PUBLIC TO

WALK ON.

8. CONSTRUCTION SAFETY IS CRUCIAL IN COMPLETING A SUCCESSFUL PROJECT AND

SHOULD ALWAYS TAKE THE SAFETY OF THE PUBLIC INTO ACCOUNT AS MUCH AS THE

SAFETY OF CONSTRUCTION WORKERS BY USING STRICT RULES AND ENFORCING

COMPLIANCE FROM THE CONTRACTOR AND THE PUBLIC TO AVOID INJURIES AND

FATALITIES TO THE MAXIMUM EXTENT POSSIBLE.

1. TRAVEL PATHS FOR GENERAL TRAFFIC AND SITE VEHICLE MOVEMENTS MUST BE CLEARLY

MARKED.

2. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE IN

CONFLICT WITH THE FLOW OF TRAFFIC AROUND THE CONSTRUCTION SITE SHALL BE

REMOVED OR COVERED. ALL SIGNS SHALL BE RESTORED UPON COMPLETION OF THE

WORK.

3. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVERED

WHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE. THE BACKS OF ALL SIGNS

USED FOR TRAFFIC CONTROL SHALL BE APPROPRIATELY COVERED TO PRECLUDE THE

DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE MESSAGES ON BOTH

FACES).

4. AT THE END OF EACH WORKING DAY OR AS SOON AS THE WORK IS COMPLETED, THE

CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO

PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE

REVERSE ORDER OF INSTALLATION.

5. WHERE PEDESTRIAN WALKWAYS EXIST, THEY SHALL BE MAINTAINED IN SAFE PASSABLE

CONDITION OR OTHER FACILITIES FOR PEDESTRIANS SHALL BE PROVIDED. PASSAGE

BETWEEN WALKWAYS AT INTERSECTIONS SHALL LIKEWISE BE PROVIDED WITH SAFETY

BARRICADES OR FENCING.

6. NO MATERIAL AND/OR EQUIPMENT SHALL BE STOCKPILED OR OTHERWISE STORED WITHIN

STREET TRAVELED WAY.

7. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY

CONSTRUCTION TRAFFIC SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES, AND

OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR

THE PROTECTION AND SAFETY OF PUBLIC TRAFFIC. THE CONTRACTOR SHALL PROVIDE

FLAG MEN AS NECESSARY TO DIRECT TRAFFIC IF A LANE IS CLOSED TO PERFORM THE

WORK. ALL SUCH PROTECTIVE FACILITIES AND PRECAUTIONS TO BE TAKEN SHALL

CONFORM WITH THE "RULES AND REGULATIONS GOVERNING THE USE OF TRAFFIC

CONTROL DEVICES AT WORK SITES ON OR ADJACENT TO PUBLIC STREETS AND

HIGHWAYS" ADOPTED BY THE HIGHWAY SAFETY COORDINATOR, AND THE U.S. HIGHWAY

ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

HIGHWAYS, PART 6 - TEMPORARY TRAFFIC CONTROL" 2009 EDITION, UNLESS OTHERWISE

SPECIFIED ON THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE TO

THE BASE SECURITY POLICE A TRAFFIC CONTROL PLAN APPROVED BY THE CONTRACTING

OFFICER.

8. ONE LANE OF THE PARKING AREA SHALL BE OPEN TO TRAFFIC AT ALL TIMES.

1. ALL UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BASED ON AVAILABLE

RECORDS ARE INDICATED ON THE PLANS AND ARE APPROXIMATE ONLY. THE CONTRACTOR

SHALL VERIFY THE LOCATION, SIZE AND DEPTH OF THE FACILITIES WHERE SHOWN AND

EXERCISE PROPER CARE IN EXCAVATING THE AREA. ANY DAMAGE TO THESE FACILITIES

SHALL BE REPAIRED AND PAID FOR BY THE CONTRACTOR. CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER FOR AN EXCAVATION PERMIT.

2. EXISTING SURFACE CONDITIONS, INCLUDING BUT NOT LIMITED TO PAVEMENT, SIDEWALKS, CURBS, AND EXISTING UTILITIES WHICH MAY OR MAY NOT BE SHOWN ON DRAWINGS, THAT

ARE DISTURBED BY CONTRACTOR'S OPERATIONS, SHALL BE RESTORED TO A CONDITION

SATISFACTORY TO THE CONTRACTING OFFICER AND SHALL MATCH ALL EXISTING

ADJACENT SURFACES AT THE CONTRACTOR'S EXPENSE.

3. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS, ELEVATIONS AND DETAILS

SHOWN ON THE PLANS PRIOR TO START OF ANY CONSTRUCTION WORK. ANY

UNCERTAINTIES OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER IMMEDIATELY FOR CLARIFICATION.

4. IF A CONFLICT ARISES BETWEEN THE REQUIREMENTS OF THE GENERAL PROVISIONS AND

THE SPECIFICATIONS, THE REQUIREMENTS OF THE SPECIFICATIONS SHALL GOVERN.

5. IN THE EVENT THAT ANY CHANGES IN ALIGNMENT OR GRADE ARE REQUIRED DUE TO

UNFORESEEN CONFLICT WITH OTHER UNDERGROUND UTILITIES, THE CONTRACTOR SHALL

INFORM THE CONTRACTING OFFICER OF SUCH CONFLICT. NO CHANGES IN ALIGNMENT OR

GRADE SHALL BE MADE WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER IF NOT

SHOWN ON PLANS.

6. THE GOVERNMENT REQUIRES 30 DAYS ADVANCE NOTICE FOR ANY DISRUPTION OF UTILITY

SERVICES, INCLUDING WATER AND SEWER SERVICES.

7. THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT UPON UNCOVERING ANY POTENTIAL

HISTORICAL ARTIFACTS OR ITEMS OF ARCHAEOLOGICAL SIGNIFICANCE.

8. THE PROJECT SITE SHALL BE FENCED AND SECURED AT ALL TIMES DURING CONSTRUCTION

FENCES AND GATES SHALL BE STRUCTURALLY INTACT AND LOCKED DURING PERIODS OF

NO CONSTRUCTION WORK. THE WORK AREA FOR A SPECIFIC WORK PERIOD SHALL BE

FLAGGED BEFORE THE COMMENCEMENT OF WORK FOR THAT PERIOD.

9. THE CONTRACTOR SHALL SUBMIT A DUST AND EROSION CONTROL PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL PRIOR TO ANY COMMENCEMENT OF GRADING OR

TRENCHING. THE DUST AND EROSION CONTROL PLAN SHALL ADDRESS PREVENTION OF

SILTATION TO ADJACENT AND EXISTING WATERWAYS. THE CONTRACTOR IS RESPONSIBLE

FOR SECURING ANY PERMITS REQUIRED FOR REMOVING DELETERIOUS MATERIALS FROM

THE PROJECT SITE.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DAILY CLEARING AND REMOVAL OF

ALL SILT AND DEBRIS GENERATED BY HIS GRADING AND CONSTRUCTION WORK THAT

DEPOSIT AND ACCUMULATE ON ROADWAYS OR OTHER AREAS. THE CONTRACTOR SHALL

REIMBURSE THE GOVERNMENT FOR ALL COSTS ASSOCIATED WITH REMEDIAL ACTION

REQUIRED AND MADE NECESSARY BY THE CONTRACTOR'S NONPERFORMANCE OF HIS

WORK.

11. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF OFF-SITE ALL SHRUBS, TREE ROOTS,

AND ORGANIC MATERIALS ENCOUNTERED DURING CONSTRUCTION AS REQUIRED.

12. THE CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS AND OTHER WASTE

MATERIAL AT AN APPROVED OFF-SITE DISPOSAL AREA IN ACCORDANCE WITH APPLICABLE

REGULATORY AGENCY REQUIREMENTS AND SHALL PROVIDE DOCUMENTATION OF

DISPOSAL SITES BEING UTILIZED. ALL PERMITS REQUIRED FOR OFF-SITE DISPOSAL SHALL

BE OBTAINED BY THE CONTRACTOR.

13. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE (1) SET OF APPROVED PLANS AT

THE PROJECT SITE DURING THE WORK.

14. SOD SHALL BE PROVIDED IN ALL UNPAVED AREAS DISTURBED BY THE CONTRACTOR

DURING CONSTRUCTION. SEEDING/SOD SHALL BE APPROVED BY THE CONTRACTING

OFFICER.

15. TOPOGRAPHIC SURVEY COMPLETED BY ENVIRONMENTAL SCIENCE CORPORATION ON 10-18

JULY 2011 AND 19-20 SEPTEMBER 2011. THE COORDINATE SYSTEM FOR THIS SURVEY IS THE

JAPAN GEODETIC DATUM (JGD) 2000 COORDINATE SYSTEM, ZONE 9. BENCHMARK: 11-7, ('+'

CUT W/BLUE PAINT), N: -55450.540, E: -39706.162, ELEV=61.787. SUBSEQUENT PARTIES ARE

REQUIRED TO MAKE PRUDENT CHECKS PRIOR TO USE OF THIS TOPOGRAPHIC SURVEY MAP.

THE CONTRACTOR SHALL RETAIN A LICENSED LAND SURVEYOR TO STAKE OUT BUILDINGS

AND SITE IMPROVEMENTS PRIOR TO CONSTRUCTION AND TO VERIFY BENCHMARKS.

16. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO AND FROM DRIVEWAYS AND PUBLIC

AREAS AT ALL TIMES, UNLESS OTHERWISE NOTED.

17. WHEN EXCAVATIONS ARE ADJACENT TO OR UNDER EXISTING STRUCTURES OR FACILITIES,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SHEETING AND BRACING THE

EXCAVATION AND STABILIZING THE EXISTING GROUND TO RENDER IT SAFE AND SECURE

FROM POSSIBLE SLIDES, CAVE-INS AND SETTLEMENT AND FOR PROPERLY SUPPORTING

EXISTING STRUCTURES AND FACILITIES WITH BEAMS, STRUTS OR UNDERPINNING TO FULLY

PROTECT IT FROM DAMAGE, UNLESS OTHERWISE NOTED.

18. DURING NON-WORKING HOURS, ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE

STORED IN A DESIGNATED STORAGE AREA.

19. ALL GRASSED OR PLANTED AREAS DAMAGED DURING THE CONSTRUCTION WHETHER BY

STOCKPILING OF EXCAVATION MATERIAL OR OTHER OPERATIONS SHALL BE RESTORED TO

A CONDITION SATISFACTORY TO THE CONTRACTING OFFICER. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR WATERING AND MAINTAINING THESE AREAS UNTIL GROWTH IS

ESTABLISHED TO THE SATISFACTION OF THE CONTRACTING OFFICER.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE CONTRACTING OFFICER

INFORMATION ON THE HAUL ROUTES TO BE USED DURING THE PROJECT FOR THEIR

APPROVAL. HAUL ROUTES SHALL BE DIRECTLY FROM THE ROADWAYS EXTERIOR TO THE

BASE TO THE WORK AREA AT THE VARIOUS GATES UNLESS…

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