Draft Drawings_VOLUME 1 Part A.pdf

PDF 37 MB Posted Jul 26, 2020

Attached to: Improve Military Family Housing, Stearley Heights, Kadena Air Base, Okinawa, Japan
Solicitation number: W912HV-20-Z-0037
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 27, 2023

This sources sought announcement is seeking information from local construction firms interested in renovating military family housing units at Stearley Heights on Kadena Air Force Base in Okinawa, Japan. The project involves interior and exterior modernization of 130 single family dwelling units and related facilities with a budget between 2.5 and 10 billion yen. Interested firms are requested to provide company and licensing information as well as descriptions of relevant experience by August 27, 2020. The Department of the Army Corps of Engineers Engineering District Japan intends to issue a firm-fixed price solicitation in fiscal year 2021 for a construction contractor to complete the required repairs over an estimated 60 month performance period.

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Other files

File	Type	Posted
Draft Drawings_VOLUME 4.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 3.pdf	PDF	Jul 26, 2020
Sources Sought (Stearley Heights).pdf	PDF	Jul 26, 2020
Draft Specifications Part B.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 2.pdf	PDF	Jul 26, 2020
Draft Specifications Part A.pdf	PDF	Jul 26, 2020
Draft Specifications Part C.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 5.pdf	PDF	Jul 26, 2020
Market Survey - W912HV20Z0037.xlsx	XLSX spreadsheet	Jul 26, 2020
Draft Drawings_VOLUME 1 Part B.pdf	PDF	Jul 26, 2020
Draft Drawings_VOLUME 6.pdf	PDF	Jul 26, 2020

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SEE VOLUME 4 FOR DETAILSH4-53 FAMILY HOUSING SEE VOLUME 6 FOR DETAILSN3-53 FAMILY HOUSING

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WELDED WIRE MESH

WELDED WIRE FABRIC

WALL TO WALL

WATER VALVE

WIDTH

WEIGHT

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WORKING POINT

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WITHOUT

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WORK SHOP

WROUGHT IRON

WATT-HOUR METER

WHEEL BUMPER

WATER HEATER

WALL HUNG

WIRED GLASS

WIDE FLANGE

WINDOW

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WOOD-CASED OPENING

WHEELCHAIR

WATER CLOSET

WOOD BLOCKING

WET BULB

WITHOUT

WITH

WEST

WWR

WWM

WWF

W/W

WTH

WSCT

W.S.

WRB

W/O

WMH

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WHM

WHB

WGL

WWF

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W/C

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W/OUT

X - Z

YARD DRAIN

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PSI

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PLAT

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PCC

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PBD

PAR

PASS WINDOW

PAVING

POLYVINYL CHLORIDE

PAVED

PAPER TOWEL RECEPTACLE

PARTITION

PAPER TOWEL DISPENSER

POST-TENSIONED CONCRETE

PAINT(ED)

POINT

PNEUMATIC TUBE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PRESTRESSED CONCRETE

PRESSED STEEL

PIPE SPACE

PRESSURE-REGULATING VALVE

PROPOSED

PROJECT

PARKING

PREFORMED

PREFINISHED

PREFABRICATE(D)

PAIR

PARTS PER MILLION

POLISHED PLATE GLASS

POWER POLE

PORTABLE

PORCELAIN

POLISHED

PANEL

PLYWOOD

PLATE GLASS

PILING

POUNDS PER LINEAR FOOT

PLUMBING

PLATFORM

PLASTER

PLASTIC LAMINATE

PROPERTY LINE

POWER LINE

PLATE

POST INDICATING VALVE

PREFAB ISOLATION POWER UNIT

POINT OF INTERSECTION

PHARMACY

PHASE

PERIMETER

PERFORATE(D)

PEDESTAL

PAVEMENT DRAIN

CEMENT PLASTER (PORTLAND)

POUNDS PER CUBIC FOOT

PRECAST CONCRETE

PIECE

PUSH BUTTON STATION

PARTICLE BOARD

PANIC BAR

PARALLEL

PUBLIC ADDRESS

POLE

A (CONTINUED)C

DIRECT EXPANSION

DUMBWAITER

DRAWER

DOWEL

DRAWING

DOVETAIL

DRAIN TILE

DOWNSPOUT

DOUBLE STRENGTH (GLASS)

DOOR CLOSER

DRAINBOARD

DRAIN

DOOR

DOWN

DEMOUNTABLE

DAMPER

DAMPPROOFING

DEAD LOAD

DIVISION

DISTRIBUTION PANEL

DISPENSER

DISCONNECT

DIMENSION

DIAGONAL

DIAMETER

DUCT HEATER

DOUBLE HUNG

DRINKING FOUNTAIN

DETAIL

DEPARTMENT

DEPRESSION

DEMOLITION

DEGREE

DUMMY CONTROL JOINT

DOWELED CONTROL JOINT

DOUBLE ACTING DOOR

DOUBLE

DRY BULB

DATUM

PENNY (AS IN NAIL - 10d)

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DEPR

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DBL ACT DR

DBL

DAT

F (CONTINUED)

GYP PLAS

GYP BD

GYP

GWT

GSU

GST

GRTG

GR LN

GRAN

GRND

GPT

GPM

GOVT

GLZ CMU

GLZ

GLF

GL BLK

GKT

GIP

GFE/CI

GFE

GFCI

GEN

GALV STL

GALV

GAL

HYDR

HVAC

HTR

HTG

HSKPG

HSGYP

HPT

HORIZ

HNDRL

HEX

HES

HDWD

HDW

HDR

HD JT

HDBD

HCP

HCD

HERTZ

HYDRAULIC

HEATING, VENTILATING AND AIR CONDITIONING

HEATER

HEATING

HEIGHT

HOUSEKEEPING

HIGH-STRENGTH GYPSUM PLASTER

HIGH STRENGTH

HOUR

HIGH POINT

HORSEPOWER

HIGH PRESSURE

HORIZONTAL

HANDRAIL

HOLLOW METAL

HOOK(S)

HANDHOLE

HEXAGON

HIGH EARLY-STRENGTH CEMENT

HARDWOOD

HARDWARE

HEADER

HEAD JOINT

HARDBOARD

HEAVY DUTY

HEAD

HANDICAPPED

HALON CONTAINMENT DAMPER

HOLLOW CORE

HOSE BIBB

HOUR

ACOUSTICAL WALL TREATMENT

AMERICAN WIRE GAUGE

AVERAGE

AVENUE

AUTOMATIC

ACOUSTICAL TILE CEILING

AMERICAN SOCIETY FOR TESTING AND MATERIALS

ASPHALT

ABOVE SUSPENDED CEILING

ASBESTOS

AMERICAN REFRIGERATION INSTITUTE

ARCHITECTURAL

ARCHITECT

APPROXIMATE

APPROVED

AMERICAN NATIONAL STANDARDS INSTITUTE

ANODIZE

AMPERE

AMBIENT

ALUMINUM

ALTERNATE

ACTIVE LEAF

AMERICAN IRON AND STEEL INSTITUTE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AMPERE INTERRUPTING CAPACITY

AREA INLET

AIR HANDLING UNIT

ANCHOR

AGGREGATE

ABOVE FINISHED FLOOR

AUTOMATIC DOOR OPERATOR

ADJUSTABLE

ADJOINING

ADJACENT

ADHESIVE

ADDENDUM

ADDITIONAL

ACOUSTICAL CEILING TILE

ACOUSTIC

ALUMINUM CABLE STEEL REINFORCED

ACCESS PANEL

ACCESS DOOR

ACRYLIC PLASTIC

AMERICAN CONCRETE INSTITUTE

ACCESSIBLE

ALTERNATING CURRENT

ABOVE

ANCHOR BOLT

AIR CONDITIONING UNIT

AIR CONDITIONING

ANGLE

AWT

AWG

AVG

AVE

AUTO

ATC

ASTM

ASPH

ASC

ASB

ARI

ARCH

APPROX

APPD

ANSI

ANOD

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AMB

ALUM

ALT

A.L.

AISI

AISC

AIC

AHU

AHR

AGGR

AFF

ADO

ADJ

ADH

ADDM

ADD'L

ACT

ACST

ACSR

ACS PNL

ACS DR

ACR

ACI

ACC

ABV

A/C UNIT

A/C

BUR

BTWN

BtuH

Btu

BTM

BSMT

BRZ

BRKT

BRK

BRG PL

BRG

BRDG

BRCG

BOU

BOT

BOS

BOR

BOL

BOD

BLW

BLDG

BJT

BITUM

BEV

BEJ

BDRY

B&B

BOTH WAYS

BUILT-UP ROOFING

BETWEEN

BTU PER HOUR

BRITISH THERMAL UNIT

BOTTOM

BASEMENT

BOTH SIDES

BRONZE

BRACKET

BRICK

BEARING PLATE

BEARING

BRIDGING

BRACING

BACK PLASTER(ED)

BOTTOM OF UNIT

BOTTOM

BOTTOM OF STEEL

BOTTOM OF REGISTER

BOTTOM OF LOUVER

BOTTOM OF DUCT

BOTTOM OF

BENCHMARK

BELOW

BUILDING

BUILDING LINE

BED JOINT

BITUMINOUS

BEVEL

BRICK EXPANSION JOINT

BOUNDARY

BOARD

BOOKCASE

BULLETIN BOARD

BALL AND BURLAP

BOTTOM OF

GYPSUM PLASTER

GYPSUM BOARD

GYPSUM

GATE VALVE

GLAZED WALL TILE

GROUT

GLAZED STRUCTURAL UNITS

GLAZED STRUCTURAL TILE

GRATING

GRADE LINE

GRANITE

GROUND

GYPSUM TILE

GALLONS PER MINUTE

GOVERNMENT

GROUND

GLAZED CONCRETE MASONRY UNITS

GLAZING

GLASS FIBER

GLASS BLOCK

GLASS

GASKET(ED)

GALVANIZED IRON PIPE

GALVANIZED IRON

CONTRACTOR INSTALLED

GOVT-FURNISHED EQUIPMENT /

GOVT-FURNISHED EQUIPMENT

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FACE

GENERAL

GENERAL CONTRACTOR

GRADE BEAM

GRAB BAR

GALVANIZED STEEL

GALVANIZED

GALLON(S)

GAUGE

GAGE

NATURAL GAS

TERMS AND ABBREVIATIONS

KEYWAY

KILOWATT

KILOVOLT AMPERES REACTIVE

KILOVOLT AMPERES

KILOVOLTS

KILOMETER

KICKPLATE

KILOPASCAL

KNOCKOUT PANEL

KITCHEN

KILOPOUND (1000 POUNDS)

KILOGRAM

KWY

kW kVAR kVA kV km

KPL

kPa

KOP

KIT

KIP

LEAVING WATER TEMPERATURE

LIGHTWEIGHT CONCRETE

LOUVER

LIGHTNING

LIGHTING

LIGHTWEIGHT

LIGHT

LOW STEEL

LAWN SPRINKLER

LIVING ROOM

LOW POINT

LIGHTPROOF LOUVER

LIGHTPROOF DOOR

LIGHTPROOF

LONGITUDINAL

LINTEL

LIMESTONE

LUMEN

LONG LEG VERTICAL

LEAD-LINED DOOR

LIVE LOAD

LOCKER

LINEAR

LEFT HAND(ED)

LENGTH

LOAD

LIGHT CONTROL

LUMBER

LABEL

POUNDS

POUND

LAG BOLT

LAVATORY

LAUNDRY

LEAVING AIR TEMPERATURE

LAMINATE

LADDER

LABORATORY

LENGTH OF DEVELOPMENT

ANGLE (# INDICATES SIZE)

LWT

LWC

LVR

LTNG

LTG

LT WT

LPT

LPL

LPD

LONG

LNTL

LMST

LLV

LLD

LKR

LIN

LGTH

LDG

LBR

LBL

LBS

LAV

LAU

LAT

LAM

LAD

LAB

(CONTINUED)O S

SYSTEM

SYNTHETIC

SYMMETRICAL

SWITCHBOARD

SHEAR WALL

SIDEWALK

SWITCH

SHEET VINYL

SUSPENDED

SUBFLOOR

STAIRWAY

STRUCTURAL

STRINGER

STATIC PRESSURE

STORAGE

STEEL

SEATING

STANDARD

STATION

STAINLESS STEEL

SANITARY SEWER MANHOLE

STANDING SEAM (ROOF)

SANITARY SEWER

SERVICE SINK

SHELF AND ROD

SQUARE HEAD

SQUARE

SPEAKER

SPACE HEATER

SPECIAL FINISH

SOUNDPROOF

SPECIFICATION

SOUNDPROOF DOOR

SPECIAL

SPACER

SPACING

SHUT OFF VALVE

SLAB-ON-GRADE

SHEET METAL SCREWS

SHEET METAL

SLEEVE

SEALANT

SKYLIGHT

STEEL JOIST INSTITUTE

SIMILAR

SHELVING

SHEATHING

SHEET

SHOULDER

SHEET GLASS

STRUCTURAL FACING UNIT

STRUCTURAL FACING TILE UNIT

SAFETY GLASS

SEQUENCE

SECTION

STORM DRAIN MANHOLE

STEEL DOOR INSTITUTE

STORM DRAIN

STRUCTURAL CLAY TILE

SCREEN

SAWED CONTRACTION JOINT

SCHEDULE

SOLID CORE

SECURITY BARS

SPLASH BLOCK

SUPPLY AIR

SOUTH

SYS

SYNTH

SYMM

SWBD

SUSP

SUB FL

STWY

STRUCT

STR

ST PR

STOR

STL

STG

STD

STA

SST

SS MH

S&R

SQHD

SPKR

SPH

SP FIN

SPF

SPEC(S)

SPD

SPCL

SPC

SOV

SOG

SMS

SLV

SLNT

SKLT

SJI

SIM

SHV

SHTHG

SHT

SHLDR

SFU

SFTU

SFGL

SEQ

SECT

SD MH

SDI

SCT

SCRN

SCJ

SCHED

S.B.

EXT

EXP BT

EXP

EXST

EXIST

EXH A

EXH

EXC

EWT

EWC

EST

ESCAL

EQUIV

EQUIP

EPY

EPRF

ENTR

ENCL

EMER

EMD

EMBED

ELEV

ELEC

EAT

EXTERIOR

EXPANSION BOLT

EXPOSED

EXPANSION

EXISTING

EXHAUST AIR

EXHAUST

EXCAVATE

ENTERING WATER TEMPERATURE

ELECTRIC WATER COOLER

EACH WAY

ESTIMATE(D)

ESCALATOR

EQUIVALENT

EQUIPMENT

EQUAL

EPOXY COATING

EXPLOSION PROOF

ELECTRICAL PANELBOARD

ENTRANCE, ENTERING

ENCLOSE(URE)

EMERGENCY

ESTIMATED MAXIMUM DEMAND

EMBEDMENT

EXPANDED METAL

ELEVATION

ELECTRIC / ELECTRICAL

ELECTRIC

ELEVATION - GRADE OR BUILDING

EXPANSION JOINT

EACH FACE

ELECTRICAL CONTRACTOR

ENTERING AIR TEMPERATURE

EACH

EAST

COMPARTMENT

COMMUNICATION

COMBUSTION

COMMON

COLUMN

CONTRACTING OFFICER REPRESENTATIVE

COEFFICIENT

CORPS OF ENGINEERS

CARBON DIOXIDE

CLEANOUT

COUNTER

CORNER

CONDUCTIVE NEOPRENE LATEX

CONDUIT

CONCRETE MASONRY UNIT

COMPOSITE

CORRUGATED METAL PIPE

CENTIMETER(S)

CLEAR WIRED GLASS

CLEAR(ANCE)

CLOSURE

CLOSET

CONTRACT LIMIT LINE

CLEAR GLASS

CEILING HEIGHT

CEILING

CHAIN LINK FENCE

CENTER LINE

CIRCUIT BREAKER

CIRCUIT

CONTROL JOINT / CONSTRUCTION JOINT

CIRCULAR

CAST-IN-PLACE

CURB INLET

CAST IRON

CHROME PLATED

CHECK

CHIMNEY

CHAMFER

CHALKBOARD

CORNER GUARD

CUBIC FEET PER SECOND

COLD FORMED METAL FRAMING

CUBIC FEET PER MINUTE

COUNTERFLASHING

CONDUCTIVE FLOORING

CERAMIC

CEMENT PLASTER

CEMENT

COVER ELEVATION

CLOSED CIRCUIT TELEVISION

CUBICLE CURTAIN TRACK

CATCH BASIN

CAPACITY

CABINET

COMPT

COMM

COMB

COM

COL

C.O.R.

COEFF

C.O.E.

CO2

CNTR

CNR

CNL

CND

CMU

CMPST

CMP

CLWG

CLR

CLOS

CLO

CLL

CLGL

CLG HT

CLG

CLF

CKT BRKR

CKT

CIRC

CIP

CHR PL

CHK

CHIM

CHFR

CH BD

CFS

CFMF

CFM

CFLG

CFI

CER

CEM PLAS

CEM

CCTV

CCT

CAP

CAB

CYLINDER

COLD WATER

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)

CEILING VENT

CUBIC YARDS

CABINET UNIT HEATER

CUBIC FEET

COPPER

CONDENSING UNIT

CENTER

CENTER TO CENTER

CURRENT TRANSFORMER

CERAMIC TILE

CASEMENT

COUNTERSUNK

CAST STONE

CONCRETE REINFORCING STEEL INSTITUTE

COURSE(S)

CROSS GRAIN

CORROSIVE RESISTANT STEEL

CIRCUMFERENCE

CARPET

COMPRESSIBLE

CONTROL POINT

COVER

CORRIDOR

COORDINATE

CONTRACTOR

CONTINUE / CONTINUOUS

CONSTRUCTION

CONNECT

CONCRETE

CYL

CVH

CU YD

CUH

CU FT

CTR

C TO C

CSMT

CSK

CRSI

CRS

CRG

CRES

CRCMF

CPT

CPRS

COV

CORR

COORD

CONTR

CONT

CONSTR

CONN

CONC

FINISH FLOOR

FINISH

FIGURE

FLAT HEAD WOOD SCREW

FIRE HOSE STATION

FIRE HOSE RACK

FLAT HEAD MACHINE SCREW

FIRE HOSE CABINET

FLAT HEAD

FIRE HYDRANT

FIBERGLASS

FINISHED FLOOR ELEVATION

FACTORY FINISH

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER

FOUNDATION

FIRE DAMPER

FLOOR DRAIN

FAN COIL UNIT

FLOOR CLEANOUT

FLOOR CONSTRUCTION JOINT

FACING

FACE BRICK

FOOT CANDLE

FIRE BRICK

FLOOR BEAM

FRESH AIR INTAKE

FIRE APPARATUS CLOSET

FRESH AIR

FIRE ALARM

FAHRENHEIT

FIN FLR

FIN

FIG

FHWS

FHS

FHR

FHMS

FHC

FGL

FFE

FEC

FEB

FDTN

FDMPR

FCU

FCO

FCJ

FCG

FC BRK

F BRK

FAI

FAC

FABRIC WALL COVERING

FIRE WATER

FUTURE

FURRING

FOOTING

FEET

FASTEN(ER)

FULL SIZE

FIRE-RETARDANT

FRAMING

FORGED

FRAME

FIRE RESISTANT

FEET PER MINUTE

FIREPROOF

FIRE PARTITION

FACE OF STUD

FACE OF MASONRY

FACE OF FINISH

FACE OF CONCRETE

FOUNDATION

FENCE

FORCE MAIN

FLUORESCENT

FLOOR PLATE

FLOORING

FLEXIBLE

FLOOR

FLASHING

FLOW LINE

FLUSH JOINT

FIXTURE

FWC

FUT

FURG

FTG

FSTNR

FRT

FRMG

FRG

FPM

FOS

FOM

FOF

FOC

FND

FLUOR

FLR PL

FLG

FLEX

FLR

FLASH

FJT

FIXT

INDUSTRIAL SEWER

INSIDE PIPE SIZE

IRON PIPE SIZE

IRON PIPE

INVERT

INTERMEDIATE

INTERIOR

INSULATION

INSULATING FILL

INFORMATION

INCLUDED

INCINERATOR

INCH

INTERLOCK

OF NORTH AMERICA

ILLUMINATING ENGINEERING SOCIETY

INSIDE DIAMETER

INTERCOM

INTERNATIONAL BUILDING CODE

I.P.S.

IPS

INV

INTM

INT

INSUL

INSF

INFO

INCL

INCIN

ILK

IESNA

IBC

JOINT

JOIST

JUNCTION

JUNCTION BOX

JANITOR’S CLOSET

JST

JCT

J-BOX

JAN CLO

MONITORING WELL

MULLION

MOVABLE

METAL

METAL FURRING

MOUNTED

MOUNT

METAL THRESHOLD

MACHINE SCREWS

METAL ROOF DECKING

MARBLE BASE

MOP RECEPTOR

MEGAPASCAL

MOVABLE PARTITION

MANUFACTURER

MOTOR

MODIFIED

MODULAR

MASONRY OPENING

(INSTALLATION BY CONTRACTOR)

MATERIAL NOT IN CONTRACT

MILLIMETER(S)

MILLWORK

MOULDING

MONOLITHIC

METAL LATH

MISCELLANEOUS

MIRROR

MINIMUM

MALLEABLE IRON

MANHOLE

MATTE-GLAZED TILE

MOTOR GENERATOR

MANUFACTURER

MANUFACTURING

METAL FLOOR DECKING

METAL EDGE STRIP

MEMBRANE

MEDIUM

MECHANICAL ROOM

MECHANICAL

METAL DIVIDER STRIP

METAL-CASED OPENING

MASONRY CONTROL JOINT

MEDICINE CABINET

MEMBER

MACHINE BOLTS

MAXIMUM

MATERIAL(S)

MASONRY

MACHINE

MATCHED AND BEADED

METER(S)

MULL

MVBL

MTL

MTFR

MTD

MRD

MRB

MPa

MNFR

MOT

MOD.

MOD

MNIC

MLWK

MLDG

MISC

MIRR

MIN

MGT

MFR

MFG

MFD

MES

MEMB

MED

MECH RM

MECH

MDS

MCO

MCJ

MBR

MAX

MATL

MAS

MACH

M&B m

NOT TO SCALE

NOT REQUIRED

NOISE REDUCTION COEFFICIENT

NOISE REDUCTION

NOMINAL

NUMBER

NORMALLY OPEN

NONMETALLIC

NEOPRENE LATEX

NAILABLE

NOT IN CONTRACT

NICKEL

NATIONAL FIRE PROTECTION ASSOCIATION

ASSOCIATION

NATIONAL ELECTRICAL MANUFACTURERS

NATIONAL ELECTRICAL CODE

NORMALLY CLOSED

NATURAL

NORTH

NOT APPLICABLE

NUMBER SYMBOL FOR REBAR SIZE

NTS

N'REQD

NRC

NOM

N.L.

NIC

NFPA

NEMA

NEC

NAT

N/A

OVERHEAD

OBSCURE GLASS

OFFICE

OUTSIDE DIAMETER

ON CENTER EACH WAY

ON CENTER

OBSERVATION WINDOW

OBSCURE

OUTSIDE AIR

OGL

OFC

OCEW

OBW

OBSC

OBSCURE WIRED GLASS

OUTSIDE SCREW AND YOKE

OPERATIONS

OPAQUE

OPPOSITE

OPENING

OPPOSITE HAND

OVALHEAD WOOD SCREW

OVALHEAD MACHINE SCREW

OVERHEAD ELECTRIC

OWGL

OS & Y

OPS

OPQ

OPP

OPNG

OHWS

OHMS

OHE

RWC

RVT

RVS

RTF

RPRT

RPM

ROW

RND

RLG

RFG

REV

RET

RESIL

REQ'D

REM

REINF

REG

REFR

REFL

REF

RECT

REC ROOM

RECPT

RDG INS

RCVR

RCP

RCB

RBR

RBL

RAR

RA GR

RAB

RAINWATER CONDUCTOR

RIVET

REVERSE

RUBBER TILE FLOOR

RAISED PATTERN RUBBER TILE

REVOLUTIONS PER MINUTE

RETRACTABLE PARTITION

RIGHT OF WAY

ROUGH OPENING

ROUND

ROOM

RAILING

RACK

ROOF HATCH

RIGHT HAND

RELATIVE HUMIDITY

ROOFING

REVISION

RETURN

RESILIENT

REQUIRED

REMOVE(ABLE)

REINFORCEMENT

REINFORCE

REGLET

REFRIGERATION

REFLECT

REFERENCE

RECTIFIER

RECREATION ROOM

RECEPTACLE

RIGID INSULATION

ROAD

ROOF DRAIN

RECEIVER

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE BOX

REMOTE CONTROL

RUBBER

RUBBLE STONE

ROOF BEAM

RESILIENT BASE

RUBBER BASE

RETURN AIR REGISTER

RETURN AIR GRILLE

RABBETED

RETURN AIR

RISER

RANGE

RADIUS

STRUCTURAL CLAY TILE

SCREEN

SAWED CONTRACTION JOINT

SCHEDULE

SOLID CORE

SECURITY BARS

SPLASH BLOCK

SUPPLY AIR

SOUTH

SCT

SCRN

SCJ

SCHED

S.B.

(CONTINUED)

TYP

TSTAT

TRANS

TPTN

TPD

TOW

TOS

TOPO

TOL

TOD

TOC

TKS

TK BD

THRES

THK

TGL

TERM

TER

TEMP

TEL

TAN

TAB

T&G

T&B

T/SLAB

TYPICAL

TELEVISION

THERMOSTAT

TRANSVERSE

TRANSOM

TOILET PARTITION

TOILET PAPER DISPENSER

TEST PIT

TOP OF WALL

TOP OF STEEL

TOP OF SLAB

TOPOGRAPHY

TOP OF LOUVER

TOLERANCE

TOP OF DUCT

TOP OF CONCRETE

TOP OF

TACKSTRIP

TACKBOARD

THRESHOLD

THICK(NESS)

TRUSS HEAD

TOGGLE

TERMINAL

TERRAZZO

TEMPORARY

TEMPERATURE

TELEPHONE

TERRA COTTA

TOWEL BAR

TANGENT

TONGUE AND GROOVE

TEST AND BALANCE

TOP AND BOTTOM

TOP OF SLAB

TOP OF

TREAD

UNIT VENTILATOR

UTILITY

URINAL

UNINTERRUPTABLE POWER SUPPLY

UNLESS NOTED OTHERWISE

UNFINISHED

UNEXCAVATED

UNDERWRITERS LABORATORIES

UNKNOWN

UNIT HEATER

UNDERGROUND TELEPHONE

UNDERGROUND

UNDERGROUND ELECTRIC

UNDERGROUND

UNIFIED FACILITIES CRITERIA

UNIT COOLER

UNITED STATES

UTY

UTIL

UPSUR

UNO

UNFIN

UNEX

UKN

UGT

UGND

UGE

UFC

U.S.

VINYL WALL COVERING

VENT THRU ROOF

VOLTAGE TRANSFORMER

VENT STACK

VERMICULITE

VAPOR RETARDER

VOLUME

VENEER

V-JOINT(ED)

VINYL HOMOGENEOUS

VERTICAL GRAIN

VINYL FABRIC

VESTIBULE

VERTICAL

VENTILATOR(TION)

VAULT DOOR

VITRIFIED CLAY TILE

VINYL COMPOSITION TILE

VITRIFIED CLAY PIPE

VINYL BASE

VARNISH

VOLT

VWC

VTR

V.T.

VRM

VOL

VNR

VEST

VERT

VENT

VCT

VCP

VAR

G-002

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\ABBREVIATIONS

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CUTTING PLANE LINE

SECTION IDENTIFICATION LETTER

WHERE SECTION IS SHOWN

SHEET NUMBER OF DRAWING

OBJECT REFERENCED

CUTTING PLANE LINE

OBJECT REFERENCED

DETAIL IDENTIFICATION NUMBER

SECTION IDENTIFICATION LETTER

DETAIL BOUNDARY

WHERE SECTION IS SHOWN

SHEET NUMBER OF DRAWING

WHERE DETAIL IS SHOWN

SHEET NUMBER OF DETAIL

EXTERIOR VIEW LETTER

INTERIOR VIEW NUMBER

WHERE VIEW IS SHOWN

SHEET NUMBER OF DRAWING

WHERE VIEW IS SHOWN

SHEET NUMBER OF DRAWING

PLAN NORTH

TRUE NORTH

GRAPHIC SCALE

TEXT SCALE

DETAIL TITLESECTION TITLE

SCALE SCALE

PLAN OR PROFILE TITLEGRID DESIGNATOR

GRID DESIGNATOR GRID DESIGNATOR

S O

A T

N N

D E

N E

D B

D E

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

DRAWING SET TABLE OF CONTENTS

SITE PLAN LINE STYLE LEGEND

SHEET NAMING LEGEND

CS501

SAMPLE SHEET NAME: SAMPLE CADD FILE NAME:

K1001_CS501.DGN

2-DIGIT SHEET SEQUENCE (00-99)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)

5-DIGIT PROJECT CODE (TRI-SERVICE STANDARD)

2-DIGIT SHEET SEQUENCE (00-99)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)

INTERDISCIPLINARY LEGENDS

A-

C-

B-

V-

G-

ARCHITECTURAL ELEMENTS

ARCHITECTURAL GENERAL

STRUCTURAL

CIVIL SITE UTILITY

CIVIL SITE PAVING

CIVIL GRADING

CIVIL SITE

CIVIL DEMOLITION

CIVIL GENERAL

GEOTECHNICAL

SURVEY/MAPPING

GENERAL

MECHANICAL CONTROLS

MECHANICAL ELEMENTS

MECHANICAL DEMOLITION

MECHANICAL GENERAL

PLUMBING

FIRE SPRINKLER

FIRE ALARM

FIRE PROTECTION

INTERIOR ELEMENTS - FURNITURE

INTERIOR ELEMENTS

INTERIOR GENERAL

M-

P-

F-

I-

TELECOMMUNICATION SITE

TELECOMMUNICATION

ELECTRICAL POWER

ELECTRICAL LIGHTING

ELECTRICAL LIGHTING PROTECTION

ELECTRICAL SITE

ELECTRICAL DEMOLITION

ELECTRICAL

T-

E-

DISCIPLINE DESIGNATION

PROPERTY LINE

CONSTRUCTION EASEMENT

CONSTRUCTION CONTRACT LIMIT

RIGHT OF WAY

FIBER OPTICS

TREE LINE

SANITARY WASTE

GAS (HIGH PRESSURE)

GAS (LOW PRESSURE)

COMMUNICATION

DITCH

WATER LINE

SANITARY SEWER - FORCE

TELEPHONE

DEMOLITION UTILITY LINE

STORM DRAIN

FENCE

GUARDRAIL

ELECTRICAL SECONDARY

ELECTRICAL PRIMARY

SEE SHEET S-001 FOR LEGEND

TERMS AND ABBREVIATIONS

WATER HANDHOLE

WATER MANHOLE

WATER METER

SANITARY MANHOLE

SANITARY METER

SEPTIC TANK

SANITARY CLEANOUT

STORM DRAINAGE MANHOLE

NATURAL GAS SHUTOFF

NATURAL GAS MANHOLE

NATURAL GAS METER

MANHOLE ELECTRICAL

ELECTRICAL HANDHOLE

TELEPHONE MANHOLE

COMMUNICATION MANHOLE

TRANSFORMER (POLE MOUNTED)

GUY WIRE

HORIZONTAL CONTROL POINT

VERTICAL CONTROL POINT

BORING DRILLED

PIEZOMETER

MONITORING WELL

COMMUNICATINON VAULT

ELECTRICAL VAULT

NATURAL GAS VAULT

TELEPHONE VAULT

FIRE HYDRANT

HORIZONTAL VERTICAL CONTROL POINT

UTILITY POLE

SITE PLAN SYMBOL LEGEND

MATERIAL SYMBOL LEGEND

SHEET REFERENCE SYMBOL LEGEND

FULL ELEMENT SECTION

PARTIAL ELEMENT SECTION

DETAIL INDICATOR

EXTERIOR ELEVATION

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

INTERIOR ELEVATION

SITE PLAN

SCALE: 1" = 20'-0" 20' 40'0

DRAWING TITLE (TYP) NORTH ARROW

D4 SCALE: 1" = 20'-0"

BICYCLE RACK DETAIL

E8 SCALE: 1" = 20'-0"

PAVEMENT SECTION

DETAIL TITLESECTION TITLE

STRUCTURAL LEGEND

CULVERT - DRAINAGE PIPE

G-003

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M Y C

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EARTH, COMPACTED

ROCK

RIPRAP

CONCRETE

FILTRATION BED

ASPHALT

GROUT SAND

G E

N E

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SURVEY CONTROL POINT

L X

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.d w g

VIEWING PLANE

LOW STEEL

LENGTH

POUND

INDUSTRIAL SEWER

INVERT

INCH

INSIDE DIAMETER

HYDRAULIC

HEIGHT

GAS VALVE

GRAVEL

GROUND

GAUGE

GATE VALVE

GAS

FIELD VERIFY

FEET

FORCE MAIN

FLOW LINE

FINISHED FLOOR ELEVATION

FIGURE

FIELD INLET

FIRE HYDRANT

EXISTING

EACH WAY

END SECTION

EQUAL

ENGINEER OF RECORD

EDGE OF PAVEMENT

ELEVATION (GRADE OR BLDG)

ELECTRIC

DOWELS

DRAWING

DETAIL

DUCTILE IRON PIPE

DIMENSION

DIAMETER

DROP INLET

DEGREE

DRAIN BASIN

CUBIC YARDS

CONTROL POINT

CONCRETE

COMMUNICATIONS

CORRUGATED METAL PIPE

CHAIN LINK FENCE

CURB INLET

CUBIC FEET PER SECOND

CATCH BASIN

CAPACITY

CONTRACTING OFFICER REPRESENTATIVE

CORPS OF ENGINEERS

CAST IRON

CONTROLED LOW STRENGTH MATERIAL

CENTER LINE

BOTTOM

BOTTOM OF STEEL

BUILDING

BOUNDARY

BENCH MARK

BALL AND BURLAP

AVERAGE

AVENUE

ASPHALT

APPROXIMATE

AREA INLET

LGTH

LBS

INV

I.D.

HYD

GRVL

GRND

G.V.

FFE

FIG

E/EX./EXIST

EOR

EOP

DWLS

DGN

DTL

DIP

DIM

DEG

CU YD

CONC

COMM

CMP

CLF

CFS

CAP

C.O.R.

C.O.E.

C.I.

CLSM

BTM

BOS

BLDG

BDRY

B.M.

B&B

AVG

AVE

ASPH

APPROX

WWF

WMH

W/O

VOL

VERT

VCP

UTY

UKN

UGT

UGE

U.S.

TYP

TOS

TOC

TEL

TAB

STD

STA

SSMH

SPEC

SECT

SDMH

ROW

REV

REQ'D

REINF

RCP

RCB

RAD OR R

PSI

PSF

PROP

PIV

PERF

OHE

NO.

NIC

MON

MIN

MECH

YARD

WELDED WIRE FABRIC

WATER VALVE

WATER MANHOLE

WATERLINE

WITHOUT

WITH

WEST

VOLUME

VERTICAL

VITRIFIED CLAY PIPE

UTILITY

UNKNOWN

UNDERGROUND TELEPHONE

UNDERGROUND ELECTRIC

UNDERGROUND

UNITED STATES

TYPICAL

TEST PIT

TOP OF STEEL

TOP OF CONCRETE

TELEPHONE

TOP AND BOTTOM

STANDARD

STATION

SANITARY SEWER MANHOLE

SANITARY SEWER

SPECIFICATIONS

SPACING

SECTION

STORM DRAIN MANHOLE

STORM DRAIN

SIDEWALK

SOUTH

RIGHT OF WAY

REVISIONS

REQUIRED

REINFORCMENT

ROAD

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE BOX

RADIUS

POINT

POUNDS/SQUARE INCH

POUNDS/SQUARE FOOT

PROPOSED

POWER POLE

POWER LINE

POST INDICATOR VALVE

PERFORATED

PAVEMENT DRAIN

POLE

OVERHEAD ELECTRIC

OVERHEAD

OUTSIDE DIAMETER

ON CENTERS

NUMBER

NOT IN CONTRACT

NORTH/NEW

MONITORING WELL

MONUMENT

MINIMUM

MANHOLE

MECHANICAL

MATCH EXISTING

CS501

A-201

A-202

A-201

F2 H3

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T O C

A M P M

C T U

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A5 SCALE: NTSA1 SCALE: NTS

D1 SCALE: NTS

VICINITY MAP

OKINAWA MAP KADENA AIR BASE

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STEARLEY HEIGHTS

E5 SCALE: NTS

MOLLAND STREET

BONG DRIVE

WESTBROOK AVENUE

FAIRCHILD AVENUE

CRAGGE DRIVE

WESTBROOK DRIVE

KUTER BOULEVARD

MOORE AVENUE

VINCENT AVENUE

MELVILLE AVENUE

PATTERSON AVENUE

CHRISTO AVENUE

BUSICK DRIVE

KEARBY LOOP

STEARLEY HEIGHTS

DEVELOPMENT CENTER

NIKO NIKO CHILD

ELEMENTARY SCHOOL

STEARLEY HEIGHTS

N A

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AND STORAGE AREA (COSA)

CONTRACTOR'S OPERATIONS

S O

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A5 SCALE: NTS

GATE 1 KUTER BLVD

THE COSA LOCATION(S) WILL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH KADENA AIR BASE REQUIREMENTS.17.

ORDERS OF THE CONTRACTING OFFICER, BE IN ACCORDANCE WITH KADENA AIR BASE REQUIREMENTS.

ALL WORK, MOVEMENT, AND PARKING OF EQUIPMENT SHALL, IN ADDITION TO THE REQUIREMENTS OF THESE SPECIFICATIONS, AND 16.

AUTHORITIES. ON INSTALLATION HAULING SHALL NOT INTERFERE WITH OPERATIONS.

IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE OFF INSTALLATION HAUL ROUTES WITH THE APPROPRIATE 15.

LIMITS OF COSA.

ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND OTHER MATERIALS SHALL REMAIN WITHIN THE 14.

THE CONSTRUCTION.

OFFICER. THE CONTRACTOR SHALL AT ALL TIMES ENSURE AGAINST UNAUTHORIZED ENTRY OR ACCESS TO THE SECURED AREAS OF

CONTRACTOR ACCESS TO THE WORK SITE SHALL BE AS SHOWN ON THIS SHEET UNLESS OTHERWISE APPROVED BY THE CONTRACTING 13.

DURING THE ENTIRE CONSTRUCTION PERIOD.

THE CONTRACTOR SHALL PROVIDE UNRESTRICTED ACCESS TO THE SITE BY AUTHORIZED PERSONNEL FOR INSPECTION PURPOSES 12.

ESTABLISHMENT OF GRASS.

THE CONTRACTOR SHALL RESTORE ALL GRASSED AREAS USED FOR HAUL ROADS TO THEIR ORIGINAL CONDITION, INCLUDING THE 11.

SECURITY FENCING, RESTORATION OF THE SITE AT PROJECT COMPLETION.

IS NOT LIMITED TO, CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF ALL TEMPORARY UTILITIES, ACCESS ROADS, ALL

ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND COSA SITE SHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES BUT 10.

CONTRACTOR CEASES OPERATION.

ALL BARRICADE LIGHTING SHALL BE VERIFIED BY THE CONTRACTOR FOR PROPER OPERATION AT THE END OF EACH DAY BEFORE 9.

THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY REQUIRED COSA UTILITIES AT HIS OWN EXPENSE.8.

RESTORED TO ORIGINAL OR BETTER CONDITION AT NO EXTRA COST TO THE GOVERNMENT.

APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE WORK. DAMAGE TO PAVEMENT DUE TO CONSTRUCTION TRAFFIC SHALL BE

TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE SITE SHALL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE

SHALL BE PREPARED JOINTLY BY THE CONTRACTOR AND THE CONTRACTING OFFICER. FENCING, DRAINAGE, GRADING AND

BETTER, UPON PROJECT COMPLETION. A CONDITION REPORT OF THE BEFORE AND AFTER CONDITIONS OF ON-SITE HAUL ROUTES

ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION OR 7.

CONTRACTORS ARE RESPONSIBLE FOR SECURING THEIR EQUIPMENT, MATERIALS, AND VEHICLES.6.

EACH DAY.

UNLESS NOTED OTHERWISE, ALL CONTRACTOR EQUIPMENT MUST BE TAKEN BACK TO THE COSA UPON THE COMPLETION OF WORK 5.

WITHOUT DELAYS TO THE EMERGENCY RESPONSE TIME.

USE OF THE ON-SITE HAUL ROUTE SHALL BE SUCH THAT THE EMERGENCY RESPONSE VEHICLES CAN OPERATE ON THESE ROADS

BASE EMERGENCY VEHICLES MUST HAVE UNRESTRICTED USE OF THE EXISTING ON-SITE HAUL ROUTES AT ALL TIMES; CONTRACTOR 4.

OFFICER.

ALL CONSTRUCTION TRAFFIC SHALL TRAVEL ON THE ROUTES INDICATED ON THIS DRAWING OR AS APPROVED THE CONTRACTING 3.

OPERATIONS AND STORAGE AREA (COSA), IF NECESSARY. THE CONTRACTOR'S EMPLOYEES WILL ONLY PARK IN THE COSA.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EMPLOYEE TRANSPORTATION BETWEEN THE WORK AND CONTRACTOR'S 2.

GATES IS PROHIBITED, UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

GATE 1 SHALL BE THE ACCESS POINT FOR ALL KADENA AIR BASE CONSTRUCTION TRAFFIC. ACCESS VIA OTHER KADENA AIR BASE 1.

CONTRACTOR ACCESS AND HAUL ROUTE NOTES:

SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.5.

THE CONTRACTING OFFICER.

REQUESTS FOR EXCEPTIONS TO THE POLICIES AND PROCEDURES OF THIS DOCUMENT SHALL BE COORDINATED IN ADVANCE THROUGH 4.

VEHICLE AND/OR TRAILER WHEN ARRIVING AT THE GATE.

NOTIFIED. VEHICLE OPERATORS MUST HAVE IN THEIR POSSESSION A COMMERCIAL MANIFEST IDENTIFYING THE CONTENTS OF THE

ALL VEHICLE DELIVERIES SHALL BE COORDINATED IN ADVANCE WITH THE CONTRACTING OFFICER, SO THAT THE GATE GUARDS MAY BE 3.

CONTRACTORS ARE EXPECTED TO FAMILIARIZE THEMSELVES WITH AND COMPLY WITH THESE PROCEDURES.

VEHICLES AND PERSONS ENTERING KADENA AIR BASE ARE SUBJECT TO SEARCH AND INSPECTION PRIOR TO ENTERING. 2.

ESCORTED AT ALL TIMES BY A PERSON CARRYING AN AUTHORITY-ISSUED ESCORT BADGE.

EACH PERSON ENTERING ALL BASES AND INSTALLATIONS IS REQUIRED TO CARRY A BASE PASS AND IDENTIFICATION, OR TO BE 1.

ACCESS REQUIREMENTS:

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:57:07 AM 4/8/2020

...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\HAUL ROUTES

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SHEET ID

®of Engineers

US Army Corps

U .S

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EMMERT CT

CONTROL SIGNS:

KADENA TRAFFIC

PROJECT LIMITS

GENERAL SHEET NOTES

TRAFFIC CONTROL SIGN

CONE OR DELINEATOR

DIRECTION OF VEHICLE TRAFFIC

LEGEND

BARRICADE

ROADCLOSED

ROAD

CLOSED

A EADH

ROADCLOSED

AHEAD

C OSEDL

ROAD

NARROW STREET AND WHERE AS NEEDED.

VEHICLE TRAFFIC WHERE TWO WAY IS NOT AVAILABLE DUE TO

12. PLACEMENT OF PERSONNEL IS REQUIRED TO CONTROL THE

ACHIEVED TO ACCOMMODATE TWO WAY TRAFFIC.

CLOSURES WHERE SEPARATE 9.0 METER CONED LANES CANNOT BE

11. ONE WAY TRAFFIC CONTROL ARE REQUIRED FOR ONE LANE

DAYS IN ADVANCE OF WORK.

CONTROL PLAN AND SCHEDULE FOR REVIEW AND APPROVAL 45

TRAFFIC ENGINEER. THE CONTRACTOR SHALL SITE SPECIFIC

BE APPROVED BY THE RESIDENT ENGINEER AND KADENA AIR BASE

10. ALL LANE CLOSURES, ROAD CLOSURES, AND DETOURS MUST

SIGNS UPON COMPLETION OF EACH PHASE OF WORK.

9. REPLACE PERMANENT PAVEMENT MARKINGS AND TRAFFIC

REVERSE ORDER OF INSTALLATION.

SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE

CONTROL DEVICES NO LONGER NEEDED TO PERMIT FREE AND

IS COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TRAFFIC

8. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK

ON BOTH FACE).

INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE MESSAGES

BE APPROPRIATELY COVERED TO PRECLUDE THE DISPLAY OF

7. THE BACKS OF ALL SIGNS USED FOR TRAFFIC CONTROL SHALL

APPLICABLE OR NOT IN USE.

REMOVED OR COVERED WHENEVER THE MESSAGE IS NOT

6. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY

SHALL BE RESTORED UPON COMPLETION OF THE WORK.

CONTROL PLANS SHALL BE REMOVED OR COVERED. ALL SIGNS

CONSTRUCTION ZONE THAT ARE IN CONFLICT WITH THE TRAFFIC

5. REGULATORY AND WARNING SIGNS WITHIN THE

PROGRESSIVELY TOWARD THE WORK AREA.

PLACED FIRST. THE OTHERS SHALL THEN BE PLACED

THE SIGN OR DEVICE FARTHEST FROM THE WORK AREA SHALL BE

4. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT

WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC.

3. CONES AND DELINEATORS SHALL BE EXTENDED TO A POINT

MAX. THROUGHOUT THE WORK AREA.

2. CONES AND DELINEATORS SHALL BE INSTALLED 2 METERS O.C.

FIELD CONDITIONS.

1. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO FIT

M O

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A N

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W E S

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M E

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SCHOOL

ELEMENTARY

HEIGHT

STEARLEY

CENTER

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DEVELOP-

CHILD

NIKO

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...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\TRAFFIC CONTROL PLAN

E T

H S

T R

E E

G-006

A R

M Y C

O R

P S O

F E

N G

E E

R S

65%

L X

E Z

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

S E

E C

O V

E R S

H E

E T

S E

E C

O V

E R S

H E

E T

A P

-5

K A

N S

A S C

M O

K A

N S

A S C

Y D

T R

E N

A M

D E

N B

E R

N A

B I

D E

N B

E R

G E

N A

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

E A

V E

J A

P A

N D

T R

T A

P R

A F F

O N

T R

O L P

L A

SCALE: 2000

TRAFFIC CONTROL PLAN

L X

E Z

G -0

GENERAL SHEET NOTES

1. RADON SYSTEM LOCATIONS REQUIRE CONFIRMATION AND WILL

BE INDICATED AT 95% SUBMITTAL.

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

SHEET ID

G-007

C E

R M

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

N .B

U R

N .B

U R

C .B

R O

W N

C O

S H

C O

S H

65%

H O

N G

Y H

-F

H _D

, A P

Y D

2T H

Y, M

RESIDENCE DETAIL SCHEDULE

BUILDING

BUILDI

UNIT

TYPE PHASE

ROOF

TYPE

REPLACEMENT

PATIO RADON OPTIONS

2220 D3 - 53 PHASE III A NONE BASE

2221 G3 - 53 PHASE III A NONE BASE

2223 G3 - 53 PHASE III A NONE BASE

2225 D3 - 53 PHASE III A NONE BASE

2227 D3 - 53 PHASE III B NONE BASE

2260 D3 - 53 PHASE III A NONE BASE

2262 L3 - 53 PHASE III A NONE BASE

2264 G3 - 53 PHASE III B NONE BASE

2266 D3 - 53 PHASE III A NONE BASE

2268 D3 - 53 PHASE III B NONE BASE

2270 L3 - 53 PHASE III A NONE BASE

2272 G3 - 53 PHASE III A NONE BASE

2274 D3 - 53 PHASE III A NONE BASE

2276 L3 - 53 PHASE III A NONE BASE

2278 D3 - 53 PHASE III A NONE BASE

2296 L3 - 53 PHASE III B NONE BASE

2298 D3 - 53 PHASE III B NONE BASE

PHASE IV

1819 D3 - 53 PHASE IV A NONE OPTION 6

1821 G3 - 53 PHASE IV A NONE OPTION 6

1823 L3 - 53 PHASE IV A NONE OPTION 6

1825 G3 - 53 PHASE IV A NONE OPTION 6

1827 D3 - 53 PHASE IV A NONE OPTION 6

1829 D3 - 53 PHASE IV A NONE OPTION 6

1831 L3 - 53 PHASE IV B NONE OPTION 7

1833 D3 - 53 PHASE IV A NONE OPTION 7

1835 G3 - 53 PHASE IV A NONE OPTION 7

1837 D3 - 53 PHASE IV A NONE OPTION 7

1839 N3 - 53 PHASE IV A NONE OPTION 7

1841 L3 - 53 PHASE IV A NONE OPTION 7

1843 G3 - 53 PHASE IV A NONE OPTION 7

2104 D3 - 53 PHASE IV A NONE OPTION 5

2106 G3 - 53 PHASE IV A NONE YES OPTION 5

2108 D3 - 53 PHASE IV A NONE OPTION 5

2110 L3 - 53 PHASE IV A NONE YES OPTION 5

2112 D3 - 53 PHASE IV A NONE OPTION 4

2114 G3 - 53 PHASE IV A NONE OPTION 4

2116 L3 - 53 PHASE IV A NONE YES OPTION 4

2118 G3 - 53 PHASE IV B NONE OPTION 4

2120 D3 - 53 PHASE IV A NONE OPTION 3

2122 L3 - 53 PHASE IV B NONE OPTION 3

2124 D3 - 53 PHASE IV A NONE YES OPTION 3

2126 G3 - 53 PHASE IV A NONE OPTION 3

2128 L3 - 53 PHASE IV A NONE OPTION 3

2200 L3 - 53 PHASE IV A NONE OPTION 2

2201 D3 - 53 PHASE IV A NONE OPTION 2

2202 L3 - 53 PHASE IV A NONE OPTION 2

2204 D3 - 53 PHASE IV A NONE OPTION 2

2206 G3 - 53 PHASE IV A NONE OPTION 2

RESIDENCE DETAIL SCHEDULE

BUILDING

BUILDI

UNIT

TYPE PHASE

ROOF

TYPE

REPLACEMENT

PATIO RADON OPTIONS

PHASE I

2222 L3 - 53 PHASE I A NONE BASE

2224 D3 - 53 PHASE I A NONE YES BASE

2226 D3 - 53 PHASE I A NONE YES BASE

2228 G3 - 53 PHASE I A NONE BASE

2230 D3 - 53 PHASE I A NONE BASE

2234 L3 - 53 PHASE I A NONE BASE

2236 D3 - 53 PHASE I A NONE BASE

2238 D3 - 53 PHASE I A NONE BASE

2240 G3 - 53 PHASE I A YES BASE

2242 D3 - 53 PHASE I B NONE BASE

2244 G3 - 53 PHASE I A NONE BASE

2245 G3 - 53 PHASE I A NONE BASE

2246 L3 - 53 PHASE I A NONE BASE

2247 G3 - 53 PHASE I A NONE BASE

2248 G3 - 53 PHASE I A NONE BASE

2249 L3 - 53 PHASE I A NONE BASE

2250 D3 - 53 PHASE I A NONE BASE

2251 N3 - 53 PHASE I A NONE BASE

2252 D3 - 53 PHASE I A NONE BASE

2253 D3 - 53 PHASE I A NONE BASE

2254 L3 - 53 PHASE I A NONE BASE

2255 L3 - 53 PHASE I B NONE BASE

2256 G3 - 53 PHASE I A NONE BASE

2257 D3 - 53 PHASE I A NONE BASE

2258 D3 - 53 PHASE I A NONE YES BASE

2259 G3 - 53 PHASE I A NONE BASE

2263 L3 - 53 PHASE I A YES BASE

2265 D3 - 53 PHASE I B NONE BASE

2267 L3 - 53 PHASE I A YES BASE

2269 H4 - 53 PHASE I A NONE BASE

2271 L3 - 53 PHASE I B NONE BASE

2273 D3 - 53 PHASE I B NONE BASE

2275 G3 - 53 PHASE I A NONE YES BASE

PHASE II

2130 G3 - 53 PHASE II A NONE BASE

2132 L3 - 53 PHASE II A NONE YES BASE

2134 L3 - 53 PHASE II A NONE BASE

2136 D3 - 53 PHASE II B NONE BASE

2138 D3 - 53 PHASE II A NONE BASE

2140 G3 - 53 PHASE II A NONE BASE

2142 L3 - 53 PHASE II A NONE YES BASE

2144 G3 - 53 PHASE II A NONE BASE

2146 L3 - 53 PHASE II A NONE BASE

2148 G3 - 53 PHASE II A YES BASE

2150 D3 - 53 PHASE II A NONE YES BASE

2152 G3 - 53 PHASE II A NONE BASE

2154 D3 - 53 PHASE II A NONE BASE

2229 L3 - 53 PHASE II A NONE BASE

2231 G3 - 53 PHASE II A NONE BASE

2233 D3 - 53 PHASE II A NONE BASE

2235 D3 - 53 PHASE II A NONE BASE

2237 G3 - 53 PHASE II A NONE BASE

2239 L3 - 53 PHASE II A NONE BASE

2241 D3 - 53 PHASE II A NONE BASE

2243 N3 - 53 PHASE II A NONE BASE

2280 D3 - 53 PHASE II A NONE BASE

2282 N3 - 53 PHASE II A NONE BASE

2284 L3 - 53 PHASE II A NONE BASE

2286 N3 - 53 PHASE II A NONE BASE

2288 N3 - 53 PHASE II A NONE BASE

2290 D3 - 53 PHASE II A NONE BASE

2292 L3 - 53 PHASE II B NONE BASE

2294 G3 - 53 PHASE II B NONE BASE

2386 G3 - 53 PHASE II A NONE BASE

2388 D3 - 53 PHASE II A NONE BASE

2390 D3 - 53 PHASE II A NONE BASE

2392 D3 - 53 PHASE II A NONE BASE

2394 L3 - 53 PHASE II A NONE BASE

PHASE III

2203 G3 - 53 PHASE III A NONE BASE

2205 G3 - 53 PHASE III A NONE YES BASE

2207 L3 - 53 PHASE III A NONE BASE

2208 G3 - 53 PHASE III A NONE BASE

2209 L3 - 53 PHASE III A NONE BASE

2210 D3 - 53 PHASE III A NONE BASE

2211 D3 - 53 PHASE III A NONE BASE

2212 L3 - 53 PHASE III A NONE BASE

2213 G3 - 53 PHASE III B NONE BASE

2214 G3 - 53 PHASE III A NONE BASE

2215 L3 - 53 PHASE III A YES BASE

2216 L3 - 53 PHASE III A NONE BASE

2217 D3 - 53 PHASE III A NONE BASE

2218 D3 - 53 PHASE III A NONE BASE

2219 D3 - 53 PHASE III A NONE BASE

SCHEDULE NOTES

1. ROOF TYPE LEGEND

'A' = NEW CONCRETE ROOF

'B' - EXISTING CONCRETE ROOF TO REMAIN PER DRAWINGS

2. RADON "YES" ON ACTIVE RADON SYSTEM

3. G3-53A = G3-53 ALTERNATIVE

A. REFER TO ANY SHEETS, PLANS, OR DETAIL NUMBERS IS AN 'A' FOR G3-53 ALTERNATIVE UNITS B. G3-53A UNITS HAVE ADDITIONAL STEPS WITHIN RESIDENT HALLWAY; REFER TO G3-53A ON

ARCHITECTURE DRAWINGS FOR ADDITIONAL INFORMATION.

2260 2298

18271829

WESTBROOK AVENUE

KEARBY LO

FAIRCHILD AVENUE

G D

CRAGGE DR.

KEARBY LOOP

KEAR

BY LO

O P

G D

MOLLAND ST.

PHASE IV

PHASE III

PHASE II

PHASE I

OPTION 2

OPTION 3

OPTION 4

OPTION 5

OPTION 7

OPTION 6

GENERAL SHEET NOTES

1. SEE G-007 FOR RESIDENCE DETAIL SCHEDULE ON G-007;

IDENTIFYING BUILDING NUMBERS, UNIT TYPES, PHASING, AND

OPTION BREAKOUTS.

2. PHASES SHALL BE COMPLETED CONSECUTIVELY. CONTRACTOR IS

NOT PROHIBITED FROM STARTING WORK ON FOLLOWING PHASES

PRIOR TO PREVIOUS PHASE COMPLETION.

3. OPTIONS ARE AS FOLLOWS AND PER CLN SCHEDULE:

OPTION 1: SITE WORK, WHICH COVERS ALL PHASES SITE AREA

A. MILL AND OVERLAY OF EXISTING PARKING PARKING AREA

B. CONSTRUCTION OF NEW ADDITIONAL PARKING AREA

C. REMOVAL OF EXISTING CLOTHESLINES

D. REMOVAL AND REPLACEMENT OF EXISTING WALKWAYS

FROM SIDEWALK TO BUILDING

E. REMOVAL AND REPLACEMENT OF EXITING TRASH

ENCLOSURE

F. REMOVAL AND REPLACEMENT OF EXITING PATIO (5

LOCATIONS)

G. LANDSCAPE; REFER TO LANDSCAPE DRAWINGS FOR OPTION

INDICATIONS

OPTION 2 THROUGH 7: HOUSING RENOVATION

A. HOUSING RENOVATION PER UNIT TYPE PER DRAWINGS AND

SPECIFICATION HENCEFORTH

B. LANDSCAPE; REFER TO LANDSCAPE DRAWINGS FOR OPTION

INDICATIONS

SHEET LEGEND

PHASE II

PHASE III

PHASE IV

PHASE I

U .S

. A R

M Y

C O

O F

R S

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

G-008 D3-53

G /O

N S

F O

R C

, O

A, J

U .S

. A R

M Y

C O

O F

R S

N .B

U R

N .B

U R

C .B

R O

W N

E C

R S

C O

S H

65%

H O

N G

Y H

-F

H _D

, A P

Y D

2T H

Y, M

NOT TO SCALEA1 SITE AREA MAP - PHASING / OPTIONS

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

D E

N B

E R

G E

N A

B I

N A

C-001

D E

N B

E R

G E

K A

N S

A S C

Y D

T R

E T

H S

T R

E E

K A

N S

A S C

M O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E A

V E

A P

-5

A P

-5

S E

E C

O V

E R S

H E

E T

A P

E N

A M

O A

S E

E C

O V

E R S

H E

E T

K A

D E

N A A

O R

C E B

A S

O K

A W

A J

A P

A N

R O

V E F

A M

Y H

O U

G S

T E

A R

L E

Y H

H T S

L X

E Z

...\472408 Improve Family Housing, Stearley Heights\6.0 Engineering-Design\6.1 Drawings_Metric_U6\CAD_BIM\_Sheets\CIVIL GENERAL NOTES

10:25:41 PM 4/7/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

GENERAL NOTES

SOIL SHOULD BE DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

IMPERMEABLE LINED BERMS OR COVER EXPOSED…

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

File details come from the government source that posted it. Updated Jul 27, 2020.