1)_Drawing_files___Title.pdf

1 G-001 TITLE SHEET, SCHEDULE OF DRAWINGS & CROSS

REFERENCING CONVENTIONS

2 G-002 PROJECT LOCATION PLAN

CIVIL

GENERAL

AE001 GENERAL NOTES & SCOPE OF WORK

ARCHITECTURAL

AE201 ELEVATIONS & CROSS SECTIONS

AE401

EXTERIOR WALL SECTIONS & INTERIOR ELEVATION

AE101

AE102

EXISTING/REMOVAL FLOOR PLAN

NEW FLOOR & ROOF PLANS

CAMP BONIFAS, KOREA

ELECTRICAL

E-001

ED101

SCOPE OF WORK

REMOVAL/EXIST ELECTRICAL PLAN

NEW LIGHTING PLAN EL101

NON-STANDARD LIGHT FIXTURE DETAILS EL501

EL601 LIGHT FIXTURE SCHEDULE

NEW/EXIST ELECTRICAL PLAN

BLDG #127

G-003 ABBREVIATIONS, NOTES, LEGEND & SCOPE OF WORK 3

G-0044 ABBREVIATION, MATERIAL INDICATIONS & SYMBOLS

(ARCHITECTURAL)

G-0055 LEGEND & ABBREVIATION

(MECHANICAL)

G-0066 LEGEND AND ABBREVIATIONS

(ELECTRICAL)

G-0077 GENERAL NOTES-1

(ELECTRICAL)

(CIVIL)

G-0088 GENERAL NOTES-2

(ELECTRICAL)

EP101

AE601 EXTERIOR/ INTERIOR FINISH SCHEDULE & MATERIAL/ COLOR SCHEDULE

AE602 SIGNAGE NUMBERING PLAN, SCHEDULE, TYPE & DETAIL

AE603

AE103 REFLECTED CEILING PLAN

& DOOR HARDWARE SCHEDULE

DOOR/ LOUVER NUMBERING PLAN, SCHEDULE, TYPE

SF001 GENERAL NOTES, DESIGN DATA & TYPICAL DETAILS

STRUCTURAL

SF101

SF102

EXISTING/REMOVAL GROUND FLOOR & ROOF FRAMING PLANS

NEW GROUND FLOOR & ROOF FRAMING PLANS

SF401 BUILDING CROSS SECTIONS

CD1019 REMOVAL PLAN

SITE LAYOUT PLANCS10110

C-501

MISC DETAILS

DRAINAGE PLANCG101

DRAIN LINE PROFILECG201

MECHANICAL

MH001

MD101

GENERAL NOTES & SCOPE OF WORK

EXISTING / REMOVAL HVAC PLAN

MH601 MECHANICAL EQUIPMENT SCHEDULE-1

MH602

PD101

HVAC SYSTEM CONTROL DIAGRAM-1

EXISTING / REMOVAL PLUMBING PIPING PLAN

MH101 NEW HVAC DUCT PLAN

PP101 NEW PLUMBING PIPING PLAN-1 (DCW & DHW PIPING)

PP601 PLUMBING EQUIPMENT SCHEDULE

MH603

HVAC SYSTEM CONTROL DIAGRAM-2

PP602 PLUMBING SYSTEM CONTROL DIAGRAM

MECHANICAL EQUIPMENT SCHEDULE-2

MH604

MH102 NEW HVAC PIPING PLAN

HVAC SYSTEM CONTROL DIAGRAM-3MH605

S C H E D U L E O F D R A W I N G S SECTION / DETAILS CROSS

REFERENCING CONVENTIONSDESCRIPTION OF DRAWINGS REVISION STATUS DESCRIPTION OF DRAWINGSSHEET

NO. REVISION STATUS

SHEET

IDENTIFICATION

NO.

SHEET

IDENTIFICATION

NO.

SUBTITLE FOR DETAIL DRAWING

SUBTITLE FOR SECTION DRAWING

SYMBOL WHERE SECTION IS TAKEN

SYMBOL FOR LOCATING CONDITION FOR

CALLED OUT SHEET NUMBER

SECTION IDENTIFICATION NUMBER

DETAIL

WHICH THERE IS A DETAIL

SECTION

DETAIL IDENTIFICATION

NUMBER

CALLED OUT SHEET NUMBER

SHEET

NO.

DWG CODE DWG CODE

Chief, Engineering DivisionChief, Technical Review Branch

Project Manager

Date

Date

Approved By:

Date

Approved By:

Submitted By:

T

IT

L E S

H E

E T S

C H

E D

U L E O

F D

R A

W

IN

G S

G-001

C R

O S

S R

E F

E R

E N

C

IN

G C

O N

V E

N T

IO

N S

LOAD SCHEDULES AND CONN. DIAGRAM EP601

FIRE PROTECTION

FD101

FA101

REMOVAL FIRE ALARM SYSTEM PLAN

NEW FIRE ALARM SYSTEM PLAN

SF501 MISC. DETAILS

PP102 NEW PLUMBING PIPING PLAN-2 (VENT & SEWER PIPING)

AE002 LIFE SAFETY PLAN 53

FA102

FA103

54 FA104

BUILDING TRANSMITTER LOCATION LAYOUT PLAN

FIRE ALARM BUILDING TRANSMITTER(BT) REPLACEMENT SCHEDULE

FA ANTENNA MOUNTING DETAIL & BUILDING TRANSMITTER CONNECTION DIAGRAM

TRANSCEIVERS AND REPAIR S-127,

FEWR # 138581 REPLACE BUILDING

D

2 3

C

4 5

A

B

NUMBER

IDENTIFICATION

SHEET

S E

T

ID

S c a le

A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

R e v ie w e d b y D

A T

E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

IN

S

T A

L L

A T

IO

N M

A N

A G

E M

E N

T

C O

M M

A N

D -P

A C

IF

IC

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

D

IR

E C

T O

R A

T E O

F P

U B

L

IC

W

O R

K S

E N

G

IN

E E

R

IN

G D

IV

IS

IO

N

U N

IT

A P

O A

P

-5

U S A

R M

Y G

A R

R

IS

O N R

E D C

L O

U D

Y I, S

C

C P B

O N

IF

A S

T R

A N

S C

E

IV

E R W

IT

H N

E W I

N C

L U

D

IN

G R

E P

A

IR

S -1

R

E P

L A

C E F

IR

E A

L A

R M B

U

IL

D

IN

G

K

O R

E A

F E

W R

A

P R

D

2 3

C

4 5

A

B

NUMBER

IDENTIFICATION

SHEET

S E

T

ID

S c a le

A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

R e v ie w e d b y D

A T

E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

IN

S

T A

L L

A T

IO

N M

A N

A G

E M

E N

T

C O

M M

A N

D -P

A C

IF

IC

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

D

IR

E C

T O

R A

T E O

F P

U B

L

IC

W

O R

K S

E N

G

IN

E E

R

IN

G D

IV

IS

IO

N

U N

IT

A P

O A

P

-5

U S A

R M

Y G

A R

R

IS

O N R

E D C

L O

U D

Y I, S

C

C P B

O N

IF

A S

T R

A N

S C

E

IV

E R W

IT

H N

E W I

N C

L U

D

IN

G R

E P

A

IR

S -1

R

E P

L A

C E F

IR

E A

L A

R M B

U

IL

D

O R

E A

F E

W

A

P R

S

C

WP

CP

CP

CP CP

CP

CP

CP

CP

CP

CP

OWS

OWS

A.C.

S-0024

SO

SO SO

LP

LP

LP

LP

A/G

OIL

TANK

A.C.

A.C.

A/G

OILTANK

WP

BREAK AREA

BREAK AREA

WP

A.C PAVED ROAD

A.C PAVED ROAD

G R

IL

L

B A

R B

E C

U E

S -1

S-152

S -1

S-

S -1

S -1

S -1

S-1

S-149

GATE

T-157

S-172

S-122

S-100

S-

S -1

GATE

T-123

S-

S -1

S-1

S-

S-142

S -1

G A

T E

S-153

S-

S-

T-

T -2

S -8

S -9

T -5

B U

N K

E R

F /T

SHED

T R

A S

H G

U A

R D

F /T

BUNKER

B U

N K

E R

B U

N K

E R

U/G

G U

A R

D

B U

N K

E R

TRASH

U /G

F A

N

S H

E D

B U

N K

E R

SHED

SHED

SHED

SHED

T-39

TRASH

F /T

F /T

F/T

F/T

U/G

F/ T

F/ T

F /T

F /T

F /T

F/T

F/T

F/T

F/T

F/T

F /T

F/T

F /T

F/T F/T

FAN

T R

A S

H

F A

N

T -1

T -6

S -1

S -1

T-1

T -1

T-1

T-20

T-21

T -3

SHED

S-126

T -6

T-

S -8

S-99

S-98

S-97

T -3

T-62

B A

N K

T -2

B

U N

K E R

S H E

D

S H E D

S -1

S H E

D

GEN

S-159

SHED

SHED

P O

R T

A

SHED

SHED

S H

E D

T R

A S

H

S-

S-

T-

W A

R E H

O U

S E

S H

E D

SH

ED

S H

E D

S H

E D

S H E

D

SHED

FAN

TRASH

F /T

F /T

G R E E N

S A

N D

S A

N D

S A N

D

B U

N K E R

B U

N K E R

B U

N K E

R

BUNKER

BUNKER

B U

N K E R

U /G

U /G

F A

N

SHED

TRANS

GUARD

B U

N K

E R

B U

N K

E R

BUNKER

B U

N K

E R

FAN

FAN

TCL BOX

S H

E D

F A

N

U /G

TRASH

CHAI

R

CHAI

R

CHAI

R

CHAI

R

CHAI

R

C H

A

IR

C H

A

IR

C H

A

IR

C H

A

IR

C H

A

IR

C H

A

IR

C H

A

IR

C H

A

IR

C H

A

IR

C H

AIR

C H

A

IR

C H

A

IR

C H

A

IR

C H

A

IR

WALL

W O

O D E

N W

A L L

W O

O D E

N W

A L L

F

IR

IN

G R

A N

G E

F

IR

IN

G R

A N

G E

G A

T E

GATE

GATE

TR

A S H

SW

IM

MI

NG

POOL

WATER TANK

F A

N

G U

A R

D

F A

N

A/C

PAVED R

OAD

A/ C P

AVED

R

O

AD

D M

U

A T

M

CONTRACTING OFFICER DURING THE SITE ORIENTATION.

OPERATION AREA WILL BE DESIGNATED BY

THE CONTRACTOR'S HAUL ROUTE, STORAGE AND

NOTE:

40m20100

SCALE: 1:1,000

N

ACCESS CONTROL POINT

WONJU

POHANG

15 50

MOKPO

TONGYEONG

SEOUL

DONGDUCHEON

UIJEONGBU

CHUNCHEON

1OSAN

DAEJEON

E A S T S E A

BUSAN

WAEGWAN

JINHAE

DAEGU

MUNSAN

W E S T

S E A

INCHEON

GWANGJU

NOT TO SCALE

L O C A T I O N M A P

GUNSAN

PYEONGTAEK

YEONGPYEONG

N

BONIFAS

PROJECT LOCATION PLAN

SCALE: 1:1,000

THIS PROJECT

S-127

S-178

G-002

P R

O J E

C T L

O C

A T

IO

N P

L A

N

S-127, CP BONIFAS, KOREA

TRANSCEIVER WITH NEW INCLUDING REPAIR

FEWR # 138581 REPLACE FIRE ALARM BUILDING

D

2 3

C

4 5

A

B

NUMBER

IDENTIFICATION

SHEET

S E

T

ID

S c a le

A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

R e v ie w e d b y D

A T

E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

IN

S

T A

L L

A T

IO

N M

A N

A G

E M

E N

T

C O

M M

A N

D -P

A C

IF

IC

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

D

IR

E C

T O

R A

T E O

F P

U B

L

IC

W

O R

K S

E N

G

IN

E E

R

IN

G D

IV

IS

IO

N

U N

IT

A P

O A

P

-5

U S A

R M

Y G

A R

R

IS

O N R

E D C

L O

U D

Y I, S

C

C P B

O N

IF

A S

T R

A N

S C

E

IV

E R W

IT

H N

E W I

N C

L U

D

IN

G R

E P

A

IR

S -1

R

E P

L A

C E F

IR

E A

L A

R M B

U

IL

D

O R

E A

F E

W

A

P R

C I V I L A B B R E V I A T I O N S

C I V I L L E G E N D

PORTLAND CEMENT CONCRETE

CRM

BOT,B

CMS

CLR

CONSTR

CW

CV

CTRJ

C TO C

CTG

CRV

CP

CORR

COR

CONT

CONN

CONC

COL

CMU

CMP

CLKG

CLJ

CL OR C

CJ

CI-CIP

CHAN

CAP

C

BS

BRK

ACM

BO

BLK

BLDG(S)

BKS

BH

BCE

BARR

AVG

AUTO

AT/FP

ASPH

ASAP

ARCH

APPROX(.)

ALT

AL

AKR

A/G

ADJ

ADH

ADD

AD

ACS

ACP

ACCU

AC

AB

MATERIALMAT(')L

PROPERTY (MATERIAL)

HEXAGON

HARDWARE

HOSE BIBB

HIGH, HEAD, HORIZONTAL

GALVANIZED

GREASE TRAP

GATE VALVE

GALVANIZED STEEL PIPE

GRADE LINE

GOVERNMENT FURNISHED

GENERATOR

FLOOR DRAIN

FOUNDATION

FIRE HYDRANT

FLOOR LEVEL

FUEL OIL RETURN

FUEL OIL SUPPLY

FIRE WATER

EACH WAY

ENTERING, ENTRANCE

ESTIMATE

ETCETERA

EXPANSION JOINT

EXISTING

EXTERIOR

CONCRETE RUBBLE MASONRY

COATING, CUTTING

CLEARANCE

CONSTRUCTION

COLD WATER

CHECK VALVE

CONTRACTION JOINT

CENTER TO CENTER

CONCRETE PIPE

CORRUGATED

CONTINUOUS

CONNECTION

CONCRETE

CORNER

COLUMN

CURVE

GALV

HDW

HGT

HEX

H

HB

HEIGHT

GS-GSP

GND

GR

GT

GV

GEN

GFP(M)

GL

GROUND

GRADE

CUBIC METER PER SECOND

CEMENT MASONRY UNIT

CORRUGATED METAL PIPE

CONTROL JOINT

CENTER LINE

CONSTRUCTION JOINT

CAST IRON PIPE

CAULKING

CHANNEL

L

BOTTOM

BOTH SIDES

CAPACITY

CONDUIT

BLOW-OFF

BUILDING(S)

BRICK

BLOCK

FD

FIN OR FNSH

FOR

FW

FOS

FL

FHY

FDN

FINISH

EXIST

EW

EXT

ENT

EST

ETC

EXP JT

NOMENCLATURENOMEN

O TO O

PC

PCC

P

PAV

OUTL

OD

ORIG

O/H

OPNG

OPTL

O(.)C(.)

OA

OUT TO OUT

POINT OF CURVATURE

POLE

PAVEMENT

OUTLET

OUTSIDE DIAMETER

ON CENTER

ORIGINAL

OVERHEAD

OPENING

OPTIONAL

OVERALL

NO(.) OR #

NGL

MTG

NIC

MJ

N

NFSM

mm, MM

MISC

MIN(.)

MLD

MET

MAX(.)

MDL

MECH

MOUNTING

NUMBER

MECHANICAL JOINT

NON FROST SUSCEPTIBLE

NOT IN CONTRACT

MATERIAL

NATURAL GAS LINE

NORTH

MILLIMETERS

MISCELLANEOUS

MILLION LITERS PER DAY

MECHANICAL

MINIMUM

METAL

MAXIMUM

MIDDLE

PUBLIC WORKS

DRAINAGE MANHOLE

U/G ELECTRICAL CABLE LINE

ELEVATION

ELECTRICAL

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEERING

DETAIL(S)

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DUCTILE IRON PIPE

DISTRIBUTION

DROP MANHOLE

DRAIN OR DOOR

DWELLING

DRAWING(S)

DIRECTORATE OF

DRAIN LINE

ADHESIVE

DMH

AVERAGE

AS SOON AS POSSIBLE

ASPHALT

BARRACKS

BOILER HOUSE

BASE CIVIL ENGINEER

ANTITERRORISM/FORCE PROTECTION

BARRIER

AUTOMATIC

ARCHITECTURAL

APPROXIMATE

ALUMINUM

ABOVEGROUND

ALTITUDE

ANCHOR

ADJACENT

EL

ELEC

EMH

ENCL

ENGRG

E

EA

ECL

EAST

EACH

DSGN

DWEL

DWG(S)

DPW

DN

DP

DR

DESIGN

DOWN

DROP

ASBESTOS CONTAINING

ASBESTOS CEMENT PIPE

MATERIAL

AREA DRAIN

ASPHALTIC CONCRETE

ANCHOR BOLT

ADDITION

ACCESS

AIR COOLED CONDENSING UNIT

DIAG

DIM

DI-DIP

DISTR

DL

D

DET(S)

DF

DIA

DIAGRAM

DEPTH

IJ ISOLATION JOINT

KSC

L

M

LONG

LYT

LG

L

INVT

KPH

JT

IS

INTR

INSUL

INSTL

INL

KILOGRAMS PER SQUARE

CENTIMETER

LONGITUDINAL

LITERS

METERS

LAYOUT

LENGTH

LONG, LENGTH

KILOMETERS PER HOUR

INSECT SCREEN

INSTALLATION

INVERT

JOINT

INTERIOR

INSULATION

INLET

HORIZ

HWL

IE

ID

HW

HP

HM

INVERT ELEVATION

INSIDE DIAMETER

HIGH WATER LEVEL

HEADWALL, HOT WATER

HORSEPOWER, HIGH POINT

HORIZONTAL

HOLLOW METAL

RD ROAD

WOOD,

OR DITTO

WIRE MESH

WELDED

WELDED WIRE MESH

WATER

WEIGHT

WOODEN POLE

WITHOUT

TRANSFORMER

PERCENT

AND

AT

EQUAL

NUMBER

PLATE

PLUS OR MINUS

SAME AS ABOVE

WALL HYDRANT

WASTE DRAIN

WEST, WIDTH

WIND LOAD, WATER LINE

VERTICAL

VELOCITY

VALVE BOX

VARIOUS

STAINLESS STEEL

SPECIFICATION(S)

POWERLINE, STATIC PRESSURE

STEEL PIPE, OVERHEAD SECONDARY

SOLENOID VALVE

SEWER MANHOLE

SPEC(S)

STANDARD

SEPTIC TANK

STATION

SQUARE

STD

ST

STA

SST

SQ

SQUARE METER

SLOPE

SIMILAR

SHEET

SEWER LINE

SM, M2

SP

SOLV

SMH

SLP, S

SIM

SHT

SL

L

P

XFMR

SURFACE CLEANOUT

REINFORCING BAR

SHOULDER

SOUTH

SCALE

SADDLE

SECTION

RAW WATER, RETAINING WALL

SC

SHLDR

SCO

SDL

SECT

RW

S

REPLACE

REQUIRED

REVIEW, REVISE

ROOM

REPAIR

RECTANGULAR

REFERENCE

RELOCATED

REPL

REQ'D

REV

RM

RPR

RE-BAR

RECT

REF

RELOC

W/O

WWM

WTR

WT

WP

WM

WLD

WH

WL

WD

W/

W

WITH

VERT

VEL

VB

VAR(.)

CABLE LINE

TELEPHONE

TELEPHONE MANHOLE

TOTAL

TOP OF STEEL

STAIRWAY

STRUCTURAL

STORAGE

STEEL

SUSPEND(ED)

SWITCH

SYSTEM

TYPICAL

THROUGH

THICK

TITLE BLOCK

UNDERGROUND

TELEPHONE

TEMPORARY

THREAD

UNDERGROUND

UNIFORM

PERFORATED STEEL PLATE

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE

POINT OF VERTICAL TANGENCY

POINT OF VERTICAL INTERSECTION

POLYVINYL CHLORIDE

POINT OF TANGENT

RUBBER

RADIUS

RIGHT

RCP

R(.)C

RBR

RAD, R

R

PARTITION

POWER

QUANTITY

PWR

PT

Q

PSP

PVT

PVI

PVC

PTN

TMH

UNIF

U/G

TOS

TOT

TYP

THD

THRU

TEMP

THK(.)

TEL

T/B

TCL

PRESSURE REDUCING VALVE

POINT OF INTERSECTION

OVERHEAD PRIMARY POWER LINE

PROJECT

PRESSURE

PREFABRICATED

PERMANENT

PRESSURE GATE

PAINT

PP

PRV

PROJ

PRESS

PREFAB

PERM

PG

PNT

PI STWY

SUSP

SW

SYS

STRL

STOR

STL

SUB DRAINSD

AIR VACUUM RELIEF VALVEAVRV

ACFT AIRCRAFT

POST INDICATOR VALVEPIV

NOT TO SCALENTS

A AREA

CI CURB INLET, CAST IRON

CO COMPANY

COMM COMMUNICATION

COMP COMPACTION

DUCTILE IRONDI

EXPANSION JOINTEJ, EXPJJ

ETHLENE PROPYLENE DIENE M-CLASSEPDM

FENCEFE

FIRE WATER LINEFWL

MFR MANUFACTURE

MH MANHOLE

NA NOT APPLICABLE

POLYETHYLENE PIPEPE

SURFACE INLETSI

SIGN POST

WELDED WIRE MESHWWMF

FABRIC

DIAMETERΦ

CURVE LENGTHCL

CONCRETE F'ck

COMPRESSIVE

STRENGTH

GRAY CAST IRON CASINGSGC

C CABLE

SQUAREQ(SQ)

STEEL BEARINGSTB

PLATEPL

ROOF TOP UNITRTU

HPU HEAT PUMP UNIT

ACU AIR CONDITIONING UNIT

AHU AIR HANDLING UNIT

A LIST OF SALVAGEABLE MATERIALS IN COORDINATION WITH CONTRACTING OFFICER.

11. PRIOR TO DEMOLITION WORK THE CONTRACTOR SHALL PROVIDE

REGULATION 201-1.

ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK

APPLICABLE KOREAN ENVIRONMENTAL LAWS AND THE

10. ALL DISPOSAL WORK, SHALL BE IN ACCORDANCE WITH

THE SATISFACTION OF THE CONTRACTING OFFICER.

CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT AND TO

SHALL RESTORE THESE ITEMS TO THEIR ORIGINAL OR BETTER

NEGLIGENCE OR CONSTRUCTION OPERATIONS, THE CONTRACTOR

SHOULD THESE ITEMS BECOME DAMAGED DUE TO CONTRACTOR'S

RECEIVE THE PROPOSED UTILITIES, STRUCTURES AND/OR IMPROVEMENTS.

AS TO REMAIN SHALL BE MAINTAINED IN GOOD CONDITION TO

9. ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED

PROJECT LIMITS SHALL BE REMOVED, UNLESS OTHERWISE INDICATED.

8. EXISTING DRAIN LINES AND DRAINAGE STRUCTURES WITHIN THE

900mm (3 FEET) OF THE FINAL GRADE.

TOP OF MANHOLES AND PITS SHALL BE DEMOLISHED WITHIN

ALLOW SEEPAGE OF WATER THROUGH THE ABANDONED MANHOLE.

THE BOTTOM OF MANHOLES AND PITS SHALL BE CRACKED TO

BE ABANDONED AND SHALL BE FILLED WITH STRUCTURAL BACKFILL.

REMOVED, UNLESS OTHERWISE INDICATED. MANHOLES AND PITS MAY

7. WATER AND SEWER LINES WITHIN THE PROJECT LIMITS SHALL BE

UNLESS OTHERWISE INDICATED.

THE PROJECT LIMITS SHALL BE DEMOLISHED AND REMOVED,

6. SIDEWALKS, CONCRETE PADS, CURBING AND OTHER ITEMS WITHIN

INDICATED.

LIMITS SHALL BE DEMOLISHED AND REMOVED, UNLESS OTHERWISE

5. EXISTING ASPHALTIC CONCRETE PAVEMENT WITHIN THE PROJECT

DEMOLISHED AND REMOVED, UNLESS OTHERWISE INDICATED.

4. ALL STRUCTURES WITHIN THE PROJECT BOUNDARY SHALL BE

ON BONIFAS DETERMINED BY THE CONTRACTING OFFICER.

SHALL BE CAREFULLY REMOVED AND TRANSPLANTED AT LOCATIONS

TREES, SHRUBBERY AND ORNAMENTAL PLANTINGS TO BE RETAINED

SHALL BE CLEARED, GRUBBED AND REMOVED FROM THE SITE.

SPECIFICALLY SCHEDULED TO BE RETAINED AND/OR TRANSPLANTED

3. ALL TREES, SHRUBBERY, AND ORNAMENTAL PLANTING NOT

ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF

FEATURES AND ROADWAYS SHALL BE USED AS A DEMARCATION

2. PROJECT LIMITS SHOWN ARE APPROXIMATE. EXISTING GROUND

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT

DEMOLITION NOTES

THE CONTRACTING OFFICER SHALL BE PAYABLE BY THE CONTRACTOR.

THE COSTS INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY

AND DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS.

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

ELEVATION.

4. TOPS OF MANHOLES TO BE RETAINED SHALL BE ADJUSTED TO MATCH FINISH GRADE

OR UNPAVED AREAS TO PROVIDE A SMOOTH RIDING CONNECTION.

ADJUSTMENTS MAY BE REQUIRED AT CONNECTION OF NEW WORK TO EXISTING PAVED

PAVEMENT ELEVATIONS, UNLESS OTHERWISE INDICATED.

3. FINISH GRADES ALONG PAVED AREAS AS SHOWN ON THE DRAWINGS ARE TOP OF

THICK PRIOR TO SODDING.

ALL NEWLY GRADED AREAS SHALL BE TOP SOILED 100mm (4 INCHES)

HAS BEEN INTERRUPTED OR DELAYED, SHALL BE SODDED.

GRADING TO FINAL GRADE SHALL BE CONTINUOUS, AND ANY AREA WITHIN WHICH WORK

SODDING SHALL NOT BE DELAYED UNTIL ALL GRADING WORK HAS BEEN COMPLETED.

NO GAPS, AS SOON AS FINAL GRADES HAVE BEEN ESTABLISHED.

2. ALL EXPOSED AREA SHALL BE SOLID SODDED. SODDING SHALL BE PLACED WITH

150mm (6 INCHES) BELOW FINISH FLOOR ELEVATION, UNLESS OTHERWISE SHOWN.

1. THE FINISH GROUND ELEVATION AT THE BUILDING LINE SHALL BE A MINIMUM OF

GRADING NOTES

OFFICER AND THE USING AGENCY.

THE PROPOSED PROJECT LIMIT FOR APPROVAL BY THE CONTRACTING

THE CONTRACTOR SHALL PREPARE A WORK PLAN SHOWING

LOCATIONS OF TEMPORARY FENCING OR BARRICADES.

FOR THE PURPOSES OF DEFINING THE PROJECT LIMIT TO DETERMINE

SHOWN ON THE SITE DEVELOPMENT PLAN.

1. THE PROJECT LIMIT IS GENERALLY DEFINED BY THE GRADING LIMITS

PROJECT LIMIT

SCOPE OF WORK:

REPAIR AND MAINTENANCE WORK:

7. USE 1.22 METER FOR THE FROST DEPTH.

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

CLEAN. ALL COSTS INCURRED FOR SPILL CONTAINMENT AND CLEANUP

OFFICER SHALL OVERSEE THE CLEANUP EFFORT AND RENDER THE SITE

CONTAIN AND ADEQUATELY CLEANUP THE SPILL. THE CONTRACTING

THE CONTRACTING OFFICER AND UTILIZE APPROPRIATE MEASURES TO

CAUSED DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS

OF THE CONTRACTING OFFICER.

MODIFYING HIS/HER CONSTRUCTION METHOD, WITH THE APPROVAL

SUCH AS CONSTRUCTING SPECIAL REACTION BLOCKS AND/OR

WHATEVER MEASURES IS NECESSARY TO PROTECT THE WATER LINES,

EXISTING REACTION BLOCKS. THE CONTRACTOR SHALL TAKE

MOVEMENT DUE TO REMOVAL OF THE SUPPORTING EARTH BEYOND THE

TEES AND BENDS WHEREVER THERE IS A POSSIBILITY OF WATER LINE

BE ESPECIALLY CAREFUL WHEN EXCAVATING BEHIND WATER LINES,

ALL WATER LINES DURING CONSTRUCTION. THE CONTRACTOR SHALL

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF

THE CONTRACTING OFFICER AND THE AFFECTED USING AGENCIES.

UTILITY SERVICE AND/OR OPERATIONS WILL BE COORDINATED WITH

FACILITIES WILL BE KEPT TO A MINIMUM. ANY INTERRUPTION OF

4. INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF ADJACENT

OFFICER IMMEDIATELY FOR REMEDIAL ACTION.

UTILITIES, THE CONTRACTOR SHALL INFORM THE CONTRACTING

UTILITIES ARE REQUIRED DUE TO UNFORESEEN CONFLICT WITH OTHER

3. WHENEVER ANY CHANGE IN ALIGNMENT OR GRADE FOR THE PROPOSED

TRENCHES FOR THE NEW UTILITY LINES.

VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATING

SHALL CAREFULLY EXPOSE THE UTILITY BY HAND EXCAVATION TO

UTILITIES CROSS EXISTING UTILITIES ARE SHOWN, THE CONTRACTOR

2. WHENEVER CONNECTIONS TO EXISTING UTILITIES OR WHERE NEW

CONDITION AND SHALL BE PAID FOR BY THE CONTRACTOR.

WORK, SHALL BE RESTORED IMMEDIATELY TO THEIR ORIGINAL OR BETTER

WHICH HAVE BEEN DAMAGED AS A RESULT OF THE CONSTRUCTION

EXISTING UTILITIES WHETHER SHOWN ON THE DRAWINGS OR NOT

ALL SUCH UTILITIES AT ALL TIMES, UNLESS OTHERWISE INDICATED.

SIZE AND INVERTS OF ALL EXISTING UTILITIES AND SHALL PROTECT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,

COMPLETE AND ACCURATE.

POSSIBLE BY FIELD SURVEYS. HOWEVER THIS INFORMATION MAY NOT BE

RECORDS, AND APPLICABLE UTILITY MAPS, VERIFIED WHENEVER

APPURTENANCES AND STRUCTURES SHOWN ARE BASED ON AVAILABLE

1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES,

UTILITY NOTES

CONTRACTING OFFICER.

5. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE

AND UTILITIES.

ARE NOT LIMITED TO PAVEMENTS, CONCRETE SIDEWALKS AND CURBS,

CONDITION, UNLESS OTHERWISE NOTED. THESE ITEMS INCLUDE, BUT

REMOVED AS A RESULT OF CONSTRUCTION TO ITS ORIGINAL OR BETTER

4. THE CONTRACTOR SHALL RESTORE ALL IMPROVEMENTS, DAMAGED OR

6 DEC 2017.

- THE ORIGINAL FIELD SURVEY FOR PROJECT WAS COMPLETED

- ELEVATIONS ARE MEAN SEA LEVEL.

IS FROM SURVEY DONE BY THE GEOTECH (G&E) BRANCH, FED.

3. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE DRAWINGS

AND/OR MILITARY TRAFFIC AND OPERATIONS.

PRECAUTIONS FOR THE PROTECTION AND SAFETY OF THE PUBLIC

AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES

2. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL

OF THE CONTRACTING OFFICER.

ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION

DRAWINGS PRIOR TO THE START OF CONSTRUCTION.

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS SHOWN ON THE

GENERAL NOTES

1 REPLACE EXISTING DRAINAGE SYSTEM (CONCRETE DITCHES).

(CONCRETE SIDEWALK AND CONCRETE DITCH CROSSING).

REPLACE EXISTING SITE ITEMS

REPLACE EXISTING SOLID SODDING.

)BLDG #127- (

G D50

G D50

RW RW

W D150

W D150

W D150

W D150

W D150

W D150

W D150

W D150

W D150

W D150

SAN

D200

SAN

D200

SAN

D200

NEWEXIST REMOVAL

SAN

A

WOODEN FENCE

CHAIN LINK FENCE

CMU WALL FENCE W/ BARBED WIRE

CHECK VALVE

WATER LINE W/ AIR & VACUUM RELIFE VALVE

RAW WATER LINE

POST INDICATOR VALVE

WATER LINE W/ FIRE HYDRANT

WATER LINE W/ GATE VALVE W/ GATE VALVE BOX

WATER LINE W/ VALVE & VALVE BOX AND MANHOLE

GREASE TRAP

SEWER LINE W/ SEPTIC TANK

SEWER LINE W/ SMH

SEWER LINE W/ SCO

A

NATURAL GAS LINE

A

W

CONTOUR LINE

SPOT ELEVATION

U/GA/G

23.60

A/G & U/G FUEL OIL STORAGE TANK

EVERGREEN OR DECIDUOUS TREE

RC RETAINING WALL

23.60

NEWEXIST REMOVAL

RICE PADDY

WATER LEVEL

DRY FARM

GRAVE & CEMETERY

B95-359

EL 88.06

NORTH DIRECTIONAL ARROW

N

AND EXISTING GROUND ELEVATION

W/ BORING NUMBER

LOCATION OF SOIL BORING

CO

S

ST

GT

W

W

D200

SAN

D200

SAN

D200

SAN

D200

SAN

D200

SAN

D200

W D150

RW

W D150

W D150

W D150

W D150

G D50

NEW CONSTRUCTION WORK:

PROVIDE CONCRETE PAD.

X X

X X X X X X

X X X X

CONC STEPS W/ HANDRAILS

CONC SLAB & CONC SIDEWALK

BUILDING

SD

D600

DRAIN LINE W/ SURFACE INLET

DRAIN LINE W/ DMH

CONC DITCH, CONC COVERED

CONC OPEN DITCH

W/ DIRECTION OF FLOW

GROUTED STONE OPEN DITCH

DIRT ROAD

CULVERT W/ HEADWALL & ENDWALL

ASPHALTIC CONC PAVED ROAD W/ CURB

D SD

D600

D

SD

D600

SI SD

D600

SI

DRAIN LINE W/ JUNCTION BOXSD

D600

JB SD

D600

JB

DRAIN LINE W/ CURB INLETSD

D600

CI SD

D600

CI

S-1504

SD

D600

SD

D600

SI

SD

D600

SD

D600

CI

CP

J

NEWREMOVALEXIST

D

G-003

N O

T E

S L E

G E

N D S

C O

P E O

F W

O R

K

C

IV

IL

A

B B

R E

V

IA

T

IO

N S

EXTERIOR INSULATION CONTROL JOINT EICJ

FINNED TUBE RADIATORFTR

FCO FLOOR CLEAN OUT

SHD SOAP HOLDER

TYPE)

SOAP DISPENSER (LAVATORY MOUNTEDSD

ROOF TRUSS

SURFACE INLET SI

RIDGE VENT

RAW WATER

RIVET

REFRIGERATION TON

REPAIR

RETURN AIR REGISTER

LEVELLVL

DWELLINGDWEL

DWG(S) DRAWING(S)

CATALOGCAT

ASPHALT TIRE TILEATT

ACOUSTICAL WALL PANELAWP

SAWP SOUND ABSORPTION WALL PANEL

PAVEMENTPAV, PVMT

LFT LINEAR FEET

POUND LB

LIVE LOADLL

HARDENER HDR

GLAZED CERAMIC WALL TILEGCWT

EXTERIOR INSULATION & FINISH SYSTEM EIFS

DIVISIONDIV

DOWNSPOUTDS

CEMENT PLASTERCPL

ACOUSTICAL TILEACST

WATER LINE WL

AB

A/C

AD

ADH

ACS

AHR

ARCH

ALT

APPX

APPROX

AL

ADJ

AE

ASAP

ASTM

AUTO

ATC

ASPH

AIR EXTRACTOR

MATERIAL

AMERICAN SOCIETY FOR TESTING &

AUTOMATIC

AS SOON AS POSSIBLE

ACOUSTIC TILE CEILING

ASPHALT

ARCHITECTURE

APPROXIMATE

ALTERNATE

APPENDIX

AIR CONDITIONING

ANCHOR

ALUMINUM

ADHESIVE

ADJACENT

AREA DRAIN

ACCESS

AT

ANCHOR BOLT

BN BULL NOSE BLOCK

BS

BRK

BP

BOTH SIDES

BASE PLATE

BRICK

BARRACKSBKS

BOT

BLKG

BLDG(S)

BOTTOM

BUILDING(S)

BLOCKING

ACCESSORYACCESS

BC

BD

BARR

BOARD

BOTTOM CHORD

BARRIER

AP ACCESS PANEL

AVG

ASSY

AC

ASSEMBLY

AVERAGE

ASPHALTIC CONCRETE

CHECK VALVECV

CWB CAPILLARY WATER BARRIER

CEMENT BOARDCB

CH

CT

CAP

CEILING HEIGHT

CERAMIC TILE, COUNTER TOP

CAPACITY

CHAN

CD

CHANNEL

CEILING DIFFUSER

CTRJ

CUFT

CTG

CS

CUBIC FOOT

COATING, CUTTING

CONTRACTION JOINT

CRV

CPC

CORR

COR

CEMENT PLASTER CEILING

CURVE

CORNER

CORRIDOR

CONCRETE MASONRY UNITCMU

CONN

CONST

CONC

COL

CONSTANT

CONNECTION

COLUMN

CONCRETE

CMT

CFM

CLWR

CERAMIC MOSAIC TILE

CLEAR WIRE GLASS

CUBIC FEET PER MINUTE

CLG

CLKG

CLR

CL OR C

CLJ

CEILING, COOLING

COLOR, CLEAR

CAULKING

CONTROL JOINT

CENTER LINE

CI

CIP

CAST IRON

CAST IRON PIPE

CF

C TO C CENTER TO CENTER

COLUMN FOOTING

HEX

H/V

HORIZ

HR

HW

HDWD

HDBD

HTR

HZ

HP

HGT

HM

HDW

H

HB

GENL

GPM

DISC DISCONNECT

DBL DOUBLE

DST

DSGN

DOOR STOOP

DESIGN

HEXAGON

HORIZONTAL

HEATING AND VENTILATION

HOT WATER

HARDWOOD

HARD BOARD

HEATER

HORSE POWER

HERTZ

HOLLOW METAL

HEIGHT

HARDWARE

HOSE BIBB

HIGH, HEAD, HORIZONTAL

GENERAL

GALLON PER MINUTE

MFR

MM

MANUFACTURE

MILLIMETER

MO

MIRR

MB

MS

MASONRY OPENING

MIRROR

MACHINE BOLT

METAL SCREW

PERM

MISCELLANEOUSMISC

MTG

MT

MSCR

MOUNTING

METAL THRESHOLD

MACHINE SCREW

MEZZ

MIN

MET

METD

MEZZANINE

MINIMUM

METAL

METAL DOOR

MATERIALMATL

MC

MECH

MDL

MAX

MAGNETIC CONTACTOR

MECHANICAL

MIDDLE, MODULE

MAXIMUM

MACH

M & R

MPH

MACHINE

MAINTENANCE & REPAIR

MILES PER HOUR

PTN

PREFAB

PRF

PROJ

PLYWD

PNL

PH

PLAS

LPS

LTG

LT

LOWER PRESSURE SODIUM

LATCHING THRESHOLD

LIGHTING

LVG

LTY

LVD

LEAVING

LOUVERED DOOR

LAYOUT

LENGTHLG

LONG

LTC

LNTL

LATTICE

LONGITUDINAL

LINTEL

LAV

L

LAVATORY

LONG

PED

PDVN

PB

PIV

PC

P

OPNG

OUT

OD

OPTL

ORIG

O/H

OL

OC

KS

KW

KOREAN STANDARD

KILOWATT

JT

J

JOIST

JOINT

INCL

IN

INCLUDE

INCH

NFSM

OA

O TO O

NTS

NIC

NO OR #

PERMANENT

PARTITION

PREFABRICATED

PROOF

PROJECT

PANEL

PLYWOOD

PLASTER

PHASE

SCR

SDG SIDING

SHOWER CURTAIN ROD

SEL

SC

SCD

SELECTOR

SCALE

SCREEN DOOR

PEDESTAL

POWER DRIVEN

PUSH BUTTON

POST INDICATOR VALVE

POLE, PLATE, PAPER, PAINT

PILE CAP

OPENING

OUTSIDE DIAMETER

OUTLET

OPTIONAL

ORIGINAL

OVERLOAD

OVERHEAD

ON CENTER

THROUGH THRU

TECH

TYP

TW

TS

TYP

TV

TOT

T.O.S.

TH

TYPICAL

TECHNICAL

TILE WAINSCOT

TONS

TYPICAL

TOTAL

TURNING VANES

THERMOMETER

TOP OF STEEL

TEMP

THK

TEL

TC

T/B

STOR

STIFF

SCHED

SKD

SG

SYS

TEMPORARY, TEMPERATURE

THICKNESS

TERRA COTTA

TELEPHONE

TITLE BLOCK

STORAGE

STIFFENER

SINGLE KEYED DIFFERENT

SCHEDULE

SUPPLY AIR GRILLE

SYSTEM

NON FROST SUSCEPTIBLE MATERIAL

OVERALL

OUT TO OUT

NOT TO SCALE

NOT IN CONTRACT

NUMBER

SUSP

SW

STWY

STD

STRL

STL

STA

SS

SUSPENDED

SWITCH

STAIRWAY

STANDARD

STRUCTURAL

STEEL

STATION

STAINLESS STEEL

STEEL SHEET OR SERVICE SINK

BRKR BREAKER

CAST STEEL

DR

DP

DN

DL

DIM

DIA

DET(S)

DF

DIAG

DROP, DEW POINT

DOWN

DRAIN OR DOOR

DAYLIGHT, DRAIN LINE, DEAD LOAD,

DISTRIBUTION

DIMENSION

DIAGRAM

DIAMETER

DETAIL(S)

DRINKING FOUNTAIN

DESIGN PACKAGE

INSTL INSTALLATION

IDENT

IAW

INCAND

IS

INTR

INVT

IJ

INSUL

IDENTIFICATION

IN ACCORDANCE WITH

INCANDESCENT

INSECT SCREEN

INTERIOR

INVERT

ISOLATION JOINT

INSULATION

INL

ID

INLET

INSIDE DIAMETER

INDIRECT DRAIN

SN SERIAL NUMBER

SPECIFICATION(S)

SPACE HEATER

STROKES PER MINUTE

SPH

SPM

SPEC(S)

SHOULDER

SHOWER HEAD

SECTION

SADDLE

SECT

SH

SHLDR

SDL

UNDER GROUND UGND

UL

& AND

UNDERWRITERS LABORATORIES

TELECOMM

UNIF

UH

U

UR URINAL

"U" SHAPED STIRRUP

UNIT HEATER

UNIFORM

TELECOMMUNICATION

SLP

SIM

SLOPE

SIMILAR

V

VAC

VB

VOLT

VACUUM

VALVE BOX

VENT

VERT

VENTILATOR

VERTICAL

VOLUME

VESTIBULE

VOL

VEST

VARIES OR VARIABLE

VAPOR RETARDER VR

VCB

VAR

VINYL COVE BASE

WIND LOAD

WALL HYDRANT

WINDOW

WIDTH OR WOOD

WITH

WATER CLOSET

WOOD BASE

WAINSCOT

WC

WB

WD

WL

WH

WDO

W/

WA

WATER LINE OR WALL

WALL BOARD WLB

WELDED WIRE FABRIC

WEIGHT

WORKING POINT

WITHOUT

WIRE MESH

WF

WWF

WTR

WT

WP

W/O

WM

WALL FOOTING

WATER

GIRDER, GLASS

GENERATOR

GALVANIZE

(MATERIAL)

GRADE LINE

GALVANIZED STEEL SHEET

GLAZED WALL TILE

GYPSUM WALL BOARD

GALVANIZED STEEL PIPEGSP

GWB

GWT

GSS

GFM(M)

GEN

GND

GL

GALV

GAL

GA

G

GROUND

GALLON

GAGE

EVAPORATINGEVAP

DEGREE FAHRENHEIT

FLAT HEAD METAL SCREW

FEET PER MINUTE

FLAT HEAD WOOD SCREW

FISCAL YEAR

FIRE HYDRANT

FLOOR, FLASHING, FLUSH

FAR SIDE, FULL SIZE

FAN COIL UNIT

FINISH FLOOR, FACTORY FINISH

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

ET CETERA

ELECTRIC WATER COOLER

ELECTRICAL

EMERGENCY

FLUORESCENT

FLOOR DRAIN

FOUNDATION

FEDERAL, FAR EAST DISTRICT

FIRE DOOR

EACH WAY

FHWS

FRAMG

FEC

FE

FRZA

FF

FNSH

FY

FRAMING

FREEZER

FINISH

FT

FHMS

FPM

FCU

FXD

FXTR

FS

FR

FOOT

FIXED

FIXTURE

FRAME

FDR

FL

FHY

FED

FD

FDN

FAC FACTOR

FLUOR

EMER

EWC

EW

ETC

ELEC

EXTERIOR

ENCLOSURE

ELEVATION

ENGINEERING

EPOXY, EXPLOSION PROOF

EXHAUST

ESTIMATE

ENTRANCE

EXPANSION JOINT

EL OR ELEV

ENGRG

EXP JT

ENT

EXH

EP

EST

ENCL

EXST

EA

EXT

EXISTING

EACH

PL PLATE

QUANTITY

QUARRY TILE FLOOR

QUARRY TILE

RETURN AIR GRILLE

RAIL, RIGHT

RADIUS

RR

REINFORCED CONCRETE

RUBBER

REINFORCING BAR

RECEPTACLE

REINFORCED CONCRETE PIPE

REFERENCE

RECTANGULAR

RELOCATED

REPLACE

REVIEW, REVISE

ROOF DRAIN

RPR

ROOM

REQUIRED

REVOLUTIONS/ MINUTE

RT

RVT

RW

RV

ROUND HEAD METAL SCREW

ROUND HEAD WOOD SCREW

ROUGH OPENING

ROOF LINER

REINFORCEMENT

RETAINING

REFLECTED

REFRIGERATOR

REQ'D

REFR

REFL

RET

REINF

RO

RL

RHMS

RHWS

RPM

RD

RM

REV

RE-BAR

RELOC

REPL

RECT

REF

RCPT

RCP

RC

RBR

R

RG

QTF

QT

QTY

POUNDS/SQUARE FOOT

PROTECTION

PREMOLDED EXPANSION JOINT

PORTLAND CEMENT CONCRETE

POINT OF CONNECTION

PROVIDE

POUNDS/SQUARE INCH GAGE

POUNDS/SQUARE INCH

PRESSURE

POWER

PSF

PEJ

PROT

PROV

POC

PSIG

PCC

PRESS

PSI

PWR

CONT CONTINUOUS

CHEMICAL BIOLOGICAL & RADIOLOGICALCBR

CCA CONTAMINATION CONTROL AREA

SMLD SHELF METAL LIGHT DUTY

SND SANITARY NAPKIN AND TAMPON

DISPOSER

TTD TOILET TISSUE DISPENSER

E/S EYE SHOWER

URINAL SCREEN US

HS HAND SINK

PTD PAPER TOWEL DISPENSER

CONTRACTOR FURNISHED CONTRACTORCFCI

INSTALLED

GOVERNMENT FURNISHED CONTRACTORGFCI

INSTALLED

GFGI GOVERNMENT FURNISHED GOVERNMENT

INSTALLED

ALKYDAK

HIGH PERFORMANCE ARCHITECTURALHL

LATEX

INSTITUTIONAL LOW ODER/LOW VOC LATEXIL

HEAT RESISTANT ENAMEL

PP PIGMENTED POLYURETHANE

EGGSHELLE

F FLAT

SEMI-GLOSS S

SATIN, SELF-TAPPING ST

VTR VENT THROUGH ROOF

SKIM COAT OF PLASTERSCP

HIGH IMPACT WALL COVERINGHWC

CPT CARPET

FMF FLOOR MATS & FRAMES

GROUTGR

LC LAVATORY COUNTER TOP

PLASTIC LAMINATE

RCB RUBBER COVE BASE

RUBBER TILE

SST

VAPOR BARRIER

VINYL WALL COVERING VWC

VWCB VINYL WALL COVERING BORDER

GUTTER EXPANSION JOINTGEJ

CPT/T CARPET TILE

VINYL COMPOSITION TILE VCT

VT VINYL TILE

L

DISTR

DRAWING LIST

GOVERNMENT FURNISHED PROPERTY

HOUR

RAD

STC SOUND TRANSMISSION CLASS

L1W1

ARCHITECTURAL

MATERIAL INDICATIONS AND SYMBOLSA B B R E V I A T I O N S

DOOR NUMBER

WINDOW & LOUVER NUMBER

ROOM NAME AND NUMBER

SCOPE OF WORK NUMBER

CONCRETE

GROUT & SAND

GRAVEL OR BASE MATERIAL

CONCRETE MASONRY UNIT(CMU)

WOOD, ROUGH

WOOD, FINISH

BRICK

GRANITE

REINFORCED CONCRETE

EARTH

GYPSUM BOARD

METAL, ROUGH

FIBERGLASS BATT INSULATION

PLYWOOD

RIGID INSULATION

CEMENT BOARD

SOLID SURFACE MATERIAL

OFFICE

S Y

M B

O L S

A B

B R

E V

IA

T

IO

N S

M A

T E

R

IA

L I

N D

IC

A T

IO

N S

J .H L E

E

G-004

D

2 3

C

4 5

A

B

NUMBER

IDENTIFICATION

SHEET

S E

T

ID

S c a le

A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

R e v ie w e d b y D

A T

E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

IN

S

T A

L L

A T

IO

N M

A N

A G

E M

E N

T

C O

M M

A N

D -P

A C

IF

IC

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

D

IR

E C

T O

R A

T E O

F P

U B

L

IC

W

O R

K S

E N

G

IN

E E

R

IN

G D

IV

IS

IO

N

U N

IT

A P

O A

P

-5

U S A

R M

Y G

A R

R

IS

O N R

E D C

L O

U D

Y I, S

C

C P B

O N

IF

A S

T R

A N

S C

E

IV

E R W

IT

H N

E W I

N C

L U

D

IN

G R

E P

A

IR

S -1

R

E P

L A

C E F

IR

E A

L A

R M B

U

IL

D

O R

E A

F E

W

A

P R

M E C H A N I C A L M A T E R I A L I N D I C A T I O N S & S Y M B O L S

NTS

PD

Pa

OS&Y

OXY

OD

OAIL

OA

QT

PRV

PPM

POL

POC

PLMB

PH

PG

RT

RPM

RH

RDTR

RA

R12, R22

QTY

A B B R E V I A T I O N S

SBM

SAN

SA

SCH

FLOWMETER, ORIFICEBUTTERFLY

REFRIGERANT LIQUID

CHILLED WATER SUPPLY

CHILLED WATER RETURN

AIR COOLED CONDENSING UNIT

AIR CONDITION UNIT (S)

APPARATUS DEW POINT

AIR CONDITION (-ING,-ED)

HOT CHILLED WATER RETURN

AMERICAN WIRE GAUGE

PRESSURE, BAROMETRIC

CUBIC METER PER HOUR

HOT/CHILLED WATER SUPPLY

CAPACITYCAP

CONNECTION

CONTINUE

COMPRESSOR

CUBIC METER

CPRSR

CONN

CONT

CU M

CHILLED WATER

CAST IRON PIPE

CIRCUIT

CLASSIFICATION

COOLING LOAD

COEFFICIENT

COUNTER CLOCKWISE

CLASS

CLG LOAD

COEF

CMH

CIP

CCW

CHW

CKT

ACV ALARM CHECK VALVE

AVERAGEAVG

BOILING POINT

CENTIGRADE

BAROMETER(-TRIC)

BRAKE HORSEPOWER

BP

BHP

C

BARO PR

AWG

BARO

ALUMINUM

ALTITUDE

AMBIENT

AIR HANDLING UNIT

AMPERE(AMP, AMPS)

APPROXIMATEAPPROX

ALT

AMB

AMP

AIR COND

ADP

AL

AHU

AIR COOLED

ACCU

ACLD

ACU

CHR

C/HWR

C/HWS

CHS

RL

D DRAIN

DIAMETER, INSIDE

ISOMETRIC

IRON PIPE SIZE

JOULE

THERMAL CONDUCTIVITY

KILOGRAM

KILOGRAM PER SQ. CENTIMETER (GAUGE)

KILOGRAM PER SQ. CENTIMETER

KILOGRAM PER SQ. CENTIMETER (ABSOLUTE)

KILOCALORIE PER HOUR

EXPANSION JOINT

EXPLOSION PROOF

FIRE HOSE CABINET

FULL LOAD AMPERES

ENTERING WATER TEMP

EVAPORAT (-E,-ING,-ED,-OR)

EXTERNAL STATIC PRESSURE

FACE AREA OR FRESH AIRFA

FHC

FHY

FLA

FIRE HYDRANT

ESP

EXPJT

EWT

EVAP

EP

EQPT

ENT

EFF

EQUIPMENT

ENTERING

EFFICIENCY

KG/SQ CM

KG/SQ CM A

KG/SQ CM G

KG

KCAL/HR

J

K

ID

ISO

IPS

NO

N.O.

NIC

NPT

MPS

NC

N/A

N.C.

MAX

MIN

MPH

MM

NOT IN CONTRACT

NATIONAL TAPER PIPE (THREAD)

NUMBER

NORMALLY OPEN

MINIMUM OR MINUTE

METERS PER HOUR

METERS PER SECOND

NORMALLY CLOSED

NOISE CRITERIA

NOT APPLICABLE

MAXIMUM

MILLIMETER

R

FEMALE PIPE THREAD

FUEL OIL

GALVANIZED STEEL

GAGE OR GAUGE

FIXTURE

FEED WATER PUMP

FACE VELOCITY

FLUSH VALVE

FREQUENCY

FIBERGLASS REINFORCED PLASTIC

HORIZONTAL

HOT WATER HEATER

HOT WATER

HOUR(S)

HORSEPOWER

MERCURY

HEAD

HOSE BIBB

HERTZ

GRAMS

FRP

CWP CIRCULATING WATER PUMP

DIRECT EXPANSION

DRY PIPE VALVE

EQUIVALENT DIRECT RADIATION

ENTERING AIR TEMPERATURE

DOUBLE POLE DOUBLE THROW

DEWPOINT TEMPERATURE

DRY BULB TEMPERATURE

DECIBEL OR DRY BULB

DIESEL OILDO

ECON

ECC

EAT

EDR

DX

DPV

DPDT

DPT

ECONOMIZER

ECCENTRIC

o

DIFF

DIAG

DIA or

DIV

DBT

DB

DIFFERENCE

DIAGRAM

DIAMETER

DIVISION

DEGREE

HR

HORIZ

HWH

HW

HZ

HP

HG

HD

HB

GALVS

GA

GR

FXTR

FWP

FVEL

FV

CUBIC MILLIMETER

CLOCKWISE OR COLD WATER

COEFFICIENT, VALVE FLOWCv

CU MM

CW

PLUG VALVE

THREE WAY

FPT

FO

FREQ

GATE, ANGLE

GATE, GLOBE

GLOBE

GATE

CONTROL

KJ KILOJOULE

LH

LT

LWT

LPS

M

LL

LPD

LPH

LM

LAV

LAT

LBS

LG

KW

KWH

L

LATENT HEAT

LEAVING WATER TEMPERATURE

LITERS PER HOUR

LITERS PER SECOND

LAUNDRY TRAY

METERS

LIQUID LINE

LITERS PER DAY

LINEAR METER

LEAVING AIR TEMPERATURE

LAVATORY

POUNDS

LENGTH

KILOWATT

KILOWATT HOUR

LITERS

P

FLOWMETER, VENTURI

FLOW SWITCH

PRESSURE SWITCH

PRESSURE GAUGE AND COCK

PUMP (INDICATE USE)

STRAINER

STRAINER, BLOW OFF

KG/SM

KG/SM A

KG/SM G

PS

P

OFM

FS

VFM

KILOGRAM PER SQ. METER

KILOGRAM PER SQ. METER (ABSOLUTE)

KILOGRAM PER SQ. METER (GAUGE)

JACKET WATER RETURN

MEDIUM PRESSURE STEAM

MEDIUM PRESSURE CONDENSATE

LOW PRESSURE STEAM

LOW PRESSURE CONDENSATE

BOILER BLOW DOWN

PUMPED CONDENSATE

JACKET WATER SUPPLY

VACUUM PUMP DISCHARGE

FUEL OIL TANK VENT

CONDENSATE WATER SUPPLY

CONDENSATE WATER RETURN

MEDIUM TEMPERATURE HOT WATER SUPPLY

MEDIUM TEMPERATURE HOT WATER RETURN

LOW TEMPERATURE HOT WATER SUPPLY

LOW TEMPERATURE HOT WATER RETURN

PIPE TO BE REMOVED

REFRIGERANT DISCHARGE

REFRIGERANT SUCTION

LPS

CONTROL AIR MAIN

air conditioning and refrigeration

RD

RS

(NAME)E

(NAME)

M

EXISTING PIPE

COMPRESSED AIR

VACUUM (AIR)

HWR

VAC

A

MTWS

MTWR

HWS

FOD FUEL OIL DRAIN

FOR

CS

CR

FOV

FOG

FOS FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL GAUGE

PC

VPD

MU

LPC

BBD

MAKE UP WATER

MPS

MPC

JWR

JWS

heating

PIPING

CHECK, SWINGSANITARY DRAIN

PITCH OR PIPE, UP(U), DOWN(D)

FLOOR SINK (200mm x 200mm)

PIPE SLEEVE WITH FIRE STOPPING

VENT THRU ROOF

BFP

valves : (for selective actuators)

PLAN

HOSE BIBB

AIR LINEA

BALL

ELEV.

BACKFLOW PREVENTER

PIPE SLEEVE

(NAME)

ACID

200mm x 200mm

SURFACE CLEANOUT

FLOOR CLEANOUT

FLOOR DRAIN

CHEMICAL SUPPLY PIPES

FUNNEL DRAIN, OPEN

FCO

FD

SCO

FLOOR OR GRADE

FLOOR OR GRADE

CONDENSATE DRAIN BELOW

CONDENSATE DRAIN ABOVE

ACID WASTE

GASG

CD

CD

AIR VENT, MANUAL

AIR VENT, AUTOMATIC

W/ MEASURING TAP

EXPANSION LOOP

EXPANSION JOINT

BALL JOINT

ANCHOR, MAIN

ANCHOR, INTERMEDIATE

ALIGNMENT GUIDE

AIR SEPARATOR

FLEXIBLE CONNECTOR

SQUARE HEAD BALANCING COCK

EJ

S

MV

AVV

CHECK, NON-SLAM

CONTROL, ELECTRIC-PNEUMATIC

CONTROL, PNEUMATIC-ELECTRIC

QUICK OPENING

PRESSURE REDUCING

NEEDLE

LOCK SHIELD

HOSE END DRAIN

SAFETY

RELIEF

SQUARE HEAD BALANCING COCK

QUICK CLOSING, FUSIBLE LINK

R

S

PE

EP

plumbing

COLD WATER

HOT WATER RETURN

HOT WATER SUPPLY

VENT

MOTOR ELECTRIC

DIAPHRAGM

valves, special duty :

SOLENOIDS

valve actuators

M

FDAD

SUCTION

QUANTITY

SUCT

TONS OF REFRIGERATION

TEMPERATURE DIFFERENCE

HEAT TRANSFER COEFFICIENT

SANITARY

SUBMERSIBLE

SUPPLY AIR

SCHEDULE

RADIATOR

REFRIGERATION TON

REVOLUTIONS PER MINUTE

RELATIVE HUMIDITY

RETURN AIR

THERMAL RESISTANCE

REFRIGERANT (12, 22, ETC)

TYPICALTYP

URINAL

UNIT HEATER

UR

UH

U

THERMOSTAT

THICKNESS

THERMOMETER

TEMPERATURE

SYMBOL

TSTAT

TONS

THERM

THK

TEMP

TD

SYM

SINGLE POLE DOUBLE THROW

LPH, STANDARD CONDITIONS

LPS, STANDARD CONDITIONS

LPD, STANDARD CONDITIONS

SAYBOLT SECONDS UNIVERSAL

SAYBOLT SECONDS FUROL

SENSIBLE HEAT

OUTSIDE AIR INTAKE LOUVER

SH

PRESSURE DROP OR DIFFERENCE

PRESSURE REDUCING VALVE

PHASE (ELECTRIC)

PERCENT

PARTS PER MILLION

POINT OF CONNECTION

PLUMBING

PETROLEUM, OIL AND LUBRICANTS

QUART

OUTSIDE SCREW & YOKE

DIAMETER, OUTSIDE

PRESSURE GAGE

POLE

PASCAL

OXYGEN

SPRINKLERSPR

STEEL

STANDARD

STEAM

SQUARE

STAINLESS STEEL

STORAGESTOR

STL

STD

ST

SSU

SST

SSF

SQ

SENSIBLE LOAD

STATIC PRESSURE

SQUARE METER

SPECIFICATION

SPDT

SPEC

SM

SP

SLPH

SLPS

SLPD

SL

ALARM CHECK VALVE

SIDEWALL SPRINKLER

PENDENT SPRINKLER

UPRIGHT SPRINKLER

FIRE DEPARTMENT CONNECTION

PRE-ACTION VALVE

NOT TO SCALE

OUTSIDE AIR

(2-WAY SHOWN)

DRY-PIPE VALVE

SECOND

SAFETY FACTOR

SPECIFIC GRAVITYSG

SF

SEC

VARIABLE AIR VOLUMEVAV

VENTILATION

PRESSURE, DYNAMIC(VELOCITY)

WATER-COOLED

WATER CLOSET

WATTHOUR OR WATER HEATER

WET BULB TEMPERATURE

WATERPROOF

WSHR

WCLD

WTRPRF

WH

WT

W/

WD

WC

WBT

WEIGHT

WITH

WASHER

WIDTH

VP

VOL

WB

W

VISC

VERT

VENT

VEL

VOLUME

WET BULB

WATT

VISCOSITY

VERTICAL

VELOCITY

MANUAL VOLUME DAMPER

SMOKE DAMPER (PROVIDE ACCESS DOOR)

PNEUMATIC OPERATED DAMPER

VLV

V

VAC

M

VALVE

VOLT

VACUUM

SPLITTER DAMPER

SD

AD

VD

grilles, registers and diffusers :

SG

SR

600/300

300x150

200mm NCD

FIGURE IS ON TOP

810mm x 400mm dampers

ELBOW, TURNED DOWN

REDUCER, CONCENTRIC

REDUCER, ECCENTRIC (STRAIGHT, INVERT)

REDUCER, ECCENTRIC (STRAIGHT, DOWN)

TEE, OUTLET DOWN

TEE, SINGLE SWEEP

sprinkler

UNION, SCREWED

UNION, FLANGED

TEE, OUTLET UP

TEE

LATERAL

CONNECTION, BOTTOM

CONNECTION, TOP

ELBOW, TURNED UP

BUSHING

CAP

WELDED

FLANGED

SOLDERED

SCREWED BELL AND SPIGOT

SOLVENT CEMENT

SOUND ATTENUATOR

DETECTORS, FIRE AND/OR SMOKE

ELECTRIC MOTOR OPERATED DAMPER

FIRE DAMPER (PROVIDE ACCESS DOOR)

BACKDRAFT DAMPER

BDD

S

TRANSITION

TURNING VANES

SF

CHANGE OF ELEVATION, RISE(R), DOWN(D)

DUCT SECTION, NEGATIVE PRESS., FIRST

ACCESS DOOR, VERTICAL OR HORIZONTAL

COWL, (GOOSENECK) AND FLASHING

ACOUSTICAL LINING

FLEXIBLE DUCT

FLEXIBLE CONNECTIONFC

FIGURE IS ON TOP

R

AD

47.2

TG

94.4

UC 13mm

DG

500/300L

DUCT WORK

810mm x 400mm

810mm x 400mm

THERMOSTAT, ELECTRIC

TRAP, ELECTRIC (INDICATE TYPE)

fitting :

R

THERMOMETER

EXHAUST AIR GRILLE OR REGISTER, CEILING

DUCT SECTION, POSITIVE PRESS., FIRST

DIRECTION OF FLOW

SR

DIFFUSER, LINEAR

RETURN AIR GRILLE OR REGISTER, CEILING

CEILING DIFFUSER, SQUARE TYPE

CEILING DIFFUSER, ROUND TYPE (200mm

(600mm x 300mmH, 472 LPS)

UNDERCUT DOOR (13mm, 47.2 LPS)

DOOR GRILLE (300mmx150mmH)

NECK DIAMETER)

TRANSFER GRILLE ASSEMBLY

LOUVER, DOOR OR WALL

(500mmWx300mmH, 94.4 LPS)

RG

RR

SUPPLY AIR GRILLE OR REGISTER, SIDEWALL

EXHAUST AIR GRILLE OR REGISTER, CEILING

SUPPLY AIR GRILLE OR REGISTER, CEILING

ER

SG

EG

CONTRACT FURNISHEDCFCI

CFM

CH

CUBIC FEET PER MINUTE

CHILLED WATER

CONTRACTOR INSTALL

EXHAUST AIREA

FD

FCU FAN COIL UNIT

FLOOR DRAIN, FIRE DAMPER

RG REFRIGERANT GAS

RL REFRIGERANT LIQUID

VD VOLUME DAMPER

REMOVAL WORK

RELOCATION WORK

POINT OF CONNECTION

EXISTING WORK TO REMAIN(E)

NOT IN CONTRACTNIC

G-005

L E

G E

N D A

B B

R E

V

IA

T

IO

N S

D

2 3

C

4 5

A

B

NUMBER

IDENTIFICATION

SHEET

S E

T

ID

S c a le

A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

R e v ie w e d b y D

A T

E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

IN

S

T A

L L

A T

IO

N M

A N

A G

E M

E N

T

C O

M M

A N

D -P

A C

IF

IC

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

D

IR

E C

T O

R A

T E O

F P

U B

L

IC

W

O R

K S

E N

G

IN

E E

R

IN

G D

IV

IS

IO

N

U N

IT

A P

O A

P

-5

U S A

R M

Y G

A R

R

IS

O N R

E D C

L O

U D

Y I, S

C

C P B

O N

IF

A S

T R

A N

S C

E

IV

E R W

IT

H N

E W I

N C

L U

D

IN

G R

E P

A

IR

S -1

R

E P

L A

C E F

IR

E A

L A

R M B

U

IL

D

O R

E A

F E

W

A

P R

CTV OVERHAED CATV LINE

PHOTOCELL [1PH,120VAC, 1KW(MAX)]

DOMESTIC HOT WATER HEATER (UNDER MECH ITEM)EWH

UNDERGROUND TELEPHONE LINE POLE

INTERIOR

MINIMUM OR MINUTEMIN

J

P

WIRING

POWER AUXILIARY

SAFETY SWITCH

STUBBED-OUT WITH CAP

PULL BOX

FLEXIBLE CONDUIT W/CONNECTORS

CONDUIT UP AND DOWN

CONTROL CIRCUIT

TELEPHONE/DATA CIRCUIT

FOR LIGHTING, POWER & AUXILIARY CIRCUIT

WIRING EXPOSED

FOR LIGHTING, POWER & AUXILIARY CIRCUIT

WIRING CONCEALED IN CEILING, WALL & FLOOR

DENOTES +1350 ABOVE FINISHED FLOOR OR GRADE

19diax3000mmLG W/WELDING CONNECTION

GROUND ROD, COPPER CLAD STEEL

JUNCTION BOX WITH BOX COVER

EXH FAN (UNDER MECH ITEM)

GREEN PILOT LAMP

MANUAL MOTOR STARTER, W/ON-OFF SW

M

REMOVAL EXIST

TELEPHONE OUTLET, SINGLE MODULAR JACK, CAT-6,

8-PIN (RJ45 TYPE) FOR TEL

PANELBOARD OR LOADCENTER

MAGNETIC MOTOR STARTER

FOR REFRIGERATOR

SINGLE RECEPTACLE, 2P-3W-20A-125V, GND TYPE

FOR MICROWAVE

SINGLE RECEPTACLE, 2P-3W-20A-125V, GND TYPE

2P-3W-20A-125V

GROUND FAULT PROTECTED DUPLEX RECEPTACLE,

GROUNDING TYPE

EXISTREMOVAL

S

S3 TOGGLE SWITCH, 3WAY-15A-125V

TOGGLE SWITCH, 1POLE-15A-125V S

S3

EXIT LIGHT, SINGLE FACE WALL MOUNTED

HIGH PRESSURE SODIUM LIGHT, WALL MOUNTED,

FLUORESCENT LIGHT FIXTURE, CEILING RECESSED,

FLUORESCENT LIGHT FIXTURE, WALL MOUNTED,

FLUORESCENT LIGHT FIXTURE,

NEWNEWNEWEXISTREMOVAL

EF

UH UNIT HEATER (UNDER MECH ITEM)

PUMP (UNDER MECH ITEM)

S

LIGHTING

DESCRIPTION DESCRIPTION

EXTERIOR

L E G E N D

NORMALLY CLOSED

NORMALLY OPEN

TOXIC FREE AREA

KILO VOLT AMPERE

LIGHTNING ARRESTER

GROUND FAULT PROTECTION

UNDERGROUND

WEATHERPROOF

P

T

C

XFMR

W/

TRANSFORMER

WITH

AND

V

VA

WP

W

TFA

U/G

VOLT

VOLT AMPERE

WATT

+1350

J

REQUIREDREQ'D

STD

SW

TEL

SPEC

SEC

STANDARD

SWITCH

TELEPHONE

SECONDARY

SPECIFICATION

Q'TY

RCPT

GFP

PNLBD

PWR

PRIM

QUANTITY

RECEPTACLE

POWER

PRIMARY

PANELBOARD

N.O.

N.C.

O/H

PH

NO

MTG

OVERHEAD

PHASE

NUMBER

MOUNTING

MAG

MAX

LTG

KV

LA

KVA

MAGNETIC

MAXIMUM

LIGHTING

KILO VOLT

KILO CIRCULAR MIL

ALTERNATING CURRENT

CIRCUIT BREAKER

BARE COPPER

AMERICAN WIRE GAUGE

AMPERE FRAME/AMPERE TRIP

CURRENT TRANSFORMER

HORSE POWER

INCANDESCENT

JUNCTION BOX

ABBREVIATION

DESCRIPTION

FLUORESCENTFLUOR

INSTL

KCMIL

J-BOX

K

INCAND

HZ

INSTALLATION

KILO

HERTZ

FXTR

GND GROUND

FIXTURE

DRAWING(S)DWG(S)

EXIST

ENCL

EA

EM

EXISTING

EMERGENCY

ENCLOSURE

EACH

DIST

DISC

DET(S)

CONN

CT

DISCONNECT

DISTRIBUTION

DETAIL(S)

CONNECTION

AWG

C

CKT

CB

BLDG

BRKR

BC

CONDUIT

CIRCUIT

BUILDING

BREAKER

AF/AT

A

AC

AMPERE

HP

M

R

F

NEWREMOVAL EXIST

STUB-OUT

UNDERGROUND SECONDARY LINE

UNDERGROUND PRIMARY LINE

DESCRIPTION REMOVAL

PAD MOUNTED TRANSFORMER

CONCRETE ENCASEMENT DUCT

NEWEXIST DESCRIPTION NEWREMOVAL EXIST DESCRIPTION

ABOVE FINISHED FLOORAFF

OVERHEAD SECONDARY LINE

S

SINGLE RECEPTACLE, 2P-3W-20A-125V, GROUNDING TYPE

EWH

FLUORESCENT LIGHT FIXTURE,

FLUORESCENT LIGHT FIXTURE,

RATED WATT ON LTG SCHEDULE

3-POSITION SEL SWITCH(H-O-A)

COMBINATIONCOMB

RATED WATT & TYPE OF MTG ON LTG SCHEDULE

RATED WATT & TYPE OF MTG ON LTG SCHEDULE

RATED WATT & TYPE OF MTG ON LTG SCHEDULE

RATED WATT & TYPE OF MTG ON LTG SCHEDULE

RATED WATT & TYPE OF MTG ON LTG SCHEDULE

FLUORESCENT LIGHT FIXTURE, RATED WATT & TYPE OF MTG

ON LTG SCHEDULE W/EMERGENCY BATTERY & SUPPLY UNIT

EXTERIOR LIGHTS & POLE

OVERHEAD CONTROL LINE

QUAD-PLEX RECEPTACLE, 2P-3W-20A-125V,

GROUNDING TYPE

8-PIN (RJ45 TYPE) FOR TEL/DATA

TELEPHONE OUTLET, DUAL MODULAR JACK, CAT-6,

COMB MAGNETIC MOTOR STARTER

TELEPHONE MANHOLEC

SINGLE DOWNGUY

MANUAL TRANSFER SWITCH (MTS)

GROUNDING TYPE, W/PLUG30

SINGLE RECEPTACLE, 3P-4W-30A-125/250V,

DUPLEX RECEPTACLE, 2P-3W-20A-125V,

MTS

AIR COMPRESSOR (UNDER MECH ITEM)

A/C SPLIT AIR CONDENSING UNIT (UNDER MECH ITEM)

HPU SPLIT SYSTEM HEAT PUMP UNIT (UNDER MECH ITEM)

(UNDER MECH ITEM)

OHPU

OUTDOOR SPLIT SYSTEM HEAT PUMP UNIT

BUILT-IN CONTROLLER

J

HOMERUN CIRCUIT TO PANELBOARD

SINGLE RECEPTACLE, 2P-3W-20A-250V, GND TYPE

UH

HEATING & VENT UNIT (UNDER MECH ITEM)H/V

H-FRAME POLE MOUNTED TRANSFORMER

AC

ENCLOSURE CIRCUIT BREAKER

S CEILING MOUNT DUAL OCCUPANCY SENSOR SWITCH

Sos WALL MOUNT OCCUPANCY SENSOR SWITCH

D

SURGE SUPPRESSION TYPE DUPLEX RECEPTACLE

WHM WATT HOUR METER

2P-3W-20A-125V

EXPLOSION PROOFEP

P

ACU

S

GREEN PILOT LAMP

MANUAL MOTOR STARTER, W/3-POSITION SEL. SE.(H-O-A)

L

L

S MOMENTARY CONTACTOR SWITCH

"EP"TYPE, EMERGENCY LIGHT UNIT, WALL MOUNTEDEP

SCHEDULE, W/EMERGENCY BATTERY AND SUPPLY UNIT

LED LIGHT FIXTURE, RATED WATT & TYPE OF MTG ON LTG

LED LIGHT FIXTURE, RATED WATT & TYPE OF MTG ON LTG

L

L

SCHEDULE

SCHEDULE, W/EMERGENCY BATTERY AND SUPPLY UNIT

LED LIGHT FIXTURE, RATED WATT & TYPE OF MTG ON LTG

LED LIGHT FIXTURE, RATED WATT & TYPE OF MTG ON LTG

SCHEDULE

L

LED LIGHT FIXTURE, RATED WATT & TYPE OF MTG ON LTG

SCHEDULE

FLUORESCENT LIGHT FIXTURE,

RATED WATT & TYPE OF MTG ON LTG SCHEDULE

EP

LED LIGHT FIXTURE, RATED WATT & TYPE OF MTG ON LTG

SCHEDULE

"EP"TYPE, METAL HALIDE LIGHTS, RATED WATT ON LTG

SCHEDULE

ELECTRICAL HANDHOLEH

ELECTRICAL MANHOLEM

H

M

H

M

L

SCHEDULE, W/EMERGENCY BATTERY AND SUPPLY UNIT

LED LIGHT FIXTURE, RATED WATT & TYPE OF MTG ON LTG

LED LIGHT FIXTURE, RATED WATT & TYPE OF MTG ON LTG

SCHEDULE

L

L

L E

G E

N D A

N D A

B B

R E

V

IA

T

IO

N S

SECONDARY RACK AND ENTRANCE CAP

G-006

C

D

2 3

C

4 5

A

B

NUMBER

IDENTIFICATION

SHEET

S E

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ID

S c a le

A p p ro v e d b y

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C k d b y

D e s ig n e d b y

D a te

P ro je c t n o

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R e v ie w e d b y D

A T

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U s in g A g e n c y

S a fe ty O ff ic e r

B ld g s

G ro u n d s

U ti li ti e s

F ir e P re v P ro t

In s p e c ti o n

O th e rs

R e v

D a te

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D -P

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IF

IC

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

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F P

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-5

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IV

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IT

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O T

E S -1

SEPARATE GROUNDING CONDUCTORS SHALL BE PROVIDED FOR ELECTRICAL

EQUIPMENT AND RECEPTACLES UNLESS OTHERWISE INDICATED ON THE DRAWING.

STEEL CONDUIT.

TO PENETRATING CONCRETE SLAB.

THE CONDUIT SHALL BE INSTALLED 1219mm BELOW GRADE.

INDICATES 5#12 AWG & 1#12(G) IN 21C

INDICATES 4#12 AWG & 1#12(G) IN 16C

INDICATES 3#12 AWG & 1#12(G) IN 16C

UNLESS OTHERWISE INDICATED ON THE DRAWING.

ALL CONDUITS FOR INTERIOR ELECTRICAL WIRES SHALL BE RIGID STEEL CONDUIT

ALL UNDERGROUND CONDUITS UNDER PAVED ROAD SHALL BE ENCASED WITH

ALL ELECTRICAL MATERIAL AND WORKMANSHIP SHALL COMPLY WITH ALL THE

REQUIREMENTS OF NATIONAL ELECTRICAL CODE 2017 EDITION AND NATIONAL

ELECTRICAL SAFETY CODE IEEE-2017.

ENERGY EFFICIENT FLUORESCENT LIGHTING FIXTURES SHALL BE UTILIZED FOR

MOST INTERIOR SPACES. 1200mm(4 FEET) FULL SIZE LINEAR FLUORESCENT

LIGHTING FIXTURES SHALL BE EQUIPPED WITH ENERGY SAVING LAMP(S)

INDICATES 6#12 AWG & 1#12(G) IN 21C

THE GOVERNMENT RESERVES THE RIGHT TO POSTPONE THE REQUESTED POWER

MINIMUM OF 14 DAYS PRIOR TO THE ANY SCHEDULED POWER OUTAGE.

THE CONTRACTOR SHALL NOTIFY CONTRACTING OFFICE, AND DPW IN WRITING A

OUTAGE UP TO 8 HOURS PRIOR TO REQUESTED POWER OUTAGE.

FINISHED STATE PER NEC 300.23 AND 314.29

BE ACCESSIBLE TO AUTHORIZED PERSONNEL DURING FINAL INSPECTION IN

ALL ELECTRICAL JUNCTION BOXES, PULL BOXES, WIRING TRAYS, AND etc. SHALL

GENERAL NOTES

ANY NEW CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES 2#12AWG WIRES

A GREATER NUMBER OF WIRES ARE INDICATED AS FOLLOWS:

AND 1#12(G) IN 16C

A-1.

ALL MEASUREMENTS ARE METRIC "mm" UNLESS OTHERWISE INDICATED ON

CONCRETE UNLESS OTHERWISE INDICATED ON THE DRAWING.

ANY PENETRATING AND PASSING THROUGH BLDG CONCRETE SLAB SHALL BE RIGID

ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC CONDUITS EXCEPT

USE OF RIGID STEEL CONDUIT SHALL BE ALSO USED WITHIN 1500mm PRIOR 28WATT(T-5) WITH A MINIMUM CRI OF 70 AND 3500K.

SHALL BE APPROVED BY THE CONTRACTING OFFICE.

REQUIRED WIRING AND OVER CURRENT PROTECTION DEVICES. THE CHANGES

THEN THE CONTRACTOR SHALL BE RESPONSIBLE TO RESIZE AND PROVIDE THE

IF EQUIPMENT OTHER THAN INDICATED ON THE PLANS ARE PROVIDED,

FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS.

MOUNTING HEIGHTS ABOVE THE FINISHED FLOOR SHALL BE AS

TEL CABINET

LIGHT FIXTURE

RCPT, TEL OUTLET

MOTOR CONTROLLER

SAFETY SWITCH

WALL SWITCH

PANELBOARD 1976 mm (6-FEET 6-INCH) TO THE HIGHEST HANDLE

1219mm (4-FEET) TO THE BOTTOM OF ENCL.

457mm (18-INCH) TO THE BOTTOM OF ENCL.

304mm (1-FEET) TO BOTTOM OF THE CABINET.

1524mm (5-FEET) TO CENTER OF THE ENCL.

1524mm (5-FEET) TO CENTER OF THE ENCL.

SEE LIGHTING FIXTURE SCHEDULE

OF CIRCUIT BREAKER OF PANELBOARD (MAXIMUM).

DURING THE CONSTRUCTION WHEN CONTRACTOR FOUND UNKNOWN EXISTING

RELOCATION WORK SHALL BE COORDINATED WITH DPW AND ELEC UTILITY SHOP.

UNDERGROUND POWER CABLES IN THE PROJECT SITE, ANY REMOVAL OR

FIRESTOPPED.

ALL CONDUIT AND CONDUCTORS PENETRATING FIRE RATED WALLS SHALL BE

CONTRACTOR SHALL VERIFY ELECTRICAL REQUIREMENT OF EQUIPMENT PRIOR TO

INSTALLING THE ASSOCIATED CIRCUIT BREAKER, CONDUIT & WIRING.

A-2.

A-3.

A-4.

A-5.

A-6.

A-7.

A-8.

A-9.

B-1.

C-1.

D-2.

D-3.

D-4.

A. GENERAL SYSTEM

B. GROUNDING SYSTEM

C. LIGHTING SYSTEM

D. POWER SYSTEM

THE DRAWING.

OR 152mm(6-INCH) FROM THE CEILING WHICHEVER

COMB (FA + MNS) VISUAL

SIGNAL STROBE

2032mm (6-FEET 8-INCH) TO BOTTOM OF DEVICE.

IS LOWER.

IS LOWER.

2032mm (6-FEET 8-INCH) TO BOTTOM OF DEVICE.

FIRE ALARM/MASS

NOTIFICATION SPEAKER

2286mm (7-FEET 6-INCH) TO TOP OF DEVICE.

IS LOWER. OR ON CEILING.

CONTROL PANEL

MASS NOTIFICATION

1220mm (4-FEET) TO TOP OF DEVICE.

VISUAL SIGNAL STROBE

SPEAKER/COMB (FA + MNS)

MANUAL PULL STATION

COMB FIRE ALARM &

OR 152mm(6-INCH) FROM THE CEILING WHICHEVER

OR 152mm(6-INCH) FROM THE CEILING WHICHEVER

1676mm (5-FEET 6-INCH) TO CENTER OF THE ENCL.

ROOM NUMBER PER CIRCUIT AFTER COMPLETE INSTALLATION.

THE CONTRACTOR SHALL PROVIDE EACH PANELBOARD SCHEDULE SHOWINGD-7.

THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF HVAC SYSTEM IN ACCORDANCE

WITH SEQUENCE OF OPERATION ON THE MECHANICAL DRAWINGS.

FOR ANY CONTROL WIRINGS AND DEVICE LOCATIONS, SEE MECHANICAL DRAWINGS.

ALL EQUIPMENT CONTROL WIRING SHALL BE #14 AWG "TW" IN 16C UNLESS OTHERWISE

INDICATED.

D-8.

D-9.

REMOVAL OF EXISTING ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT SHALL

INCLUDE EQUIPMENT'S ASSOCIATED CONDUCTORS,EXPOSED CONDUIT, SURFACE

METAL RACEWAYS, BOXES, AND FITTINGS, BACK TO EQUIPMENT'S POWER

SOURCE IF POSSIBLE.

D-1.

EXCAVATION.

THE GRADING LINE OF NEW DUCTS WILL BE LIMITED TO THE WIDTH OF DUCT

AFTER INSTALLATION OF ELECTRICAL SYSTEM.

INCLUDING SODDING, UTILITIES, STRUCTURES, ANY INTERIOR & EXTERIOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL DAMAGED AREA

WALLS/FLOORS TO THEIR ORIGINAL CONDITION AND OPERATION DURING AND

A-11.

PROVIDE ARC FLASH WARNING LABELS ON ELECTRICAL EQUIPMENT LIKELY TO

PROVIDE LABELS IN ACCORDANCE WITH THE FORMAT SHOWN IN FIGURE BELOW.

REQUIRE EXAMINATION, SERVICING OR MAINTENANCE WHILE ENERGIZED.

D-5.

SHOCK, ARC FLASH, AND ARC BLAST HAZARD APPROPRIATE

INJURY OR DEATH.

PPE REQUIRED FAILURE TO COMLPLY CAN RESULT IN

WARNING!

REFER TO UFC 3-560-01

OR WALL. CONDUITS ON CONC SLABS SHALL NOT BE OVERLAPPED.

CONDUITS LARGER THAN 27mm(1") SHALL NOT BE INSTALLED IN CONC FLOOR

TO BE EMBEDED IN CONCRETE FLOOR SLAB.

ELECTRICAL CONDUITS SIZES 27mm(1") DIAMETER OR SMALLER ARE ALLOWEDA-10.

CONDUITS EMBEDDED IN CONCRETE WALLS AND FLOORS SHALL NOT HAVE

MORE THAN TWO(2) 90 DEGREE BENDS BETWEEN PULL BOXES.

ENTRY CONDUITS SHALL EXTEND BETWEEN FOUR TO SIX INCHES ABOVE THE

FINISHED FLOOR TO AID IN PULLING CABLES AND SHALL BE PLACED WITHIN

THREE INCHES OF THE WALL.

A-15.

RE-ENTERABLE FIRSTOPPING DEVICES (S) CONTAINING SELF-SEALING

COMMUNICATION WIRING OR CABLE SHALL BE THROUGH MODULAR,

PENETRATIONS OF FIRE-RATED PARTITIONS, WALLS OR FLOORS BY DATA/

INTUMESCENT AND MAINTAIN AN AIR LEAKAGE RATING OF <5 CFM/SF

[MEASURED AT AMBIENT AIR TEMPERATURE AND 205 DEGREES C (400

DEGREES F)] AT 0 TO 100 PERCENT VISUAL FILL PER SPECIFICATION

SECTION 07 84 00 (FIRE STOPPING).

CONTRACTOR SHALL INSTALL ALL ELECTRICAL WALL BOXES FLUSH OR RECESSED .A-16.

A-17.

FOR FLUSH-MOUNTED PANELBOARDS, PROVIDE SPACE CONDUITS EXTENDING UP ABOVE

PROVIDE A MINIMUM OF 20% EMPTY SPACE FOR ALL PANELBOARDS.

THE CEILING AND DOWN BELOW RAISED FLOORS WHEN APPLICABLE.

PROVIDE ONE CONDUIT, MINIMUM OF 3/4 INCH, FOR EVERT THREE EMPTY SPACE.

D-6.

AFTER COMPLETE INSTALLATION OF THE INTERIOR ELECTRICAL SYSTEM, INSPECT THE

SYSTEM VISUALLY AND PERFORM THE TEST OF EACH ELECTRICAL SYSTEM AND

ITS MAJOR EQUIPMENT. THEN PROVIDE THE TESTING RESULTS WITH AT LEAST A COUPLE

OF A4 SIZE PAPER BRIEFLY TO THE DPW OR USING AGENCY.

CIRCUIT BREAKER & RELAY SETTINGS AND GROUND FAULT PROTECTION IN THE

MAIN SWITCHBOARD, etc.

THE TEST SHALL INCLUDE THE OPERATION OF SYSTEM, INSULATION OF MAIN FEEDERS,

D-11.

AFTER COMPLETE INSTALLATION OF THE EXTERIOR ELECTRICAL SYSTEM, INSPECT THE

SYSTEM VISUALLY AND PERFORM THE TEST OF UNDERGROUND ELECTRICAL SYSTEM AND

ITS MAJOR POWER EQUIPMENT. THEN PROVIDE THE TESTING RESULTS WITH AT LEAST A

COUPLE OF A4 SIZE PAPER BRIEFLY TO THE DPW OR USING AGENCY.

UNDERGROUND CABLES, FUSE OR BREAKER SETTINGS IN THE SWITCHGEAR,

THE TEST SHALL INCLUDE THE OPERATION OF SYSTEM, INSULATION OF

D-12.

RELAY SETTINGS ON THE POWER DISTRIBUTION LINES, etc.

FOR FLUORESCENT LIGHTING FIXTURE, PROVIDE DOUBLE-ENDED LAMPS AND

INTERNAL OR EXTERNAL DISCONNECT SWITCH TO MEET THE REQUIREMENT OF

NEC 410. 130 (G).

C-2

GROUNDING AND BONDING.

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF I3A,

ANSI-J-S TD-607-B, MIL-STD-188-124B AND MIL-HDBK-419A FOR

EFFECT.

CABLING TYPES, TERMINATION POINTS, AND USE OF COMBINED PATCHING IS IN

DESIGN CRITERIA WILL OVERRIDE THE I3A INSTRUCTION WHERE CONFLICT OF

DOD UNIFIED CAPABILITIES REQUIREMENTS CHANGE 3 AND OCONUS TECHNICAL

B-2.

-. ROD AND PIPE ELECTRODES

-. OTHER LOCAL METAL UNDERGROUND SYSTEMS OR STRUCTURES.

-. GROUNDING RING

-. CONCRETE ENCASED ELECTRODE

-. METAL UNDERGROUND WATER PIPE

-. METAL FRAME OF THE BUILDING OR STRUCTURE

LISTED BELOW AT THE BUILDING OR STRUCTURE SHALL BE BONDED TOGETHER

IN ACCORDANCE WITH 2017 NEC ARTICLE 250 ALL GROUNDING ELECTRODES

RESISTANCE.

ADDITIONAL GROUND RODS SHALL BE ADDED TO OBTAIN THE REQUIRED SOIL

SHALL BE 25 OHMS OR LESS.

THE SOIL RESISTANCE TO GROUND FOR THE ELECTRODE GROUNDING SYSTEM

UNLESS OTHER WISE INDICATED ON THE DRAWINGS.

B-3.

CONTRACTOR SHALL PROVIDE 90 DEGREE RATED WIRE OR WIRE TYPE RECOMMENDED

THE DRAWING

BY MANUFACTURER FOR EQUIPMENT BELOW UNLESS OTHERWIRE INDICATED ON

D-10.

-. POWER FILTERS

-. HID LIGHT FIXTURES

-. DRY TYPE TRANSFORMER

-. MECHANICAL EQUIPMENTS SUCH AS FAN & MOTOR

G-007

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IDENTIFICATION

SHEET

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ID

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A p p ro v e d b y

D w n b y

C k d b y

D e s ig n e d b y

D…