Attachment 02a-Drawings MLB.pdf

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REPLACE TASKER 500 WITH PC-BASED

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VICINITY MAP

NOT TO SCALE

DESCRIPTION

DEPARTMENT OF TRANSPORTATION

MELBOURNE

INTERNATIONAL

AIRPORT

JCN

REDLINE

APVD DATE

FEDERAL AVIATION ADMINISTRATION

• TECHNICAL OPERATIONS EASTERN SERVICE AREA

RVR

RUNWAY 09R

GENERAL COVER SHEET

AND VICINITY MAP

MELBOURNE MELBOURNE INTL AIRPORT FL

REVIEWED BY SUBMII TED BY

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DTFASA-17-R-00047 Attachment 2a

Linda Hennequant Stamp for Specs

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GENERAL SYMBOL LEGEND

ELEVATION

SECTION

DETAIL

ELEVATION Nu,BER

/ 2r 't..-

�XXX

SHEET NUMBER WHERE

ELEVATION IS LOCATED

SECTION LETTER

SHEET NUMBER WHERE

SECTION IS LOCATED

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DETAIL NUMBER

( 2

� SHEET NU"8ER WHERE

DETAIL IS LOCATED

DETAIL NUMBER

NOTES

1, FOR ABBREVIATIONS REFERENCE DRAWINGS MLB-D-RVR09-G010 & MLB-D-RVR09-G011,

2, SCALES SHOWN INDICATE APPROXIMATE DIMENSIONS. DO NOT SCALE DRAWINGS FOR

PRECISE DIMENSIONS,

3. MODEL NUMBERS INDICATED ARE CURRENT AT THE TIME OF DESIGN. CONTRACTOR

SHALL BE RESPONSIBLE TO VERIFY THAT MODEL NUMBERS REMAIN CURRENT AT THE

TIME OF CONSTRUCTION,

4. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT MODEL NUMBERS ON ALL

DRAWINGS MATCH WITH MATERIAL DESCRIPTIONS INDICATED,

TITLE OF PLAN, ELEVATION, SECTION OR DETAIL

DETAIL TITLE

ARCHITECTURAL

GRAPHIC SCALE

ENGINEERING

GRAPHIC SCALE

\X� * SCALE OR OTHER INFORMATION

�SHEET NUMBER WHERE

4'

PLAN, ELEVATION, SECTION

OR DETAIL IS LOCATED

0 4'

SCALE: 1/4" • 1'-0"

DRAWING NO. TITLE

GENERAL FRONT END

I-

MLB-D-RVR09-GOOO

MLB-D-RVR09-G001

MLB-D-RVR09-G002

MLB-D-RVR09-G006

MLB-D-RVR09-G010

MLB-D-RVR09-G011

MLB-D-RVR09-G045

CIVIL

MLB-D-RVR09-C001

MLB-D-RVR09-C002

MLB-D-RVR09-C003

DEMOLITION

MLB-D-RVR09-D001

ELECTRICAL

MLB-D-RVR09-E001

MLB-D-RVR09-E002

MLB-D-RVR09-E003

MLB-D-RVR09-E004

MLB-D-RVR09-E005

MLB-D-RVR09-E006

MLB-D-RVR09-E007

MLB-D-RVR09-E008

STRUCTURAL

MLB-D-RVR09-S001

MLB-D-RVR09-S002

MLB-D-RVR09-S003

MLB-D-RVR09-S004

REFERENCE

D-6128-4 D-6128-5 D-6128-6 D-6128-7 D-6128-8 D-6128-9 D-6128-10 D-6128-11

GENERAL COVER SHEET AND VICINITY MAP

GENERAL SYMBOL LEGEND AND DRAWING INDEX

MAINTENANCE OF TRAFFIC PLAN

SAFETY DETAILS

GENERAL ABBREVIATIONS SHEET 1 OF 2

GENERAL ABBREVIATIONS SHEET 2 OF 2

GENERAL NOTES

RVR SITE PLAN

PLOT LAYOUT PLAN

MISCELLANEOUS DETAILS

TASKER RVR CONCRETE DEMOLITION

ELECTRICAL SlTE LAYOUT PLAN

ELECTRICAL PLOT LAYOUT PLAN

ALS, VS AND SIE POWER AND CONTROL WIRING DIAGRAM

TOUCHDOWN POWER UNIT SUPPORT DETAILS

VS TOWER AND ALS SUPPORT DETAILS

AIRPORT LIGHTING VAULT POWER LAYOUT

EARTH ELECTRODE SYSTEM

STANDARD ELECTRICAL DETAILS

ALS, VS AND S!E FOUNDATION DETAILS 1 OF 2

ALS, VS AND SIE FOUNDATION DETAILS 2 OF 2

L!R POLE MISCELLANEOUS DETAILS

LIR POLE ASSEMBLY AND MOUNTING STAND DETAILS

RUNWAY VISUAL RANGE SYSTEM,

RUNWAY VISUAL RANGE SYSTEM,

RUNWAY VISUAL RANGE SYSTEM,

RUNWAY VISUAL RANGE SYSTEM,

RUNWAY VISUAL RANGE SYSTEM,

RUNWAY VISUAL RANGE SYSTEM,

RUNWAY VISUAL RANGE SYSTEM,

RUNWAY VISUAL RANGE SYSTEM,

SLAB AND PIER FOUNDATIONS

TRANSMISSOMETER SUPPORT TOWER

PLATFORM AND SHELF DETAIL

ANCHOR AND STAIRWAY DETAILS

MAIN PLATFORM STAIRWAY DETAILS

SUPPORT TOWER LIGHTNING PROTECTION

POWER AND CONTROL WIRING DIAGRAM

POWER SUPPLY FROM GLIDE SLOPE/LOCALIZER SHELTER

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FEDERAL AVIATION ADMINISTRATION 2

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GENERAL SYMBOL LEGEND

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MELBOURNE !NTL AIRPORT

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SOME CONSTRUCTION FOR THIS PROJECT MAY OCCUR WITHIN THE

fWNV/AY SAFETY AREA !RSAJ. WHEN THE CONTRACTOR IS WORKING

VI/THIN THE RSA, CONSTANT RADIO COMMUNICATION MUST BE

MAINTAINED WITH THE AIRPORT TRAFFIC CONTROL TOWER IATCTJ.

THE CON TRAC TOR Sf-L4LL MOVE CREW AMO Eau 1 PMENT OUTS/ DE THE RSA

WHEN INSTRUCTED TO DO SO BY THE ATCT OR COR. COORDINATE

WITH THE ATCT FOR GROUND CONTROL RADIO FREQUENCIES. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE RSA DURING

A SCHEDULED SHUTDOWN OF THE RUNWAY. COORDINATE WITH THE

;� l RPORT MANAGER FOR SCHEDULED SHUTDOWN.

THE CONTRACTOR SHALL COORDINATE THE ACCESS/HAUL ROUTE SHOWN

WITH THE AIRPORT MANAGER PRIOR TO WORK COMMENCING AND ADJUST

THIS SHEET ACCORDINGLY AND SUBMIT TO THE AIRPORT MANAGER AND

COR FOR RECORD PURPOSES.

STAGING AREAS SHALL BE LOCATED A MINIMUM OF 400' FROM THE

RUNWAY CENTERLINE, OUTS/DE THE ROFA AND GLiDE SLOPE CRITICAL

AREA. COORDINATE LOCATION WITH AIRPORT MANAGER.

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DATE DESCRIPTION

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DATE DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRAT!ONATO • TECHNICAL OPERATIONS

EASTERN SERVICE AREARVR

RUNWAY

MAINTENANCE OF

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TRAFFIC PLAN

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MELBOURNE i REVIEWED BY SUBMITTED BY

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TYPE 1 BARRICADE DETAIL

NOT TO SCALE

NOTES

1. BARRICADES SHALL BE LOCATED AT ALL WORK AREAS WHEN TRENCHES

AND OPEN HOLES ARE UNATTENDED. LIGHTS ARE TO BE SPACED NO

MORE THAN 10 FEET APART,

2, BOTTOMS AND ENDS OF BARRICADE SECTIONS SHALL BE PAINTED

WHITE. ALL INCIDENTAL CONNECTORS, SPLICE PLATES, ETC. SHALL

BE PAINTED WHITE.

3, ALL BARRICADES SHALL BE CHECKED VISUALLY FOR SIGNS OF

FATIGUE ON A WEEKLY BASIS AND SHALL BE REPAINTED WHEN

DEEMED APPROPRIATE BY THE COR. THE CONDITIONS OF LIGHTING

UNITS SHALL BE CHECKED DAILY. ALL LIGHT FIXTURES SHALL BE

VERIFIED OPERATING BY CONTRACTOR ON A DAILY BASIS BEFORE

THE CONTRACTOR CEASES OPERATIONS FOR THE DAY,

4, BARRICADES ALONG ACTIVE RUNWAY OR TAXIWAY PAVEMENTS SHALL

BE PLACED APPROXIMATELY 10 FEET FROM EDGE OF THE FULL

STRENGTH PAVEMENT GENERALLY IN LINE WITH THE EDGE LIGHT

SYSTEMS.

5, ALL BARRICADES SHALL BE MOVED AT LEAST ONCE EACH MONTH AND

THE CONTRACTOR SHALL SWEEP THE DEBRIS WHICH HAS ACCUMULATED

AND REMOVE IT FROM THE SITE. THE BARRICADES SHALL THEN BE

REPLACED AT THE APPROPRIATE LOCATION,

6. BARRICADES SHALL HAVE ONE LOW INTENSITY FLASHING RED LIGHT

(TYPE "A"J ATTACHED TO EACH BARRICADE ALONG WITH TWO 40 LB,

SANDBAGS FOR ADDED STABILITY, MAXIMUM HEIGHT OF LIGHT AND

BARRICADES ABOVE GROUND SHALL BE 24 INCHES.

7. ALTERNATE FORMS OF BARRICADES MAY BE PROPOSED BY THE

CONTRACTOR WHICH MEET THESE FUNCTIONAL REQUIREMENTS. ALL

SUCH APPROVALS OF ANY SUCH SUBSTITUTION ( IF GRANTED I SHALL

BE BY THE AIRPORT OPERATIONS AND THE COR.

2 RUNWAY CLOSURE MARKER DETAIL

QQ6 NOT TO SCALE

NOTES

1. RUNWAY CLOSURE MARKERS SHALL BE LIGHTED 24 HOURS A DAY.

2, RUNWAY CLOSURE MARKERS SHALL BE SWEEPSTER MODEL LXD06 OR APPROVED

EQUAL,

3, RUNWAY CLOSURE MARKERS ARE AVAILABLE ON SITE FROM THE AIRPORT

AUTHORITY. CONTRACTOR SHALL COORDIANTE AVAILABILITY AND USE WITH

AIRPORT MANAGER.

4. OPERATING EXPENSES OF RUNWAY CLOSURE MARKER SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. INCLUDING FUEL, OIL, AND PAR 38

LAMPS.

5. IN THE EVENT OF MECHANICAL FA!LIURE OF THE CLOSURE MARKER, CLOTH

X'S MAY BE SUBSTITUTED DURING DAYLIGHT HOURS.

,,-AVIATION ORANGE

I

NOTE

SAFETY FLAG SHALL BE PROMINENTLY

DISPLAYED ON Al.L CONSTRUCTION

:EQUIPMENT AT ALL TIMES.

3 CONSTRUCTION SAFETY FLAG

GQQ6 NOT TO SCALE

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE

MELBOURNE

RVR

RUNWAY 09R

SAFETY DETAILS

MELBOURNE !NTL AIRPORT

APPROVED BY

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PROJEC,T ENGINEER MGR: EN !NEERING • CENTER A

DESIGNED

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ISSUED BY DATE

12/ll/2015 JCN t-----t---+.Dc:c-RA""w,.,.N ---� ENGINEERING SERVICES DRAWING NO H-----+--+c�HE=cK=E�o --�TJ�s NAVAIDS MLB-D-RVR09·G006

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AA

AAV

ABG

AC

ACC

ACDFC

ACI

ACM

ACT

AD

ADA

ADJ

AF

AFF

AFG

AFR

AMPERE

AIR CONDITIONING

AUD IBLE STROBE

AIR COOLED

AUTOMATIC AIR VENT

ABOVE FINISHED GRADE

ALTERNATING CURRENT

AIR COOLED CHILLER

AIR COOLED DRY FLUID COOLER

AMERICAN CONCRETE INSTITUTE

ASBESTOS CONTAINING MATERIAL

ACOUSTICAL CEILING TILE

ACCESS DOOR, AREA DRAIN

AMERICANS WITH DISABILITIES ACT

ADJUSTABLE

AMPERE FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ABOVE FINlSHED ROOF

AF SSC

AGL

AIRWAY FACILITIES SYSTEM SUPPORT CENTER

ABOVE GROUND LEVEL

AH

AHJ

AHU

Al

A IR HANDLER

AUTHORITY HAVING JURISDICTION

AIR HANDLING UNIT

ANALOG INPUT

AMPERE INTERRUPTING CAPACITY AIC

AISC

AL

AL-GL

AMM

AMSL

ANN

ANSI

AO

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALUMINUM

ALUMINUM AND GLASS

AMMETER

ABOVE MEAN SEA LEVEL

ANNUNCIATOR

AMERICAN NATIONAL STANDARDS INSTITUTE

ANALOG OUTPUT

AOA

AP

AIRPORT OPERATIONS AREA

ACCESS PANEL

AIR PRESSURE DROP

APPROXIMATELY

ARCHITECT, ARCHITECTURAL

AUTOMATED RADAR

AIR SEPARATOR

APO

APPROX

ARCH

ARTS

AS

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION

AND AIR CONDITIONING ENGINEERS

ASME

AT

ATBM

ATC

ATCT

ATS

ATV

AUX

AV

AVG

AMERICAN SOCIETY OF MECHANICAL ENGINEERS

AMPERE TRIP

AIRWAY/TERMINAL BUILDING MAINTENANCE FACILITY

AIR TRAFFIC CONTROL

A WC

AWS

B

AIRPORT TRAFFIC CONTROL TOWER

AUTOMATIC TRANSFER SWITCH

ATMOSPHERIC VENT

AUX I LI ARY

AUTOMATIC VENT

AVERAGE

AMERICAN WIRE GAUGE

AMERICAN WELDING SOCIETY

BAT CHGR BATTERY CHARGER

BBHWH BASEBOARD HOT WATER HEATER

BC BARE COPPER

BCKP BACKUP

BDD BACKDRAFT DAMPER

BF BELOW FLOOR (PIPE S!ZEl

BFC BELOW FINISHED CEILING

BFP BACKFLOW PREVENTER

Bl BACKWARD INCLINED

BITS BYPASS ISOLATION TRANSFER SWITCH

BLDG BUILDING

BLK BLACK

BM BEAM

BOD BOTTOM OF DUCT

BOF BOTTOM OF FiXTURE

BOP BOT TOM OF PIP ING

BOT BOTTOM

BP BUSTER PUMP

BPU BREAKER PROGRAMMING UNIT

BSDC BARE SOFT DRAWN COPPER

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT/HOUR

C

C

CAF

CANT

CAP

CAV

CB

CBCR

CCTV

CD

CENT

CENTRIF

CF

R

CONDUIT

COMBUSTION AIR FAN

CANTILEVER

CAPACITY

CONSTANT AIR VOLUME

CIRCUIT BREAKER

CURVED BLADE CEILING REG.

CLOSED CIRCUIT TELEVISION

CEILING DIFFUSER

CENTRIFUGAL

CENTRIFUGAL

CUBIC FOOT/FEET

CFACC

CFM

CH

CHKD

CHW

CHWR

CHWS

C.I.P.

CJ

CKT

CL

CLF

CLG

CUl

CM

CMU

co

COL

COMM

CONC

COND

CONFIG

CONN

CONST

CONT

CON TR

COR

CPC

CPT

CPU

CR

cs

CSF

CT

CTL

cu

CU FT

CU YD

CV

eve cw

CWP

CWP

CWR

CWR

cws

Cl:IIS Cl/IV

D

CENlRIF FAN AIR COOLED CONDENSER

CUBIC FEET PER MINUTE

CHILLER

CHECKERED

CHILLED WAiER

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CAST IN PLACE

CONTROL JOINT

CIRCUIT

CENTERLINE

CURRENT LIMITING FUSE

CEILING

CLEAR

COMMUNICATION MANHOLE

CONCRETE MASONRY UNIT

CLEANOUT

COLUMN

COMMUNICATIONS

CONCRETE

CONDENSATE

CONFIGURATION

CONNECT!ON

CONSTRUCTION

CONTINUATION, CONTINUOUS

CONTRACTOR

CONTRACTING OFFICER'S REPRESENTATIVE

CRITICAL POWER CENTER

CARPET

CENTRAL PROCESS ING UN II

CONTROL RELAY

CON TROl SWITCH

CHEMICAL SHOT FEEDER

CURRENT TRANSFORMER

CONTROL

COPPER

CUBIC FOOT/FEET

CUBIC YARD

CONSTANT VOLUME, CONTROL VALVE

CENTRAL VACUUM CLEANER

COLD (DOMESTICJ WATER

CHILLED WATER PUMP

CONDENSER WATER PUMP, CHILLED WATER PUMP

CHILLED WATER RETURN

CONDENSER WATER RETURN

CHILLED WATER SUPPLY

CONDENSER WATER SUPPLY

COMBINATION WAS TE AND VENT

D ORA IN

DIST PNL DISTRIBUTION PANEL

DAMP DAMPER

DB DIRECT BURIAL

OBA DEFORMED BAR ANCHOR

DBL DOUBLE

DC DIRECT CURRENT

DCV BFP DOUBLE CHECK VALVE BACKFLOW PREVENTOR

DDC DIRECT D!GlTAL CONTROL

DEB DIRECT EARTH BURY

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DF DEGREES FAHRENHEIT

DG DOOR GRILLE

DHW DOMESTIC HOT WATER

DI DIGITAL INPUT

DIA DIAMETER

DIAG DIAGONAL

D!FF DIFFUSER

DIM DIMENSION

DISC DISCONNECT

D.l. DEAD LOAD

DM DEMAND METER

ON DOWN

DO DIGITAL OUTPUT

OP DIFFERENTIAL PRESSURE

DPDT DOUBLE POLE DOUBLE THROW

DPST DOUBLE POLE SINGLE THROW

DPT DIFFERENTIAL PRESSURE TRANSMITTER

DSF DESTRATIFICATION FAN

OT DOUBLE TEE

DWBP DOMESTIC WATER BOOSTER PUMP

0'1101 DOUBLE '1/IDTH DOUBLE INLET

DWGS DRAWINGS

Dll'L DOWEL

E

E EAST

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECP ENGINE CONTROL PANEL

EDAM ELECTRICAL DATA ACQUISITION AND MONITORING

EDH ELECTRIC DUCT HEATER

LE.

EES

EF

EG

EH

EHC

E IFS

ELEC

ELEV

EMCS

EMERG

EMI

EMS

EMT

ENT

EOR

EDS

EQ

EQUIP

ER

ERMS

E.S.

ESP

ET

EUH

EW

EWC

E'IIH

EWT

EXH

EXIST

EXP

F F •f

F II

FAA

FACP

FACT

FC

FCO

FCU

FCV

FD

FOC

FDN

FDR

FE

FEC

FF

FFE

FG

FH

FHC

FHV

FIG

FIN

FLA

FLEX

FLR

FLS

FLUOR

FM

FD

FOD

FOG

FOR

FOS

FOT

FP

FPM

FPU

FRP

FS

FSD

FSS

FT

FTG

F \/

FVC

FW

FWD

FWS

G

G

GA

GAL

GALV

GEN

CFC!

GFE

GFM

GND

GOVT

EACH END

EARTH ELECTRODE SYSTEM

EXHAUST FAN

EXHAUST GRILLE

ELECTRIC HEATER, ELECTRONIC HUMIDIFIER

ELECTR!C HEATING COIL

EXTERIOR INSULATION FINISH SYSTEM

ELECTRIC

ELEVATION

ENERGY MANAGEMENT AND CONTROL SYSTEM

EMERGENCY

ELECTROMAGNETIC INTERFACE

ENERGY MANAGEMENT SYSTEM

ELECTRICAL METALLIC TUBING

ELECTRICAL NON-METALLIC TUBING

ENGINEER OF RECORD

EDGE DF SLAB

EQUAL

EQUIPMENT

EXHAUST REGISTER

ENVIRONMENTAL REMOTE MONITORING SYSTEM

EACH S !DE

EXTERNAL STATIC PRESSURE

EXPANSION TANK

ELECTRIC UNIT HEATER

EACH '1/AY

ELECTRICAL WATER COOLER

ELECTRIC WALL HEATER, ELECTRIC WATER HEATER

ENTERING WATER TEMPERATURE

EXHAUST

EXISTING

EXPOSED, EXPANSION

FIRE WATER SUPPLY

DEGREES FAHRENHEIT

FIRE ALARM

FEDERAL AVIATION ADMINISTRATION

FIRE ALARM CONTROL PANEL

FACTORY

FOOT CANDLE

FLOOR CLEANOUT

FAN COIL UNIT

FLOW CONTROL VALVE

FLOOR ORA IN

FIRE DEPARTMENT CONNECTION

FOUNDATION

FEEDER

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FINISHED FLOOR ELEVATION

FIBERGLASS

F !RE HYDRANT

FIRE HOSE CABINET

F IRE HOSE VAL VE

FIGURE

FINISH

FULL LOAD AMPERES

FLEX ISLE

FLOOR

FIRE AND LIFE SAFETY

FLUORESCENT

FORCE MAIN

FIBER OPTIC

FACE OPERATED DAMPER

FUEL OIL GAGE

FUEL O!L RETURN

FUEL O l L SUPPLY

FIBER OPTIC TERMINAL, FUEL OIL TRANSFER

FLOOR PENETRATION

FEET PER MINUTE

FIELD PROGRAMMING UNIT

FIBERGLASS REINFORCED POLY

FLOOR SINK

FIRE/SMOKE DAMPER

FUSIBLE SAFETY SWITCH

FEET

FOOTING, FITTING

FULL VOLTAGE

FIRE VALVE CABINET

FIRE WATER, FILTERED WATER

FORWARD, FIRE SPRINKLER WATER DRAIN

FIRE WATER SUPPLY

GROUND

GAUGE, GAGE

GALLON

GALVANiZED

GENERATOR

GROUND FAULT ClRCUiT INTERRUPTER

GOVERNMENT FURNISHED EQUIPMENT

GOVERNMENT FURNISHED MATERIAL

GROUND CONNECTOR

GOVERNMENT

GPH

GPM

GRN

GRS

GS

GUH

GWB

GYP

H

HAZMAT

HB

HC

HEX

HH

HK

HM

H. MEL

HOA

HORIZ

HP

HPS

HR

HS

HSB

HT

HTG

HTR

HU

HVAC

HVY

H\IIP

HWR

HI/IS

HWUH

HX

HZ

I

IC

IE

IN

INCAND

INCL

INDIC

!NSUL

INT

INV

IPS

IRF

ISMS

J

JB

JP

JT

K K

KA

KCMIL

KS!

KV

KVA

KVAR

KW

KWH

GALLONS PER HOUR

GALLONS PER MINUTE

GREEN

GALVANIZED RIGID STEEL

GLIDE SLOPE

GAS FIRED UNIT HEATER

GYPSUM WALLBOARD

GYPSUM

HAZARDOUS MATERIALS

HOSE BIBB

HOLLOW CORE

HEXAGONAL

HAND HOLE

HOOK

HOLLOW METAL

HOLLOW METAL

HAND-OFF-AUTOMATIC

HORIZONTAL

HORSEPOWER

HIGH PRESSURE SODIUM

HOUR

HIGH STRENGTH, HEADED STUD

HIGH STRENGTH BOLT

HEIGHT

HEATING

HEATER

HUMIDIFIER

L L&S

LAT

LBD

LBG

LBR

LBS

LO

LF

L. L.

LLH

LLV

LONG

LOSP

LP

LRA

LRAG

LRG

LS

LSD

LT

LTG

LV

LVL

LWT

M

LOUVER AND SCREEN

LEAVING AIR TEMPERATURE

LINEAR BAR DIFFUSER

LINEAR BAR GRILLE

LINEAR BAR RETURN

POUNDS

LI NEAR DI FF USER

LINEAR FEET

LI VE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LOCAL OPERATING STATUS PANEL

LOI'/ POINT

LOCKED ROTOR AMPERE

LINEAR RETURN AIR GRILLE

LINEAR RETURN GRILLE

LIGHT STANDARD

LINEAR SLOT DIFFUSER

LI au lD T I GH T

LIGHT ING

LOW VOLTAGE

LEVEL

LEAVING WATER TEMPERATURE

MAGNETIC DOOR HOLD OPEN

MAINTENANCE

HEATING, VENTILATION AND AIR CONDITIONING

HEAVY

MAG

MAINT

MAX

MBH

MBP

MCB

MCC

MCM

MCP

MAXIMUM

THOUSAND BTU/HOUR

MAINTENANCE BYPASS PANEL

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

THOUSAND CIRCULAR MILLS

MOTOR CIRCUIT PROTECTOR

MANUAL DAMPER

F

HOT WATER PUMP

HOT WATER RETURN

HOT WATER SUPPLY

HOT WATER UNIT HEATER

HEAT [)(CHANGER

HERTZ

INTERCOMMUNICATION, INTERCOM

INVERT ELEVA l I ON

INCHES

INCANDESCENT

INCLUDE

INDICATOR

INSULATED

INTERIOR

INVERT

IRON P 1M SET

IRON ROD FOUND

INTEGRATED SE CUR I TY MANAGEMENT SYSTEM

JUNCTION BOX

JOCKEY PUMP

JOINT

KIPS

KI LO-AMPERES

THOUSAND CIRCULAR MILLS

1000 POUNDS PER SQUARE INCH

KI LO-VOLT

KILO-VOLT AMPERES

KILO-VOLT AMPERES REACTIVE

KlLO-WATT

KILO-WATT HOUR

MD

MDF

MOP

MDT

MECH

MED

MEMB

MFR

MG

MH

MIL

MIL ST

MIN

MISC

MLO

MM

MOD

MPG

MPH

MSB

MSL

MTD

MTL

MUA

MUW

MV

MVA

MVD

MEDIUM DENSITY FIBERBOARD

MAIN DISTRIBUTION PANELBOARD

MAIN DISTRIBUTION TERMINAL

MECHANICAL

MEDIUM

MEMBRANE

MANUFACTURER

MOTOR GENERATOR

MANHOLE

THOUSANDTHS OF AN INCH

MILITARY STANDARD·

MINIMAL, MINUTE, MINIMUM

MlSCELLANEOUS

MAIN LUGS ONLY

MILL I METER

MOTOR OPERATED DAMPER

MULTI-POINT GROUND

MILES PER HOUR

MAIN SWITCHBOARD

MEAN SEA LEVEL

MOUNTED

METAL

MAKE-UP AIR

MAKE-UP WATER

MANUAL VENT

MEGA-VOLT AMPERE

MANUAL VOLUME DAMPER

E

C

C

REV APPROVED

DATE DESCRIPTION JCN REDLINE APVD EDATE

DEPARTMENT OF TRANSPORTATION z

FEDERAL AVIATION ADMINISTRATION 2

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA �

RVR

RUNWAY 09R

GENERAL ABBREVIATIONS

SHEET 1 OF 2

MELBOURNE MELBOURNE INTL AIRPORT

REVIEWED BY SUBMITTED BY APPROVED BY

PROJEC1 ENGINEER MGR: ENellNEERING - CENTER A

FL

DESI GNED ISSUED BY DATE IJCN

DRAWN JW ENGINEERING srnv1cEs ,_DR -AW-IN_G _N��2�1-1 1 12=0�15

�----7=00""5

R

�-e t------,i----+

=cH=Ec""KE=o

---T=JS=-; NAV AIDS ML 8-D-RV RO 9-GO 10

? 1

Ill z

!8

•D

N

N <D

H

G

F

D

C

I Bi

I -1

N

NORiH

NOT APPL! CABLE

NORMALLY CLOSED

NOISE CRITERIA

NATIONAL ELECTRIC CODE

NEGATIVE

N

NIA

N.C.

NC

NEC

NEG

NEMA

NEUT

NFHB

NFPA

NG

NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION

NEUTRAL

NON-FREEZE HOSE BlB

NATIONAL FIRE PROTECTION ASSOCIATION

NATURAL GAS

N, I, C.

NK

N,O, NO

NOM

N.S.

NTE

NTS

0/0

0/H

DA

OAF

DC

OD

ODP

OE

OH

OPNG

OPP

ORD

ORL

OSA

OSCO

oz p

NOT IN CONTRACT

NECK

NORMALLY OPEN

NUMBER OF DESIGNATION

NOMINAL

NEAR SIDE

NOT TO EXCEED

NOT TO SCALE

OUT TO OUT

OVERHEAD

OUTSIDE AIR

OUTS IDE A lR FAN

OPPOSED BLADE DAMPER

ON CENTER

OUTSIDE DIAMETER, OVERFLOW DRAIN

OPEN DRIP PROOF

OPEN END

OPPOSITE H.4ND

OPENING

OPPOSITE

OVERFLOW ROOF DRAIN

OVERFLOW ROOF LEADER

OUTSIDE SUPPLY AIR

OUTSIDE CLEANOUT

OUNCES

P POLE

PABX PRIVATE AUTOMATIC BRANCH EXCHANGE

PAFIPINSIPOWDER ACTIVATED FASTENERS

PART PARTITION

PB PULL BOX

PC POINT OF CURVANCE

PCF POUNDS PER CUBIC FOOT

PCHWR PRIMARY CHILLED WATER RETURN

PCHWS PRIMARY CHILLED WATER SUPPLY

PCMS POWER CONTROL MONITORING SYSTEM

PCS POWER CONDITIONING SYSTEM

PD PRESSURE DROP

PF POWER FACTOR

PFD PERFORATED FACE DIFFUSER

PFR PERFORATED FACE RETURN

PH ELECTRICAL PHASE

Pl PRESSURE INDICATOR

P IU POWER INDUCT ION UNIT

PJF PREFORMED JOINT FILLER

PL PLATE

PLBG PLUMBING

PLCS PLACES

PLYWD PLYWOOD

PM POWER MANHOLE

PMB POWER MIXING BOX

PNL PANEL, PANELBOARO

POB POINT OF BEGINNING

POC PO INT OF CONNECT ION

POS POSITIVE, POSITION

POT POINT OF TANGENCY

PP PATCH PANEL

PREFAB PREFABRICATED

PRESS PRESSURE

PRMY PRIMARY

PROJ PROJECTION

PROP PROPELLER

PRSR PRESSURIZATION

PRV PRESSURE REDUCING VALVE

PS PRESSURE SWITCH

PSF POUNDS PER SO, FOOT

PS I POUNDS PER SO, !NCH

PSIA POUNDS PER SO, IN. ABSOLUTE

PSIG POUNDS PER SQ. IN. GAGE

PT PRESSURE TRANSMITTER, PRESSURE··TEMPERATURE PORT

PTAC PACKAGED TERMINAL AIR CONDITIONER

PTB POST TENSIONED BEAM

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

R

R

RA

RACP

RAD

RAG

RAR

RA

RCS

RCP

RD

RDF

RE

REBAR

REC'D

RECPT

RECT

REF

REG

RE !NF

REO'D

RET

REV

RF

RFl

RG

RGS

Rl

RM

RMH

RML

RMS

ROFA

RO

RP BP

RPM

RPZ

RPZ BFP

RSA

ROM TS

RTN

IHU

RV

RVR

s s

SA

SAN

SC

s.c.

sec

SCHED

SCH WP

SCH WR

SCHWS

SCND

SCP

SD

s.o.

SDSTSMS

SEC

SECT

SF.NS

S.F.

SG

SGL

SHDWN

SHLD

SHT

SIM

SMACNA

RADIATOR, REFRIGERANT

RETURN AIR

REMOTE ACCESS CONTROL PANEL

RADIUS

RETURN AIR GRILLE

RETURN AIR REGISTER

RUBBER BASE

REINFORCED CONCRETE BEAM

REINFORC:CD CONCP.l:fE PIPE

ROOF DP.A IN

RUBBER RAISED DISK rLOOR

RESIDENT ENGINEER

REINFORCING STEEL BAR

RECEIVED

RECEf'T ACLE

RECT:F !ER

REFERENCE

REGISTER

REINFORCEMENT, REINFORCED

REOUlRED

RETURN

REVISION

RETURN FAN

RADIO FREQUENCY !NTERFERENCE

RETURN GRILLE

RiG!O GALVANIZED STEEL

RAIN LEADER

ROOM

ROOF MOUNTED HOOD

RADAR MICROWAVE LINK

HOOT MEAN SQUARE

RUNWAY OBJECT FREE AREA

REVERSE OSMOSIS

REDUCED PRESSURE BACKFLOW PREVENTER

ROTATIONS PER MINUTE, REVOLUTIONS PER MINUTE

REDUCED PRESSURE ZONE

REDUCED PRESSURE ZONE OACKfLOW PREVENfOR

RUNWAY SAFETY AREA

REQUIREMENTS

RETURN

ROOF TOP UNIT

RELIEF VALVE

RUNWAY VISUAL RANGE

SWBD

Sl/!G

SWGR

SWR

SVIS I

S\'/SR

S.Y.

SYM

SYS

T r

T&B

T&P

Tl

TIC

TB

TC

TD

TH

TEL

TEL CD

TEMP

TERM

TG

THK

THRO

TDC

TOD

TOS

TOWB

TP

TRACO

TRBL

TS

TSP

fASTAT

TT

TTB

TV

TVSS

TW

HI'/

TYP

u

UBC

UC

UC

UGP

UH

U, l, IJNF

IJON

UPC

UPS

UTIL

V

\/ A.

\/.AC

\/AV

\/3

VCT

VD

\IDT

\/ENT

VERT

VEST

VFD

VM

VPF

VTR

SWITCHBOARD

S !DEWALL GR I tLE

S\'I ITCHGEAR

SIDEWALL REGISTER

SINGLE WIDTH SINGLE INLET

SIDE WALL SUPPLY REGISTF.R

SQUARE YARD

SYMMETRICAL

SYSTEM

fRANSDUCER

TOP AND BOTTOM

TEMPERATURE AND PRESSURE

TOP OF

TIME CLOCK

TERMINAL BOX

TRIP COIL, TOTAL COOLING

TIME DELAY, TRENCH DRAIN

TOILET EXHAUST FAN

TELEPHONE

fELEPHONE COMPANY

TEMPERATURE

TERMINAL

TRANSFER GRILLE

THICK, THICKNESS

THREAD

TOP OF CONCRETE

TOP OF DUCT

TOP OF STEEL

ATCT AND A TT ACHED BASE BU I LO ING

TRAP PRIMER, TWISTER PAIR

TERMINAL RADAR APPROACH CONTROL BUILDING

TROUBLE CCNOITlON

TWO SPEED

TOTAL STATIC PRESSURE, TRAP SEAL PRIMER

THERMOSTAT

TEMPERA HIRE TRANSMITTER

TELEPHONE TERMINAL BOARD

TELEVISION, TEMPERING VALVE

TRANSlENT VOLTAGE SURGE SUPPRESSOR (GFMI

TEMPERED WATER

TAXIWAY

TYPICAL

UN:fORM BUILDING CODE

UNDERCUT

UNDERGROUND

UNDERGROUND POWER

UN IT HEATER

UNDERWRI�ER'S LABORATORY

UNFUSED

UNLESS OTHERWISE NOTED

UNIFORM PLUMBING CODE

UN :NTERUPT IBLE POWER SUPPLY

UT:L !TY

VOLT, VOLT AGE

VOLT-AMPERE

VACUUM

VARIABLE AIR VOLUME

VACUUM BREAKER

VINYL COMPOS !TF. TI l E

VOLUME DAMPER - MANUAL

VIDEO DISPLAY TERMINAL

VENTILATION

VERTICAL

VESTIBULE

VARIABLE FREQUENCY DRIVE

VOLT METER

VESTIBLE PRESSURIZATION FAN

VENT THROUGH ROOF

11/SW

WT

Ii/TR

11/WF

X

X

XOCR

x::MR

XFR

XMTfl y y Y-z z

\//ASHDOWN SUPPLY WATER

WATER TANK, \//EIGHT

'/IA TER

WELDED WIRE FABRIC

AUXILIARY RELAY

TRANSDUCER

TRANSFORMER

TRANSFER

TRANSMITTER

WYE

WYE DELTA

IMPEDANCE

REV

APPROVED

DATE

L

F

I

I-

E

I

II

I

C

DESCRIPTION JCN

REDLINE IAPVD, EDATE

DEPARTMENT OF TRANSPORTATION

z

FEDERAL AVIATION ADMINISTRATION Q

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA �

MELBOURNE

RVR

RUNWAY 09R

GENERAL ABBREVIATIONS

SHEET 2 OF 2

MELBOURNE INTL AIRPORT

APPROVED BY

FL

F'

I I

E

D

C

B

·5 u

:s A Q_

N

N

GENERAL NOTES

1, PRIOR TO INITIATING CONSTRUCTION, THE CONTRACTOR SHALL FIELD INSPECT

CURRENT CONDITIONS AND DETERMINE IF CONDITIONS THAT ARE NOT REFLECTED ON

THESE PLANS EXIST, THE CONTRACTOR SHALL NOTIFY THE RE IN WRITING OF THE

RESULTS OF THE INSPECTION, IF THERE ARE PROBLEM AREAS, THE RE SHALL

DIRECT THE CONTRACTOR ON HOW TO PROCEED WITH WORK IN THE PROBLEM AREAS,

THE CONTRACTOR SHALL NOT INITIATE WORK, ORDER MATERIALS OR FABRICATE IN

AREAS WHERE THERE ARE IDENTIFIED PROBLEMS UNLESS APPROVED IN WRITING BY

THE RE.

2, THE CONTRACTOR SHALL FJELD VERIFY ALL EXISTING UTILITIES WITH COUNTY AND

LOCAL UTILITY COMPANIES PRIOR TO BEGINNING OF DEMOLITION WORK, ANY

UTILITY THAT IS TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION,

3, THE EXISTING FEATURES SHOWN ARE BASED ON THE BEST AVAILABLE AS-BUILT

DRAWINGS, ALL UTILITIES MAY NOT BE SHOWN ON DRAWINGS,

4. THE CONTRACTOR SHALL COORDINATE SEWER AND WATER SHUT OFFS AND UTILITY

TERMINATION WITH LOCAL AUTHORITIES,

5. THE CONTRACTOR SHALL FIELD VERIFY THE ROUTE OF FIBER AND CABLE FROM THE

TOWER TO THE AIRPORT VAULT. EXISTING FIBER AND CABLES SHALL BE

CAREFULLY REMOVED AND DISPOSED OF PROPERLY OFFS!TE. EXISTING CONDUIT

SHALL NOT BE DAMAGED DURING THE REMOVAL OF CABLES. COORDINATE AND VERIFY

NEW CABLE INSTALLATION WITH RE PRIOR TO REMOVAL OF EXISTING CABLE.

6, DURING PERIODS WHEN CONSTRUCTION EQUIPMENT AND VEHICLES ARE WORKING

ADJACENT TO AND/OR ARE CROSSING ROADWAYS, THE CONTRACTOR SHALL HAVE

EQUIPMENT ON-SITE IN ORDER TO CLEAN SUCH PAVEMENTS. THE CLEANING

MEASURES SHALL BE APPROVED BY THE RE.

7. OPEN EXCAVATIONS AND TRENCHES WITHIN AN ACTIVE RSA AND/OR TSA ARE NOT

ALLOWED. ALL OPEN EXCAVATIONS AND TRENCHES OUTSIDE THE RSA AND/OR TSA

SHALL BE CONTINUOUSLY BARRICADED, MARKED AND LIGHTED TO THE SATISFACTION

OF THE AIRPORT.

a.

9.

CONSTRUCTION SITE ACCESS AND HAUL ROADS: ACCESS TO THE JOB SITE SHALL BE

VIA SPECIFIC ROUTE ESTABLISHED AT THE PRE-CONSTRUCTION MEETING, ACCESS

AND HAUL ROUTES MAY CHANGE DURING CONSTRUCTION AS DIRECTED BY THE RE.

THE CONTRACTOR SHALL LOCK GATE AFTER EACH INGRESS/EGRESS, THE

CONTRACTOR SHALL REPAIR ANY DAMAGE TO ROADS, RESULTING FROM EXECUTING

THIS CONTRACT, AT NO ADDITIONAL COST TO THE GOVERNMENT, ALL CONTRACTOR

VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE LIMITS OF CONSTRUCTION

AREA, STAGING AREA, OR HAUL ROUTES,

STAGING AREA - THE CONTRACTOR'S STAGING AREA WILL BE SPECIFIED AT THE

PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY

REQUIRED UTILITIES. THE CONTRACTOR SHALL PROVIDE SECURITY FENCE AROUND

STAGING AREAS. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL

RESTORE THE STAGING AREA: INCLUDING THE REPAIR OF EXISTING FACILITIES,

REMOVAL OF UTILITIES, RE-GRADING, TOP SOILING, AND RE-SEEDING COMPLETE

TO THE SATISFACTION OF THE RE.

10, CONTRACTOR TO ENSURE THAT ALL TRAFFIC OVER EXISTING OR CONSTRUCTED

IMPROVED ROADWAYS ARE WITHIN THE DESIGN WEIGHT RANGE OF ROADS AND IS

RESPONSIBLE FOR REPAIRS OF ANY DAMAGE OR DETERIORATION TO ROADS.

11, THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION-GENERATED SOLID WASTES,

INCLUDING THOSE THAT CONSIST OF ASBESTOS, LEAD, PCB'S, CFC'S OR OTHER

HAZARDOUS CONSTITUENTS, WASTES, SUBSTANCES, OR MATERIALS, THAT CONTAIN

REGULATED LEVELS, ARE MANAGED TO AVOID CONTAMINATION OF ENVIRONMENTAL

MEDIA AND HANDLED AND DISPOSED OF CONSISTENT WITH ALL APPLICABLE

REGULATIONS AND AT AN ENVIRONMENTALLY APPROVED WASTE SITE,

DEMOLITION AND REMOVAL NOTES

1. THE REMOVAL OF ALL FACILITIES SHALL BE PERFORMED BY THE CONTRACTOR

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL AREAS WHERE LANDSCAPING

HAS BEEN REMOVED SHALL BE RE-STABILIZED AND SODDED IN ACCORDANCE WITH

NOTES AND SPECIFICATIONS,

2, ALL LANDSCAPING (TREES, SHRUBS AND GROUND COVER) THAT ARE NOT IDENTIFIED

TO BE REMOVED SHALL BE PROTECTED IN ACCORDANCE WITH DRAWINGS AND

SPECIFICATIONS. PROTECT THE LANDSCAPING IN THE AREA TO THE EXTENT

FEASIBLE, NO LANDSCAPING REMOVAL SHALL BE DONE WITHOUT APPROVAL OF THE

RE.

3. SAW CUT EXISTING PAVEMENT TO BE REMOVED TO PROVIDE CLEAN EDGE, AND

REPAIR AREAS OF BROKEN PAVEMENT ACCORDINGLY. PAVEMENT REMOVED TO BE

HAULED TO A LICENSED RECYCLER, UNLESS OTHERWISE APPROVED BY THE RE.

4. SAW CUT CONCRETE CURB TO BE REMOVED AT FIRST CONTROL JOINT BEYOND EXTENT

OF REMOVAL SHOWN ON PLAN.

SECURITY & SAFETY NOTES

1. PAVEMENT CLOSURES - NO ROADWAY WILL BE CLOSED WITHOUT APPROVAL OF THE

RE, WRITTEN REQUESTS FOR CLOSURES ARE TO BE SUBMITTED TO THE RE A

MINIMUM OF 3 BUSINESS DAYS PRlOR TO CLOSURE.

2, CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND CONSTRUCTION TRAFFIC

ARE REQUIRED TO STAY WITHIN THE LIMITS OF CONSTRUCTION WHILE ON THE

CONSTRUCTION SITE. THESE LIMITS ARE STRICTLY ENFORCED, LIMITS SHALL BE

DEFINED AT THE PRE-CONSTRUCTION MEETING ANO MAY CHANGE DURING

CONSTRUCTION AS DIRECTED BY THE RE. TRAFFIC ASSOCIATED WITH

CONSTRUCTION IS TO USE ONLY AREAS SHOWN FOR CONSTRUCTION USE.

3, THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON

THE SITE.

4. CONTRACTOR'S SECURITY CLEARANCE: THE CONTRACTOR'S EMPLOYEES SHALL COMPLY

WITH ALL SECURITY CLEARANCE REQUIREMENTS OF THE CONSTRUCTION CONTRACT

AND WITH LOCAL AUTHORITIES .

PROTECTION OF REMAINING ITEMS DURING DEMOLITION

1. PROTECT ALL ITEMS DESIGNATED TO REMAIN FROM DISTURBANCES OR DAMAGE

DURING DEMOLITION,

2, EXISTING FENCING SHALL BE PROTECTED DURING DEMOLITION.

3, THE CONTRACTOR SHALL PROTECT ANY PAVEMENT, SIDEWALK, CURB AND GUTTER,

UTILITY STRUCTURES THAT ARE TO REMAIN. THE RE AND CONTRACTOR SHALL FIELD

VERIFY ALL ITEMS THAT ARE TO BE PROTECTED PRIOR TO EACH PHASE OF

DEMOLITION. ANY DAMAGE SHALL BE REPAIRED TO AN EQUAL OR BETTER CONDITION

THAN THE ORIGINAL TO THE SATISFACTION OF THE RE AND AT THE CONTRACTOR'S

OWN EXPENSES.

EROSION CONTROL NOTES

1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE MOST

RECENT STATE SEDIMENT AND STORMWATER MANAGEMENT REQUIREMENTS.

2, THE CONTRACTOR SHALL OBTAIN A NPDES STORM WATER PERMIT AS REQUIRED BY

THE STATE,

3, THE RE MAY DIRECT THE CONTRACTOR TO ADD NEW MEASURES TO CONTROL EROSION

AND SEDIMENT TRANSPORT AT ANY TIME DUR!NG THE PROJECT.

4, THE CONTRACTOR SHALL LIMIT CLEARING AND LAND DISTURBANCE TO THE M!NiMUM

NECESSARY FOR EXECUTING THE WORK INDICATED IN THE CONSTRUCTION

DOCUMENTS, PROMPTLY RE-STABILIZE, DISTURBED AREAS IN ACCORDANCE WITH

THE NPDES PERMIT.

5. CONSTRUCT ALL PERIMETER SEDIMENT CONTROL MEASURES TO INCLUDE BUT NOT

LIMITED TO, SILT FENCE, INLET PROTECTION AND STABILIZE CONSTRUCTION

ENTRANCE IN ACCORDANCE WITH THE NPDES PERMIT PRIOR TO ANY DISTURBANCE,

6, ALL DISTURBED AREAS ARE TO BE PERMANENTLY VEGETATIVELY STABILIZED UNLESS

THEY ARE INDICATED TO BE AN IMPERVIOUS SURFACE, IN ACCORDANCE WITH THE

NPDES PERM! T.

7. AREAS OF STOCKPILED MATERIALS WITHIN THE CONSTRUCTION AREA ARE TO BE

TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT OR EROSION RESULTING

FROM WIND OR RAINFALL, THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE

CLEANUP OF ANY DEBRIS THAT FALLS ON PARKING LOT AND ROADWAY PAVEMENT.

CONTRACTOR IS TO SWEEP ON A DAILY BASIS, ALL ROADWAYS THAT ARE ALONG THE

CONTRACTOR'S HAUL ROUTES AND IMMEDIATELY CLEANUP MUD OR DEBRIS THAT

FALLS ON ANY PAVEMENT OUTSIDE OF THE CONTRACTOR'S LIMITS OF

CONSTRUCTION.

8, SPREAD WHEAT STRAW ON DISTURBED AREAS DAILY FOR EROSION CONTROL.

9, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONLY WHEN

AUTHORIZED BY THE RE,

SURVEY CONTROL NOTES

1, THE CONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS UNLESS OTHERWISE

NOTED ON THE DRAWINGS, ANY MONUMENTS THAT ARE DAMAGED OR DISTURBED SHALL

BE RESET BY A PROFESSIONAL SURVEYOR LICENSED !N THE STATE AT NO

ADDITIONAL COST TO THE GOVERNMENT.

CONTACT LIST

SYSTEM SUPPORT CENTER, SSC

MANAGER - JIM PARRISH

321-723-5452

DIRECTOR OF OPERATIONS AND

MAINTENANCE - CLIFF GRAHAM

321-723-6227

COORDINATOR - THOMAS WILHELM

321-723-5451

ATCT Mil.NAGER - JOHN ROBERTS 321-723-1311

CALL BEFORE YOU DIG

FLORIDA

1 �800-638-4097

GENERAL GRADING NOTES

1. THE EXISTING DRAINAGE STRUCTURE SHALL BE MAINTAINED FOR FINAL GRADING.

EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING DEMOLITION AND

RE-VEGETATION.

2, CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE

TO DRAINAGE STRUCTURES AND DITCHES, NATURAL FLOW OF SURROUNDING WATERS

SHALL NOT BE DISTURBED DURING CONSTRUCTION.

3, THE CONTRACTOR SHALL PROPERLY DISPLAY THE LAND DISTURBANCE PERMIT ON THE

SITE AT ALL TIME DURING CONSTRUCTION.

4. CONTRACTOR SHALL INCORPORATE BEST MANAGEMENT PRACTICE PRIOR TO ANY

DEMOLITION WORK. ANY DAMAGE TO THE NATURAL RESOURCES SHALL BE RESTORED

BACK TO ITS ORIGINAL STATE AT THE CONTRACTOR'S EXPENSE.

5, TOPSOIL SHALL BE STRIPPED AND STOCKPILED AS APPROVED BY THE RE WITHIN

THE ENTIRE LIMITS OF THE GRADING AREA OF THE PROJECT. TOPSOIL, WHEN

STORED, SHALL BE KEPT SEPARATE FROM OTHER EXCAVATED MATERIALS, TOPSOIL

IN EXCESS OF THAT REQUIRED FOR PREPARATION OR REPAIR OF NEW OR EXISTING

LAWN AREAS, SHALL BE DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

6. EXCAVATED MATERIALS THAT MEET THE REQUIREMENT FOR EARTH FILL MAY BE USED

FOR BACKFILL, ALL UNSUITABLE EXCAVATED MATERIALS SHALL BE DISPOSED OF

OFFSITE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

1, WHEN EXCAVATIONS HAVE REACHED THE REQUIRED DEPTHS, THE EXCAVATED

SURFACES SHALL BE INSPECTED AND APPROVED BY THE RE BEFORE PROCEEDING

WITH FURTHER CONSTRUCTION IN THE EXCAVATED AREA.

8. ALL FILLED AREAS SHALL BE COMPACTED TO 95% PROCTOR,

9. THE CONTRACTOR SHALL FINE GRADE THE AREA TO PREVENT PONDING ON THE SITE.

THE RE SHALL INSPECT AND APPROVE THESE AREAS PRIOR TO FINAL GRADING,

TOPSOILING AND STABILIZATION.

10, THE CONTRACTOR SHALL ESTABLISH THE HIGH SPOT AS INDICATED ON DRAWINGS.

THE FINAL DRAINAGE PATTERNS SHALL NOT DIFFER FROM THE EXISTING PATTERNS,

THE MAJORITY OF THE DRAINAGE WILL FLOW TO THE NATURAL PATTERNS,

11. THE CONTRACTOR SHALL GRADE THE AREA TO SHEET FLOW IN ALL DIRECTIONS.

12. THE FINAL GRADE SHALL BE ESTABLISHED TO ALLOW EXISTING TREES TO REMAIN.

ANY DAMAGE TO THIS SLOPE TO BE REPAIR IMMEDIATELY,

13. BACKFILL AND FINAL GRADING SHALL BE SUFFICIENT TO ALLOW FOR SETTLEMENT

OF FILL AND STILL PROVIDE POSITIVE DRAINAGE AWAY FROM THE HIGH POINT

AREA.

14, NO SLOPE SHALL BE STEEPER THAN 4H : 1V UNLESS AUTHORIZED BY THE RE.

I-

C

F

E

C

C

REV APPROVED

DATE DESCRIPTION JCN REDLINE APVD E DATE

(UJ[Rl �

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION g ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA g 1--������������R-V-R������������--1 �

RUNWAY 09R §

GENERAL NOTES �

MELBOURNE MELBOURNE INTL AIRPORT FL

REVIEWED BY

PROJECT ENGINEER MGR: ENGINEERING - CENTER A

DESIGNED ISSUED BY DATE IJCN

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S001 S002 NOT TO SCALE

C

C

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD E

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION g

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA g 1---------------------------------l �

ALS�

RVR

RUNWAY 09R

PC-BASED RVR SYSTEM TOUCHDOWN

VS AND SIE FOUNDATION DETAILS 1

MELBOURNE MELBOURNE INTL AIRPORT

REVIEWED BY SUBMITTED BY

PROJECT ENGINEER

APPROVED BY

/ ' !,t ;.,d__,\__rd.r,,.-..�>·�; �' .,){Lt�·\-----' --

MGR: EN !NEERING - CENTER A

DESIGNED JW ISSUED BY DATE 12/l1/2015 JCN

1---;--+.D""R""Aw"'N---�'-"-; ENGINEERING SERVICES DRAWING NOTJS

CHECKED

NAVAIDS MLB-D-RVR09-S001

OF

FL

700505

REV

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I ·-·3/4" 10-UNC

G' l -; I

I

F• i lI

E

D

GALVANIZED FLAT WASHER--..

1/8")( 13/16"x 1-7/16"

PER ASTM F436

POLE BASE

NUT PER STM

A563 GRADE DH

PLATE

\ i fZ'l/d:;;ZJ i vZl .---GALVANIZED FLAT WASHER 1/8"x 13/16"x 1·7/16" 3/4" 10-UNC

THREAD W/

NUT & WASHER

(0 l[) l[)

I

<1 ·�

PER ASTM F436

'\oO O O ClnOQ 0 � oOi:r-ooO n r-.. _ r, ... _ ,...-..

� SE[ "A2"ANCHOR BOLT

<1 FOR EMBEDMENT DIMENSIONS

FINISHED GRADE

FLUSH WITH

FOUNDATION

"·---------4-'-----'

NUT AND WASHER

(TO PROVIDE

RESTRAINT ON

THE TILTING DEVICE

- 2" PROJ

(1 3/4" THRO,

8 UNCl

,,.--TOP OF REINF

--.--�--¥"--.,--,.,.�...L- CONC FDN

GENERAL NOTES STRUCTURAL

1. SOIL SHALL HAVE A MINIMUM BEARING CAPACITY OF 3000 PSF. SOIL

INVESTIGATION SHALL BE CONDUCTED AT SITE PRIOR TO CONSTRUCTlON.

ALL CONCRETE SHALL BE PLACED ON UNDISTURBED SOIL.

2. FOUNDATIONS SHALL BE FORMED TO FULL DEPTH BELOW FINISH GRADE,

3. ALL PLATES, ANCHOR BOLTS, NUTS AND WASHERS SHALi. BE HOT DIPPED

GALVANIZED.

FOUNDATION AREA MAY REQUIRE CUT OR FILL OPERATIONS TO MEET RVR

POLE liElGHT REQUIREMENTS, FILL SHALL BE PLACED :N LAYERS NOT TO

EXCEED 6 INCHES AND EACH LAYER SHALL BE THOROUGHLY COMPACTED

TO 95% 0� MAXIMUM DENSITY AND OF OPTIMUM MOISTURE CONTENT IN

ACCORDANCE WITH AASHTO-T99. IF FILL MATERIAL IS REQUIRED WITHIN

RWY SAFETY AREA, WCRK MUST COMPLY WITH FAA AC 150/5300-13.

5. TOP OF 3/4 ° PVC CONDUIT SHOULD NOT EXTEND MORE THAN ONE INCH

ABOVE CONCRETE SURFACE, EXTEND UNDERGROUND END OF CONDUIT A

MINlMUM OF 3• BEYOND CONCRETE FOUNDATION,

6. 2 u RIGID CONDUIT MUST BE LOCATED AS SHOWN TO LINE UP WITH THE

2 1/2" HOLE IN THE PLATE ASSEMBLY.

7. lOfAL UNDERGROUND VS CABLE RUN SHALL NOT EXCEED 6'-6 u .

8. CONCRETE REINFORCEMENT MAY BE SHIFTED TO ALLOW FOR PLACEMENT

OF ANCHOR BOLTS, INSERTS AND CONDUITS.

9, INSTALL BRASS PLATE ON SURFACE OF EACH RVR FOUNDATION WITH

THE FOLLOWING INFORMATION STAMPED INTO IT, ISEE DETAIL 0 8-B u l

A, ARROW POINTING fOWARD TRUE NORTH.

8, ELEVAllON I IN FEET AMSLJ OF VS STRUCTURE FOUNDATION.

C, ELEVATION I IN FEET AMSLJ OF RUNWAY CENTERLINE PERPENDICULAR

TO VS STRUCTURE.

10. BASIC REQUIREMENTS FOR TOUCHDOWN, VS INSTALLAl.lONS ARE AS FOLLOWS:

A. HEIGHT FROM CENTERLINE OF TRANSMITTER/RECEIVER IS 14 FEET, +/- 4'

ABOVE ELEVATION OF RUNWAY CENTERLINE PERPENDICULAR TO STRUCTURE.

9, TOP OF LIR POLE TO CENTERLINE OF TRANSMITTER/RECEIVER !S APPROX.

1 FEET 6 l NCHES, C. SEE DRAWING C002 FOR TOP OF FOUNDATION ELEVATIONS.

I

1 \t 1 1 > I

718" DIA HOLE • I>

�---TOP OF FOUNDATION

SCHEDULE 40

RGSC CONDUIT

..,___..., _L 1/ 2" MAX

,. • $> • - ��I ..

. [> . f> . t:,. . {}• • i

----314" DIA

J- BOLT

1 3/8"1

1-.,�.1�7�6��C��T�E(N6N_

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COUPLING-�

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N

4" MIN

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t '

0 N 0

Q_J;: TA.IL

TACK WELD

2 PLACES ./

3"

(MAT'L ASTM-A-36)

,�8 STEEL

/ BAR )( 6"

1" DIA HOLE

FOR "8 BAR

@ANCHOR PLATE

NOT TO SCALE

_ POWER AND CONTROL/COMM

{A-A\ COUPLING_ DETAIL

soo�1�001 NOT TO SCALE

TOP OF FOUNDATION

b q b q ffi EQUIPMENT

�� NOT TO SCALE

A -b

STAND

,,-,- 2" RIGID

q b

GALVANIZED STEEL PIPE.

EMBED INTO FOUNDATION

ONE THIRD OF RACK

HEIGHT (2' MAX)

DETAIL

11. DISTANCE FROM CENTER OF L!R POLE TO SIE BOX LEG IS DETERMINED BY

HEIGHT OF VS AND SlE BOX ABOVE GRADE, VERTICAL CABLE RUN BELOW GRADE

ANO A 1 FOOT MINIMUM CABLE SLACK, APPROXIMATELY 2.6 FEET OF THE 37

FOOT VS CABLE WlLL RUN THRU THE VS FORK ASSEMBLY.

12, SEE DRAWING C002 FOR LOCATION AND ORIENTATION RESTRICTIONS.

13. ORIENT MG-20 MOUNTING STAND TILT AXIS TO LOWER RVR POLE IN A

TRUE EAST DIRECTION. ALS SIE MUST FACE TRUE NORTH.

14. ORIENT DUAL LIGHT AXIS OF OBSTRUCTION LIGHTS PERPENDICULAR TO RUNWAY

CENTERLINE. PHOTOELECTRIC CONTROL SWITCH MUST FACE IN A NORTHERLY

DIRECTION. OTHER APPROVED CONTROL DEVICES MAY BE USED,

15. ALL PVC FOR EXTERNAL USES SHALL BE UV RESISTANT UNLESS OTHERWISE

NOTED,

16. ALL RVR MATERIALS AND EQUIPMENTS INDICATED "BY OTHERS" WILL BE

PROVIDED BY OTHERS .

17. ALL METAL PARTS, CONDUITS, EQUIPMENT AND JUNCTION BOXES SHALL BE

GROUNDED IN ACCORDANCE WITH FAA-STD-019E,

18. ALL CHANNELS, CLAMPS AND MOUNTING HARDWARE SHALL BE STAINLESS

STEEL.

19, INSTALL ANCHOR BOLTS WHEN SIE BOX

SUPPORTS HAVE BEEN ACCURATELY LOCATED,

20, COAT FLOOR FLANGE SURFACE RESTING ON CONCRETE WITH AN ASPHALTIC

COMPOUND FOR METAL PROTECTION,

21. EXTEND ALL METALLIC CONDUIT 5 FEET BEYOND COUNTERPOISE FOR D.E.B. CABLE,

22, INSTALL METALLIC INSULATED BUSHINGS ON GRSC IF CABLE RUN IS D.E.B ..

I-

C

F

E

C

C

!REV APPROVED

DATE DESCRIPTION JCN 1,

REDLINE

DATE APvo· E

DEPARTMENT OF TRANSPORTATION

z

FEDERAL AVIATION ADMINISTRATION Q

lATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA i

RVR

RUNWAY 09R

Ill z u

, PC-BASED RVR SYSTEM TOUCHDOWN

�s. s1E AND ALS FOUNDATION DETAILS 2 oF 2 I

L MELBOURNE MELBOURNE !NTL AIRPORT FL

! REVIEWED SY SUBMIT:E

D 8

APPROVED BY

/ �- , ____. ; \ . "',l > >

.,2::.� / �7· 7 _,,.,.. ,-- •, .,../ .,- ,· �, / ,, '\/ �vi ,-·· ,' /,./ ,__- !,/(.,.._r;_, .,,.;f./" -t ' ./,,:,,t,;J¢1.,-- ...

PROJECT ENGINEER MGR: EMGINEERING - CENTER A

DESIGNED

JI'/

ISSUED BY DATE

12/l1/2015

JCN

lW [Pa � !----+---+-D-RA-WN---�- ENGINEERING SERVICES DRAWING NO '

CHECKED

TJS NAVAIDS MLB-D-RVR09-S002

700505

REV

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UNIT � �

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. r �--��q-·-�;

MAINTENANCE STANO

SEE DETAIL 2

MG-20 L!R POLE

IN TILTED-DOWN

POSITION

CRUSHED STONE SEE

CIVIL DRAWING C002

--'--+-.I'+ G • � b r--._...____ SIE BOX,•.

Q

; 81++� ---+--- WINCH MOUNT

,,: �·- Q. LcoNCRE TE

FOUNDATION

POLE rv1P.JNTENANCE

NOT TO SCALE

VS RECEIVER VS TRANSMITTER

�1.c.l 6�(F

ACING TRUE

I I

NORTH ONL Yl

,, ,1

FORK ASSEMBLY J<�R�:'

VS (LIRl POLE (GFtvD (6 1/4" ODl, I I

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Is, I t

FINISH

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�l/����trruNE ---�....i,:��: .. .,.-;,-;11--------Jlrl --:,7:!,, "'"',,,.

..L

ELEV AT ION

'.J � FOR FOUNDATION

SEE DWG S001

UR POLE AND SIE BOX SUPPORT

3 ELEVATION VIEW

�03 (LOOKING EAST) NOT TO SCALE

TOP OF PIPE TO

\ BE SET LEVEL _L

8'X 12' X 36'CONCRETE PA

I t POLE IN LOWERED

I POSITION

I ' I' I'

20·

3'SCHEOULE 80,qf/J'PVC ELBOW

!2 PLACES)

,,.._ __ _,__ I � 3' SCHEDULE 80, PVC 'TEES'

(2 PLACES)

- 3' SCHEDULE 80, PVC PIPE

(2 PLACES)

GRADE

FRONT ELEVATION

�I "---(4) "3's

SIDE ELEVATION

2 POLE MAINTENANCE STAND DETAIL

�003 NOT TO SCALE

RECEIVER

� '---- NOTE:

NOTES

1. CONTRACTOR SHALL SURVEY TOP HEIGHT OF RVR FOUNDATION

AND RUNWAY CENTERLINE AT A POINT AT WHICH THE RVR IS

PERPENDICULAR TO THE RUNWAY CENTERLINE, THEN DETERMINE

HEIGHT OF TRANSMITTER/RECEIVER. SEE NOTE 10, S002,

2, CARE SHALL BE EXERCISED WHILE SERVICING THE LOWERED POLE TO

PREVENT DAMAGE TO THE LOW IMPACT RESISTANT FIBERGLASS POLE.

3. ONE MAINTENANCE STAND SHALL BE PROVIDED FOR EACH POLE,

4. ONE WINCH MOUNTED TILT DEVICE SHALL BE PROVIDED TO SERVICE ALL

RVR POLES AT DESIGNATED SITES, TILT DEVICE !S TO BE PROCURED

FROM SUPPLIER OF POLE AS REQUIRED.

VISIBILITY SENSOR RECEIVER MUST FACE IN A NORTHERLY

DIRECTION. ROT ATE VISIBILITY SENSOR ASSEMBLY TO TRUE

NORTH OR TO WITHIN PLUS/MINUS 10 DEGREES OF TRUE NORTH.

VISIBILITY

1 c::J�1

===::::::::.- ALIGNMENT PIN

__J � ""' SEE NOTE

SENSOR

T ARM d :"!f"

-'--_ _;;;- LINE UP PIN WITH SLOT.

POLE CAP _ _,...�'--�-' M6X16 SS SOCKET

HEAD CAP SCREWS

"''"'""""'"""'":m,,mmm,rn,,:,,.u::11 =etQJ =:: [ I

I REV

APPROVED

DATE

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

REDLINE

DATE

APVD

STAINLESS

BAND STRAP

� LIR POLE

CONTRACTOR PROVIDED ATO • TECHNICAL OPERATIONS EASTERN SERVICE AREA

VAISALA PC-BASED

LLi_ SENSORS TO POLE

�- NOT TO SCALE

RVR VISIBILITY

MOUNTING

RVR

RUNWAY 09R

PC-BASED RVR SYSTEM TOUCHDOWN

LIR POLE MISCELLANOUS DETAILS

MELBOURNE MELBOURNE INTL AIRPORT

APPROVED BY

PROJECT ENGINEER MGR, ENGINEERING - CENTER A

DESIGNED

FL

F

E

C

C

E z z

.s 0 • en

E E 0 �

.0

I b

SEE FIGURE NO

4\_ ' (11l 5/8" BOLTS I

FILL HOLE WITH

RTV118 SILICONE

ADH COR EQUAL)

(4 PLACES)

�---SAND INSIDE SURF ACE

OF NECESSARY)

TO FIT TUBE CAP

CUT (4) SLOTS-90° APART

(ORIENTATION OF SLOTS

TO MOUNTING ST AND NOT

IMPORTANT)

0.035" ,-.;-------+-+- 0. 0 5 0"

-� 1 ---rl-3/32" DIA I

I I I I

:c�

FIGURE 4

..---LIR POLE

(FOR INSTALLATION OF TUBE CAP)

(/-�-#-. FIELD CUT SLOTS AND HOLES DETAIL

\�0.··.Q4 .NOT TO SCALE

���� ....... � ....... �--=--s...� ............ �-=

.,,,- .... "�- ST AND PLATE

PIVOT

LIR POLE------�

ROUGHEN ID---�

ROUGHEN OD

LIFTING BAR

STAND PLATE

...D/ .J2i () /

G

NOTE:

MG-20 POLE MAY BE R�SED AND

LOWERED BY HAND. (POLE ABOVE

12 FT MAY REQUIRE USE OF TILT

DEVICE WITH LIFTING BAR AFTER

USE, DISCONNECT LIFTING BAR

AND STORE)

FIGURE 1

�ANCHOR BOLTS 1 MG-20 POLE

r CENTERLINE OF TAPPED

(FOR 1/2" FLEX CONDUIT

FOR WIRING)

,, I

,-----5/8"-11

(2) BOLTS

I

NOT TO SCALE

HOLES

FITTING

Cl

AND STAND

FIGURE 2

<GOVERNMENT FURNISHED)

I ", _/

I

6" ID+/- .005"

.000"

MOUN TIN�

FRAME- '

�- ANCHOR BOLT 2 20 FT POLE DETAIL

{ 1/16" +/-1/32" -r-

1 / 4 " -� f..,--

I - I

5.980" +.000" -.010"

6061-T6 ALUMINUM TUBING

(GOVERNMENT FURNISHED)

lO

3 MG-20 . .

I

FIGURE 3

<GFMl

MOUNTING

S004 NOT TO SCALE

3 1/2" DIA HOLE

<SEE NOTE 5)----.,_

3 1/ 2"

7"

STAND

11/16" DIA

(4) HOLES

1/2"-14 NPT . - . - . - (9- - . - �

23/32" TAP

(2) HOLES ----..,.

U)

- - �, - -\ffi;- - - - - ' 'I' I

, I - ' ' . -1· - .

.... I..., I

I

I

2" 2"

5"

10"+/-1/8"

0�

S004

DETAIL

5"

---e---

NOT TO SCALE

U) -----

ANODIZED ALUMINUM (6061-T6)

(GOVERNMENT FURNISHED)

STAND PLATE DETAIL

CAUTION: 1. BONDING INVOLVES USE OF CHEMICALS. FOLLOW MANUFACTURER'S PRECAUTIONS.

CAUTION: 2. BOND STRENGTH IS SENSITIVE TO SURFACE PREPARATION

TEMPERATURE AND CURE TIME. INCREASE TEMPERATURE CAN

REDUCE CURE TIME. FOLLOW MANUFACTURER'S RECOMMENDATIONS.

INFO: FUSOR 304 - MANUFACTURED BY: LORD CORPORATION, ERIE, PENNSYLVANIA

TEL: (814) 868-3611

CAUTION: 3. 6 IN. 1.0. <LIRl POLES: HANDLE WITH CARE.

MATERIAL: UR POLE: FILAMENT WOUND GLASS REINFORCED PLASTIC.

NOTES

1. L!R STRUCTURE SHALL BE ACCURATELY CUT, BONDED, AND PROPERLY

CURED IN A SUITABLE WORK AREA ACCORDING TO THE ABOVE INSTRUCTIONS.

2. BASE OF LIR STRUCTURE SHALL BE GROUNDED ELECTRICALLY IN FIELD.

3. LIR STRUCTURE SHALL BE MAINTAINED PER MANUFACTURER'S INSTRUCTION

BOOK <Tl-6850.77).

4. CONTRACTOR SHALL PROVIDE BONDING GLUE SPECIFIED BY POLE MANUFACTURER

UNLESS OTHERWISE NOTED.

5. DRILL A 3 1 /2" DIAMETER HOLE IN CENTER OF STAND PLATE.