01A Revised Drawings.pdf

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ENGINEERING SERVICES

INFRASTRUCTURE

DME

RUNWAY 17R

ABBREVIATIONS, CALLOUTS AND SYMBOLS

TXVALLEY INTERNATIONAL AIRPORTHARLINGEN

TIW

MS

PROJECT ENGINEER MGR: ENGINEERING - FORT WORTH

06/18/2021 1702622

HRL-D-DME17R-G004

h rl -d m e r-g .d g n

THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

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F

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8 7 6 5 4 3 2 1

12345678

REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

REDLINE

APVD

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IS

U

DEGREE FAHRENHEIT

FOUNDATION

FOOT/FEET

FOOTING

GALVANIZED

GENERATOR

GROUND FAULT CIRCUIT INTERRUPTER

GROUND

HORIZONTAL

HORSE POWER

HOUR

HEIGHT

HERTZ

INSIDE DIAMETER

INCHES

JUNCTION BOX

KIP

KILOVOLT AMPERES

KILOWATTS

AC

ACU

AFF

AISC

AMP

APA

ASPH

AWG

AWS

BLDG

BTU

cfm

CRKT

CLG

CLR

CONC.

CONTR

CO

COR

DEG

DIA

DWG

CONTRACTING OFFICER'S REPRESENTATIVE

EA

EF

EG

ELEC

ELEV

EW

FAA

FDN

FT

FTG

GALV

GEN

GFM

GFI

GND

HORIZ

HP

HR

HGT

Hz

ID

IN

J-BOX

K

KVA

KW

I

J

MATERIAL

MAXIMUM

THOUSAND CIRCULAR MILS

MANUFACTURING

MINIMUM

MILES PER HOUR

MOUNTED

NEUTRAL

NOT APPLICABLE

NATIONAL ELECTRIC CODE

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NUMBER

NOMINAL

ON CENTER

OUTSIDE DIAMETER

PHASE

PANEL

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

RADIUS

REFERENCE

REINFORCING

REQUIRED

RIGHT HAND

REMOTE MAINTENANCE MONITORING

REVOLUTIONS PER MINUTE

SCHEDULE

SECTION

SIMILAR

SOLID NEUTRAL

SPECIFICATION

SQUARE

STANDARD

STRUCTURAL

DME DISTANCE MEASURING EQUIPMENT

EMT ELECTRICAL METALLIC TUBING

GRSC GALVANIZED RIGID STEEL CONDUIT

MAT'L

Max

MCM

MFG

Min

MPH

MTD

N

N/A

NEC

NEMA

NO

NOM

OC

OD

PH

PNL

PR

PSF

psi

PVC

RAD

REF

REINF

REQ'D

RH

RMM

RPM

SCHED

SEC

SIM

S/N

SPEC

SQ

STD

STRUCT

TELEPHONE COMPANY

UNIT HEATER

VINYL BASE

VINYL COMPOSITION TILE

VERTICAL

VERY HIGH FREQUENCY OMNIDIRECTIONAL

WATT

WEIGHT

WELDED WIRE FABRIC

TRANSFORMER

TELCO

UH

VB

VCT

VERT

VOR

W

WGT

WWF

X-FRMR

T

W

X

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

EES EARTH ELECTRODE SYSTEM

FRP FIBROUSGLASS REINFORCED PLASTIC

HPS HIGH PRESSURE SODIUM

KO KNOCKOUTS

RE

REBAR

RESIDENT ENGINEER

REINFORCING STEEL

RWY

R/W

RUNWAY

SCH SCHEDULE

SH SHEET, SHIELDED

UBC UNIFORM BUILDING CODE

W/ WITH

SCHEDULE ITEM

DETAIL REFERENCE

SECTION REFERENCE

CONCRETE

AGGREGATE

WOOD MEMBER

INSULATION

METAL

WOOD BLOCKING

CENTERLINE

UNDERGROUND DUCTS

& CABLES

6-20R

CONVENIENCE OUTLET

GFI

GROUND FAULT

INTERUPTER OUTLET

SINGLE POLE SWITCH

BRANCH CIRCUIT

A.1

HOME RUN TO

DIST. PANEL

FUSES

FLUORESCENT LIGHT

HPS LAMP

RESISTOR

DISCONNECT

BUS

(NEUTRAL, GND)

APPROX APPROXIMATELY

RA RETURN AIR

ENCL ENCLOSURE

M.G.

M.P.

MAIN GROUND BUS

MULTIPOINT SIGNAL GROUND

GROUND

PHASE

R.O. ROUGH OPENING

IMC INTERMEDIATE METAL CONDUIT

ACI AMERICAN CONCRETE INSTITUTE

AISI AMERICAN IRON & STEEL INSTITUTE

DOT DEPARTMENT OF TRANSPORTATION

EPA ENVIRONMENTAL PROTECTION AGENCY

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

OSHA OCCUPATIONAL SAFETY & HEALTH ACT

PCB POLYCHLORINATED BIPHENOLS

SF SQUARE FEET

UL UNDERWRITERS LABORATORY

ELECTRICAL

EROSION CONTROL

SILT FENCE

RIP RAP

CHECK DAM

SEDIMENT BASIN

CALLOUTS

CROSSHATCHING

LINE LEGEND

TOPOGRAPHICAL

CONTOUR LINE

LOCALIZER CRITICAL

AREA

FENCE LINE

SAND or

MALSR LEASE LINE

RIGHT-OF-WAY

AVIATION FUEL LINE

SANITARY SEWER

STORM SEWER

TELEPHONE LINES

WATER LINE

AOA AIRPORT OPERATIONS AREA

ABANDONEDABAND

CNTRL CONTROL

COAX COAXIAL CABLE

GS GLIDE SLOPE

INNER MARKERIM

MEDIUM INTENSITY APPROACH LIGHT SYSTEM

MM MIDDLE MARKER

OM OUTER MARKER

PWR POWER

RIGHT-OF-WAY, RUNWAY

NEW ROADWAY/PLOT

RESURFACING LIMITS

DITCH LINE

HIGH VOLTAGE

FUSED CUTOUT

HIGH VOLTAGE

NON-FUSED CUTOUT

POWER COMPANY METER

LOW VOLTAGE

FUSED DISCONNECT

CBL CABLE

SSALR

Mtg MOUNTING

SIDA SECURITY IDENTIFICATION DISPLAY AREA

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM

COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

STATIONSSTAS

STATIONSTA

MATERIAL SAFETY DATA SHEETMSDS

3-6

3-6LEFT HAND

LIGHT

LIGHTING

LH

LT

LTG

L

LOC LOCALIZER

LOM LOCATOR/OUTER MARKER

ALS AMBIENT LIGHT SENSOR

LIR LOW IMPACT RESISTANT POLE

MDT MAINTENANCE DATE TERMINAL

NWS NATIONAL WEATHER SERVICE

RLIM RUNWAY LIGHT INTENSITY MONITOR

RVR RUNWAY VISUAL RANGE SYSTEM

SIC SENSOR INTERFACE CARD

SIE SENSOR INTERFACE ELECTRONICS

VS VISIBILITY SENSOR

RADIO RANGE

CMP CORRUGATED METAL PIPE

SS STORM SEWER

PAPI PRECISION APPROACH PATH INDICATOR

VISUAL APPROACH SLOPE INDICATORVASI

PROCUREMENT REQUEST

LHA LIGHT HOUSING ASSEMBLIES

REIL RUNWAY END IDENTIFIER LIGHTS

GOVERNMENT FURNISHED MATERIAL

1/41

NOTES

646.0

646.1 X

CALLOUTS, CROSSHATCHING & SYMBOLSABBREVIATIONS

EQUIP

EPDM

EQUIPMENT

ETHYLENE PROPYLENE DIENE CLASS M RUBBER

OFA OBJECT FREE AREA

RSA RUNWAY SAFETY AREA

TYPICALTYP

TSA TAXIWAY SAFETY AREA

AMPERE

ALTERNATING CURRENT

AIR CONDITIONING UNIT

ABOVE FINISH FLOOR

AMERICAN INSITUTE OF STEEL CONSTRUCTION

AMPERE

AMERICAN PLYWOOD ASSOCIATION

ASHPALT

AMERICAN WIRE GAGE

AMERICAN WELDING SOCIETY

BUILDING

BRITISH THERMAL UNIT

CUBIC FEET PER MINUTE

CIRCUIT

CEILING

CLEAR/CLEARANCE

CONCRETE

CONTRACTOR

CONTRACTING OFFICER

DEGREE

DIAMETER

DRAWING

EACH

EACH FACE

EACH WAY

ENGINE GENERATOR

ELECTRICAL

ELEVATION

NOTES:

AINTY WITH REGARD TO WHAT IS BEING REFERENCED.

A DISCREPANCY IS DISCOVERED OR THERE IS UNCERT

SHALL CONTACT THE RESIDENT ENGINEER IN THE EVENT

INCLUSIVE OF ALL SUCH REFERENCES. THE CONTRACTOR

PACKAGE. THIS SHEET SHALL NOT BE CONSTRUED AS

REFERENCES USED THROUGHOUT THE CONSTRUCTION

SHOWN ON THIS SHEET REPRESENT COMMONLY USED

THE ABBREVIATIONS, CROSSHATCHING AND SYMBOLS 1.

hrl-d-dme17r-g004

2021-07-22T06:08:11-0500

GREGORY K WERNER

2021-07-21T17:27:31-0500

Michelle Claire Sherman

CONSTRUCTION AND SAFETY PLAN NOTES

HRL-D-DME17R-G005

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WITHOUT INTERFERENCE TO AIRCRAFT, THE PUBLIC, OR MAINTENANCE AND OPERATIONS OF THE AIRPORT.

SAFEGUARD AIRCRAFT, THE PUBLIC AND ALL PERSONS ENGAGED IN THE WORK AND SHALL TAKE SUCH PRECAUTIONS AS WILL ACCOMPLISH SUCH END, CONTRACTOR UNDER OR IN CONNECTION WITH THIS CONTRACT, AND THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE PROTECTION TO

RESPECT TO PRECAUTIONS REQUIRED OR OMITTED TO BE REQUIRED SHALL BE DEEMED TO LIMIT OR IMPAIR ANY OBLIGATIONS ASSUMED BY THE

THEIR FAILURE DUE TO CONSTRUCTION ACTIVITY MAY CAUSE DISRUPTION TO AIRPORT OPERATIONS. NO REQUIREMENTS OF THIS CONTRACT WITH

CABLES, AND DUCT BANKS. ALL THESE FACILITIES ARE CRITICAL TO THE OPERATION OF THE AIR TRAFFIC CONTROL FUNCTION OF THE AIRPORT AND

VEHICULAR TRAFFIC OVER EARTH AREAS WILL OCCUR OVER, AROUND AND UNDER FAA FACILITIES SUCH AS EQUIPMENT HOUSES, DIRECT BURIED

CONTRACTOR OPERATIONS SUCH AS TRENCHING, JACKING OF PIPE OR CASINGS, EXCAVATION FOR PAVEMENT OR STRUCTURES, SITE GRADING, AND

CONTRACTOR AT HIS OWN EXPENSE. THE CONTRACTOR MUST HAVE A MIN OF TWO OPERATING POWER VACUUM CLEANERS ON SITE AT ALL TIMES.

CLEAR OF DEBRIS AT ALL TIMES. ANY AREA DAMAGED DURING CONSTRUCTION SHALL BE IMMEDIATELY RESTORED TO ITS ORIGINAL CONDITION BY THE

THE CONTRACTOR SHALL MAKE SURE ALL TAXIWAYS, RUNWAYS, ROADS, AND APRONS THAT ARE USED OR CROSSED BY CONSTRUCTION VEHICLES BE KEPT

THE CONTRACTOR MUST COOPERATE WITH AIRPORT AUTHORITIES TO KEEP THE AIRPORT IN OPERATION.

ATTENTION IS CALLED TO THE FACT THAT ACCESS TO CERTAIN CONTRACT AREAS MAY BE LIMITED AND/OR REFUSED FOR LIMITED PERIODS OF TIME.

THE CONTRACTOR CANNOT CROSS ANY ACTIVE RUNWAY OR TAXIWAY TO DELIVER MATERIAL OR WORKMEN WITHOUT A BADGED ESCORT. THE CONTRACTOR'S

TO THE PHASING OF THE WORK OR DUE TO NORMAL WEATHER CONDITIONS WHICH MAY IMPEDE THE PROGRESS OF THE WORK.

NO ADDITIONAL COMPENSATION OR EXTENSION OF TIME OF COMPLETION FOR THE PROJECT, OR ANY PHASE OF THE PROJECT, WILL BE ALLOWED DUE

ROADS TO AND FROM THE DESIGNATED ENTRANCE TO THE VARIOUS WORK SITES.

WITHIN THE AIR OPERATIONS AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION, REPAIR, AND/OR MAINTENANCE OF ALL HAUL

THE WORK SHALL ENTER AND LEAVE THE CONTRACT SITE VIA THE GATES AND ROUTES DESIGNATED. NO PERSONAL VEHICLES WILL BE PERMITTED

THE CONTRACTOR SHALL PLAN HIS CONSTRUCTION OPERATION SO THAT MATERIAL, EQUIPMENT, SUPPLIES, AND WORKING PERSONNEL NECESSARY TO DO

WHEN SO ORDERED BY THE COR, THE CONTRACTOR SHALL REMOVE FROM THE SITE OF THE WORK ALL EQUIPMENT, MACHINERY AND MATERIALS.

COORDINATION WITH AIRPORT OPERATIONS AND ATCT.

IN NO CASE WILL THE CONTRACTOR BE PERMITTED TO PARK VEHICLES/EQUIPMENT OR STORE MATERIALS OUTSIDE THE STAGING AREA SHOWN WITHOUT

AND EQUIPMENT SUCH THAT AIRCRAFT AND VEHICLES USING THE FIELD WILL NOT BE SUBJECTED TO HAZARDS DUE TO THE CONSTRUCTION OPERATION.

BENEFIT OF ALL IN COMPLETING THEIR RESPECTIVE WORK. THE CONTRACTOR SHALL HANDLE CONSTRUCTION WORK AND SHALL UTILIZE HIS MACHINERY

THE CONTRACTOR SHALL COOPERATE IN EVERY WAY WITH ANY OTHER CONTRACTOR DOING WORK ON OR ABOUT THE CONTRACT SITE TO THE MUTUAL

CONTRACTING OFFICER'S REPRESENTATIVE (COR) TO ACCESS TO THE FAA FACILITY 48 HOURS PRIOR TO DESIRED ACCESS TIME.

ACCESS TO FAA FACILITIES MUST BE COORDINATED WITH THE LOCAL FAA SSC OFFICE. CONTRACTOR SHALL REQUEST FAA ASSISTANCE THROUGH THE

OBSTRUCTION AND/OR IMPEDIMENT TO AIRPORT TRAFFIC AND THE GENERAL OPERATION OF THE AIRPORT.

AN ESSENTIAL FEATURE OF THIS CONTRACT AND WILL REQUIRE THE COMPLETION OF ALL WORK HEREIN SPECIFIED SO AS TO OFFER THE LEAST

THE AIRPORT WILL BE IN OPERATION WHILE CONSTRUCTION UNDER THIS CONTRACT IS TAKING PLACE. TIMING AND COORDINATION OF THE WORK IS

WITHIN THE A.O.A.

CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE CONSTRUCTION PERSONNEL WITH ANY CHANGE IN THE REQUIREMENTS FOR ENTERING AND OPERATING

SIGN THE CERTIFICATION STATEMENT. PRESENT THIS FORM TO THE BADGING OFFICE WHEN APPLYING FOR BADGES. IT SHALL BE THE

CONTRACTOR SHALL REVIEW FAA ORDER 5200.7A, FAA AIRPORT GROUND VEHICLE OPERATIONS GUIDE (INCLUDED IN CONTRACT BID DOCUMENTS), AND

PASSES, PERSONNEL SECURITY BADGES, AND SATISFY ALL SECURITY REQUIREMENTS PRIOR TO BEGINNING WORK WITHIN THE RESTRICTED AREA.

ALL CONSTRUCTION WILL OCCUR WITHIN THE AIRCRAFT OPERATIONS AREA (A.O.A.). THE CONTRACTOR WILL BE REQUIRED TO OBTAIN ALL VEHICLE 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

APPROVED BY THE COR.

ALL ITEMS PROPOSED FOR DEMOLITION MUST BE MARKED BY THE CONTRACTOR FOR REVIEW BY THE COR. NO ITEM WILL BE DEMOLISHED UNTIL

CONTRACTOR'S PLAN TO PROTECT AND AVOID THESE UTILITIES.

WHERE THE EXISTING UTILITIES WITHIN THE CURRENT WORK ZONE ARE LOCATED, THE TYPE, SIZE AND NUMBER OF UTILITIES PRESENT, AND THE

A TOOLBOX SAFETY MEETING SHALL BE HELD EACH DAY AT START OF WORK. EVERY TOOLBOX SAFETY MEETING MUST INCLUDE A DISCUSSION OF

LIGHTING IS NEEDED, AND IF THE ARTIFICIAL LIGHT PROVIDED IS SUFFICIENT.

IS AVAILABLE WHEN EXCAVATING NEAR EXISTING UTILITIES. THE COR WILL HAVE THE FINAL DETERMINATION ON WHETHER OR NOT ARTIFICIAL

DURING NIGHT WORK OR DURING LOW-LIGHT HOURS. THE CONTRACTOR MUST TAKE EXTRA PRECAUTIONS TO ENSURE THAT MORE THAN SUFFICIENT LIGHT

IF NIGHT WORK IS REQUIRED, THE CONTRACTOR MUST PROVIDE AN ADEQUATE NUMBER OF LIGHT PLANTS TO PROPERLY ILLUMINATE WORK AREAS

WHEN IDENTIFYING DEPTHS OF EXISTING UTILITIES, THE CONTRACTOR MUST EXCAVATE BY HAND-DIGGING.

FURTHER DEMARCATE PROTECTED UTILITIES.

REQUEST THE PLACEMENT OF ADDITIONAL PAINT TO CLEARLY IDENTIFY THE UTILITY FOR WORKERS. INSTALL PROTECTIVE ORANGE SNOW FENCE TO

THE CONTRACTOR MUST MARK EXPOSED UTILITY LINES WITH AN ADEQUATE AMOUNT OF FLUORESCENT PAINT. THE COR RESERVES THE RIGHT TO

EXPENSE TO THE SATISFACTION OF AIRPORT OPERATIONS.

ALL AIRFIELD LIGHTING DAMAGED BY CONSTRUCTION OPERATIONS WILL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S

WORK AFFECTS A CABLE, SEWER, OR OTHER UTILITY WITHIN THE CONTRACT LIMIT LINES.

DEPICT THE METHODS AND MEANS BY WHICH THE CONTRACTOR INTENDS TO PROTECT, SHORE, SUPPORT, BRACE, ETC., EXISTING UTILITIES WHEN THE

IS APPROVED BY THE COR. THE CONTRACTOR MUST PREPARE AND SUBMIT CONSTRUCTION DRAWINGS TO THE COR WHICH CLEARLY AND ACCURATELY

THE CONTRACTOR MUST LAY OUT THE LOCATION OF ALL NEW ITEMS FOR REVIEW BY THE COR. NO ITEM WILL BE CONSTRUCTED UNTIL THE LOCATION

INTERFERENCE OR OBSTRUCTION.

WILL MAKE REPAIRS OR PAY FOR REPAIRS TO THE STRUCTURE TO THE SATISFACTION OF THE COR. NO EXTRA PAYMENT WILL BE MADE FOR ANY SUCH

ARRANGEMENTS WITH THE CONTRACTING OFFICER FOR THE RELOCATION OF SUCH STRUCTURES. IF DAMAGED DURING CONSTRUCTION, THE CONTRACTOR

GROUND THAT ARE ENCOUNTERED DURING CONSTRUCTION MUST BE PROPERLY SUPPORTED AND PROTECTED. THE CONTRACTOR WILL MAKE ALL

TO THE CONTRACTOR, BUT MUST NOT BE CONSTRUED AS BEING ABSOLUTELY ACCURATE, CORRECT, OR COMPLETE. ALL STRUCTURES ABOVE OR BELOW

DIMENSIONS OF EXISTING FACILITIES AND OBSTRUCTIONS ARE BASED UPON AVAILABLE RECORDS AND ARE SHOWN ON THE PLANS STRICTLY AS AN AID

TO BE ALL INCLUSIVE OR CORRECT. THE CONTRACTOR WILL VERIFY THE FEATURES PRIOR TO CONSTRUCTION. THE LOCATION, MATERIAL, AND

EXISTING CONDITIONS TAKEN FROM THE BEST AVAILABLE SURVEY. INFORMATION SHOWN CONCERNING FEATURES AND UTILITIES IS NOT GUARANTEED

ALLOWED TO MAKE CLAIMS FOR EXTRA COSTS OR TIME EXTENSIONS DUE TO SUCH STOPPAGE OF WORK.

THE CONTRACTING OFFICER IN WRITING. THE CONTRACTOR WILL HALT ALL OPERATIONS UNTIL SERVICE IS RESTORED. THE CONTRACTOR WILL NOT BE

UTILITIES ARE OUT OF SERVICE DUE TO THE CONTRACTOR'S OPERATIONS, ALL CONTRACT WORK MUST BE SUSPENDED UNLESS OTHERWISE DIRECTED BY

THE CONTRACTOR, UNDER THE OWNER'S DIRECTION, AND AT THE CONTRACTOR'S EXPENSE. DURING THE PERIOD OF TIME THAT THE CABLES OR

ANY CABLE OR OTHER EXISTING UTILITY LINE THAT IS DAMAGED DURING THE PERFORMANCE OF THIS CONTRACT WILL BE REPAIRED IMMEDIATELY BY

TO NEEDING THE UTILITY OWNER TO LOCATE THE UTILITY.

THE COR HAS REVIEWED THE PROCEDURES FOR PROTECTION OF THE UTILITY. THE CONTRACTOR MUST NOTIFY THE RE IN WRITING, 48 HOURS PRIOR

GAS, POWER, CONTROL AND COMMUNICATIONS CABLES, WATER AND FUEL LINES, SEWER, DRAINAGE LINES OR OTHER PRIVATE UTILITY CABLES UNTIL

WILL NOT START ANY WORK WHICH MAY AFFECT EXISING UTILITIES. THESE UTILITIES INCLUDE, BUT ARE NOT LIMITED TO CITY, FAA, TELCO, ALL EXISTING UTILITIES SERVING THE AIRPORT MUST REMAIN IN CONTINUOUS OPERATION DURING THE PROSECUTION OF THE WORK. THE CONTRACTOR 1.

10.

OPERATIONS PERSONNEL CAN PROPERLY COORDINATE THE ACTIVITIES OF THE AIRPORT AND CONTRACTOR.

THE AIRFIELD. THE CONTRACTOR SHALL NOTIFY THE CO 48 HOURS PRIOR TO REQUESTING THE CLOSING OF ANY AREA SO THAT THE AIRPORT

THE CONTRACTOR AND AIRPORT OPERATIONS PERSONNEL, THROUGH THE CO, MUST BE IN CONSTANT COMMUNICATION TO INSURE SAFE OPERATIONS ON

MAXIMUM EQUIPMENT HEIGHT WILL BE 15'.

SURVEYOR PRIOR TO ANY CONSTRUCTION.

LIMITS OF ACTIVE CRITICAL AREAS NEAR THE WORK AREA SHALL BE DELINEATED WITH ORANGE SNOW FENCE BY THE CONTRACTORS REGISTERED LAND

ALL LIGHTING WILL BE SHIELDED BY THE CONTRACTOR SO THAT IT DOES NOT AFFECT THE AIR TRAFFIC CONTROL TOWER OR FLIGHT CREWS.

ELEVATED LIGHTED CROSSES WILL BE PLACED AND MAINTAINED AS NEEDED ON CLOSED RUNWAYS BY AIRPORT OPERATIONS PERSONNEL.

ROOF FOR USE AT ALL TIMES.

CLEARLY VISIBLE POSITION. IN ADDITION, EACH VEHICLE AND PIECE OF EQUIPMENT SHALL HAVE A ROTATING YELLOW BEACON MOUNTED ON THE

VEHICLE OR OTHER PIECE OF EQUIPMENT BELONGING TO THE CONTRACTOR SHALL HAVE A WARNING FLAG ATTACHED TO IT IN A VERTICAL AND

OF WHETHER OR NOT NEAR RUNWAYS, TAXIWAYS OR APRONS, SHALL DISPLAY A FLAG WHICH SHALL BE MAINTAINED VERTICAL AT ALL TIMES. EACH

AND ONE FOOT SQUARE FOR PERSONAL USE. EACH SEPARATE GROUP OR INDIVIDUAL VEHICLE AND EQUIPMENT ITEM IN ALL WORK AREAS, REGARDLESS

THE CONTRACTOR SHALL FURNISH AIRCRAFT WARNING FLAGS, COLORED ORANGE AND WHITE, THREE FOOT SQUARE, FOR VEHICLES AND EQUIPMENT USE

REGULATIONS.

THESE PLANS AND SPECIFICATIONS, WILL APPLY TO THE WORK. CONTRACTOR SHALL COMPLY WITH ALL FAA PART 139 TRAINING REQUIREMENTS AND

THE CONTRACTOR IS ADVISED THAT CERTAIN RULES AND RESTRICTIONS, AS CONTAINED IN FAA ADVISORY CIRCULAR 150/5370-2F AND AUGMENTED BY

CONSTRUCTION.

THE CONTRACTOR MUST MAINTAIN DRAINAGE TO PREVENT PONDING OR FLOODING DURING THE PERIOD OF

RESTORE THE SITE AT THE END OF EACH WORK SHIFT AS DIRECTED BY THE COR.

DIFFERENTIALS AND AS APPROVED BY THE COR WITHIN THE PROJECT AREA. REGARDLESS, THE CONTRACTOR SHALL

ACCORDANCE WITH AC 150/5300-13, AT THE END OF A WORK SHIFT, SO THAT THERE ARE NO SUDDEN GRADE

WITHIN 3 INCHES OR A MAXIMUM 5% SLOPE OF EXISTING OR FINISHED GRADE, AS APPROPRIATE AND IN

NO EXCAVATION SHALL REMAIN OPEN AFTER ANY WORK SHIFT. IN ADDITION, THE AREA SHALL BE RETURNED TO

CONTRACTOR SHALL REQUEST FROM OPERATIONS A DAILY NOTICE TO AIRMEN (NOTAM).

PRIOR TO CONSTRUCTION, THE ENGINEER SHALL FILE FOR FAA FORM 7460-1 FOR CRANE HEIGHT AND THE

ALL CRANES MUST BE EQUIPPED WITH OBSTRUCTION LIGHTS AT NIGHT AND A FLAG DURING DAY TIME. HOWEVER

CONTRACTOR.

AUTHORITY BECAUSE OF IMPROPER CONDUCT BY THE CONTRACTOR WILL BE FORWARDED FOR PAYMENT BY THE

THE CONTRACTOR UNDER THIS CONTRACT. IN ADDITION, ANY FINES LEVIED BY THE FAA OR THE AIRPORT

RUNWAYS WITHOUT WRITTEN PERMISSION OF THE COR. THESE ASSESSMENTS WILL BE DEDUCTED FROM MONIES OWED

OCCURRENCE WHERE AN EMPLOYEE OR PIECE OF EQUIPMENT IS WITHIN THE RESTRICTED ZONES OF TAXIWAYS OR

THE CONTRACTOR WILL BE LIABLE TO AN ASSESSMENT BY THE AIRPORT AUTHORITY PER EACH AND EVERY

TO BE USED.

FAA) DURING HOURS OF RESTRICTED VISIBILITY AND/OR DARKNESS. UNDER NO CIRCUMSTANCES ARE FLARE POTS

MARKED WITH BARRICADES AND LIGHTED WITH RED LIGHT UNITS (ACCEPTABLE TO AIRPORT OPERATIONS AND THE

OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIAL AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY

ON THE DRAWINGS OR AS DESIGNATED BY THE COR.

THE CONTRACTOR SHALL STORE ALL EQUIPMENT, VEHICLES, AND MATERIALS ONLY IN THOSE STAGING AREAS SHOWN

THE CONTRACTOR STAGING AREA SHALL BE LOCATED AS SHOWN.

26°12’ 48.636”N / 97°39’ 34.525”W

26.21351 / -97.65959

1.

CONSTRUCTION ACTIVITY

STAGING AREA

STAGING AREA

UTILITIES

AIRPORT OPERATIONS

SAFETY PLAN

IWO JIMA BLVD

C T

Y

RIO HONDO RD

35 R

L8

LOCATION

PROJECT

17R/35L

RUNWAY

ACCESS

CONTRACTOR

TERMINAL

DHL

STAGING

hrl-d-dme17r-g005

2021-07-22T06:08:32-0500

GREGORY K WERNER

2021-07-21T17:27:49-0500

Michelle Claire Sherman

35' -0"

15'- 0"

15°

"4

" 18"18"

4'-

35' -0"

15'-

18" 18"

4'-

SITE PLAN

06/30/2021 1702622

HRL-D-DME17R-C003

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PARKIN

C001

1 6" GRAVEL

SURFACING

4'-0" GRAVEL

WALK

UG POWER

8'x12'

EQUIPMENT BLDG

(TRAILER TYPE)

TRANSFORMER PAD

(25 KVA XFMR BY

POWER COMPANY)

NO.4, 3W, 120/240V POWER

DOOR

CABLE COMPLEMENT

2 - 3/C NO.8, 600V POWER

1 - 3/C NO.4, 600V POWER

2 - 1/2" FOAMFLEX

1 - RG-214

2 - 7/8", 5 OHM FOAMFLEX

1 - 1 PR NO.16 CONTROL

TRANSFORMER18" DIA. PIER

FA-9639

DME ANTENNA 12" DIA. PIER

6" GRAVEL

SURFACING

UG POWER

8'x12'

EQUIPMENT BLDG

(TRAILER TYPE)

PARKIN

TRANSFORMER PAD

(25 KVA XFMR BY

POWER COMPANY)

NO.4, 3W, 120/240V POWER

DOOR

CABLE COMPLEMENT

2 - 3/C NO.8, 600V POWER

1 - 3/C NO.4, 600V POWER

2 - 1/2" FOAMFLEX

1 - RG-214

2 - 7/8", 5 OHM FOAMFLEX

1 - 1 PR NO.16 CONTROL

18" DIA. PIER

FA-9639

DME ANTENNA

12" DIA. PIER

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HARLINGEN, TEXAS

CENTRAL POWER & LIGHT COPOWER SERVICE:

34.0' MSLSITE ELEVATION:

LONGITUDE

LATITUDEGEOGR POSITION:

CITY OF HARLINGEN, TEXASLANDOWNER:

GENERAL NOTES:

THE CONTRACTOR SHALL:

THE FAA SHALL:

RESTORE ALL AREAS DISTURBED BY CONSTRUCTION.7.

INSTALL ANTENNA FOUNDATION PER DRAWINGS.6.

REMOVE EXISTING FOUNDATION AND PROPERLY PREPARE DISTURBED SOIL FOR NEW FOUNDATION.5.

REMOVAL.

RECONNECT EXISTING CABLING TO THE ANTENNA. CABLES MUST BE REMOVED AND PROTECTED DURING

COORDINATE WITH SSC REPRESENTATIVE AND LOCAL FAA TO IDENTIFY, LABEL, DISCONNECT, AND 4.

SHALL BE COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

REGARD ALL WORK INSIDE THE LOCALIZER AREA REQUIRES THAT THE ILS BE SHUT DOWN. THIS WORK 3.

THE CONTRACTOR.

OF ANY CABLES AND UTILITIES SHOWN IS APPROXIMATE ONLY. CABLE LOCATIONS SHALL BE VERIFIED BY

CABLES OR UTILITIES SHALL BE LOCATED AND MARKED IN ADVANCE OF CONSTRUCTION. THE LOCATION

EXERCISE EXTREME CAUTION WHEN EXCAVATING IN AREAS OF EXISTING CABLES OR UTILITIES. EXISTING 2.

REGARD DIMENSIONS SHOWN AS APPROXIMATE AND TO VERIFY IN FIELD.1.

COORDINATE AN OUTAGE FOR POSSIBLE NIGHT WORK.2.

BY CONTRACTOR.

DISCONNECT AND REMOVE ALL ELECTRONIC EQUIPMENT PRIOR TO REMOVAL OF EXISTING TILT-DOWN POLE 1.

SCALE: 1" = 20'

20' 40'020'

LOCALIZER AND DME SHELTER PLOT PLAN

SCALE: 1" = 20'

SCALE: 1" = 10'

10' 20'010'

SCALE: 1" = 10'

hrl-d-dme17r-c003

2021-07-22T06:08:50-0500

GREGORY K WERNER

2021-07-21T17:28:05-0500

Michelle Claire Sherman

FINSHED GRADE

MODEL 1735 MEETS SPECIFICATIONS.

EAGLE MANUFACTURING CO.

SLEEVE, YELLOW HDPE

4" SMOOTH BOLLARD POST

FILLED WITH CONCRETE

RIGID STEEL PIPE

4" GALVANIZED

TOP 12" IN FIBER FORM.

CONCRETE PIER. FORM

12" DIAMETER DRILLED

NO DEPRESSIONS IN CRUSHED ROCK SURFACE.

WORK AREA GRADED SO THAT WATER WILL DRAIN AWAY WITH

AND PLACED COMPACTED CRUSHED ROCK TO 6" DEPTH. CRUSHED ROCK

REMOVED TOPSOIL, COMPACTED THE SUBGRADE, PLACED GEOTEXTILE FABRIC,

PARAGRAPH 2B.3

PER SPECIFICATION FAA-GL-918D,

PLACED GEOTEXTILE FABRIC

FITTING

BELL SHAPPED DME ANTENNA

AND 3-12 AWG THWN POWER CABLES.

TWO 1/2" "SUPERFLEX" SIGNAL CABLES

NO THREADING AT TOP.

NO COUPLING INSTALLED ABOVE GRADE.

3 1/2" GALVANIZED RIGID STEEL CONDUIT.

SLOPED ROCK TO MEET GRADE.

ABOVE SURROUNDING GRADE.

TOP OF FOUNDATION 1"

3/4" CHAMFER

FINSHED GRADE

AROUND PERIMETER

FOUR NO. 4 REBAR SPACED EVENLY

NO. 3 TIES, 12" O.C.

SEE DETAIL 3

GROUNDING CONDUCTOR.

4/0 AWG BARE COPPER PERIMETER

PIER. FORM TOP 12" IN FIBER FORM.

18" DIAMETER DRILLED CONCRETE

GROUND WIRE. CONNECTED USING EXOTHERMIC WELD.

PERIMETER GROUNDING SYSTEM USING 2 AWG BARE COPPER

JUNCTION BOX AT SHELTER. BONDED CONDUIT TO

3 1/2" GRSC 30" BELOW GRADE TO

2" RIGID

GROUNDING CONDUCTOR.

SHELTER'S PERIMETER

WELD.

CONDUCTOR USING EXOTHERMIC

CONNECTED TO PERIMETER

GROUNDED ROD (TYPICAL OF 2).

3/4" X 10' COPPERCLAD

3-1/2" GRSC WITH ELBOW

EDGE OF GRAVEL PLOT

PERIMETER GROUNDING CONDUCTOR.

CONNECTED TO EXISTING SHELTER'S

AROUND DME ANTENNA FOUNDATION.

PERIMETER GROUNDING CONDUCTOR

4/0 AWG BARE COPPER

BOLLARD PER DETAIL "2"

GROUND BUSHING

2" PIPE NIPPLE WITH

GROUND BUSHING

3/4" PIPE NIPPLE WITH

6 1/C #12 POWER CABLES

1/2" HELIAX CABLE

6AWG BARE COPPER CONDUCTOR.

GROUNDED TO LUG IN BOX USING

OBSTRUCTION LIGHT

USING EXOTHERMIC WELD.

ROD (TYPICAL). CONNECTED CONDUCTORS

3/4" X 10' COPPERCLAD GROUND

COUPLING PER SPECIFICATIONS

2" GRSC WITH EXPANSION

GRADE

EXISTING

/8

ANTENNA INSTALLATION DETAILS

HRL-D-DME17R-C004

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DME JUNCTION BOX

OUTSIDE VIEW

CONTINUES TO

JUNCTION BOX

CONTINUES TO

DME PLOT PLAN

BOLLARD

WORK AREAS, ACCESS ROADS AND WALKWAYS

TYPICAL SECTION FOR CRUSHED ROCK PLOT,

NOT TO SCALE

DETAIL

AT LOC SHELTER

TO JUNCTION BOX

DME ANTENNA MAST

WELD.

CONDUCTOR USING EXOTHERMIC

CONNECTED TO PERIMETER

GROUND ROD (TYPICAL OF 2).

3/4" X 10' COPPERCLAD

MADE BY FAA INSTALLATION TECHNICIANS

STUB TO GROUNDING. ROD CONNECTION

CLAMPS THROUGH A 12" LONG, 1" DIA PVC

4/0 AWG BARE COPPER GROUND WIRE FROM

CLAMPS ON ANTENNA MAST AND ROUTED

THOMPSON NO. 805 U-BOLT TYPE BONDING

2" INCH

REDUCER 3 1/2

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2021-07-22T06:09:11-0500

GREGORY K WERNER

2021-07-21T17:28:27-0500

Michelle Claire Sherman

COUNTERPOISE

#4/0 BARE COPPER

1'-6"

17"

.2

23 18AREA REQUIREMENT

DME CLEARENCE

AREA REQUIREMENT

1'-4 5/8"

10 3

WEATHERHEAD

CABLE

MESSENGER

SHELTER WALL

MAST

COUPLING

RIGID CONDUIT NIPPLE

BOX CONNECTOR

FLEX CONDUIT

BOX CONNECTOR

SHELTER LOCALIZER AND DMEL

HRL-D-DME17R-C005

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NEW BATTERY BOX

PLAN-ELECTRICAL PROPOSED LAYOUT

CABINET BENCH

WORK

BENCH

WORK

CABINET

NUMBERED LEGEND:

NIPPLE WITH GROUNDING BUSHING. RE-USE SPACE 9 ON PANELBOARD.

16" X 16" X 6" JUNCTION BOX USING 3/4" LB CONDUIT AND 3/4" PIPE

6 I/C #12 POWER CABLES IN 3/4" EMT CONDUIT FROM POWER PANEL TO

DME STAND. TO BE FABRICATED BY FAA PERSONNEL.

SEE DETAIL 5, DWG DEC-D-DME06-C002.

PULLED HELIAX AND POWER CABLE TO DME ANTENNA. SEE NOTE 1.

BOX. LUG IN BOX GROUNDED USING 6 AWG BARE COPPER CONDUCTOR.

2" AND 3/4" PIPE NIPPLE WITH GROUNDING BUSHING IN DME JUNCTION

COUPLING PER SPECIFICATIONS, 30" BELOW GRADE TO DME ANTENNA.

NEMA 3R 16" X 16" X 6" JUNCTION BOX WITH 3" GRSC WITH EXPANSION

PERSONNEL

NEW BATTERY BOX TO REPLACE ITEM 16. TO BE INSTALLED BY FAA

NEW 415ES THALES DME BOX TO BE INSTALLED BY FAA PERSONNEL

MULTIPOINT GROUND PLATE

ANTENNA HEATER CONTACTOR. 120 VOLTS

ANTENNA HEATERS. 120 VOLTS

LOCALIZER LPC/JUNCTION BOX

MARK 1F LOC EQUIPMENT RACK

UPS POWER DISTRIBUTION PANEL.

REPLACED BY FAA PERSONNEL

UNINTERRUPTIBLE POWER SYSTEM MODULE (UPS) TO BE REMOVED AND

3-1/C #2 USE UNDERGROUND POWER CABLES TO METER POST

CABLES)

LOCALIZER ANTENNA ARRAY PER DWG GL-D-6606-1-1A. (ABANDONED

1-3/C #12 USE, 3-1/C #8 USE, & 1-#6 BARE GROUND IN TRENCH TO

ANTENNA ARRAY PER DWG GL-D-6606-1-1A. (ABANDONED CABLES)

1-12 PR #19 & 2 RG-333/U COAXIAL CABLES IN TRENCH TO LOCALIZER

LIGHTNING PROTECTION PER DWG GL-D-1988A.

24H2ALP WITH 3" NIPPLE THROUGH WALL. (EMPTY JUNCTION BOX)

ELECTRICAL ENCLOSURE, 24" X 24" X 8" NEMA 4, HOFFMAN CAT NO

POWER CABLES TO ANTENNA ARRAY

ABOVE FLOOR.

ENVIRONMENTAL CONTROL PANEL PER DWG GL-D-328-6. CENTERED 66"

FILE CABINET

AIR CONDITIONER, 9000 BTU WINDOW TYPE W/SLEEVE.

CARDION FA-9639 DME RACK TO BE REMOVED BY FAA PERSONNEL

WITH 200 SQ IN MINIMUM X 1" FIBERGLASS FILTER.

AUTOMATIC AIR INTAKE DAMPER (140 SQ IN MINIMUM) AND VENT HOOD

1550 RPM, 424 CFM @ 0".

VENT FAN W/AUTOMATIC DAMPER, GREENHECK MODEL GW-75-D, 1/25 HP,

5-RG333/U, 1-6 PAIR #19

POWER PANEL PER DETAIL "A".

10' X 12' LOC EQUIPMENT SHELTER

ANTENNA MAST

TO DME

F&I

FOR FAA INSTALLATION TO TERMINATE. DO NOT CUT EXCESS CABLE.

LEAVE 5" SLACK IN JUNCTION BOX AND AT END OF GRSC AT DME ANTENNA

IN CONDUIT FOR INSTALLATION OF SIGNAL CABLES. CONTRACTOR MUST

1/2" HELIAX CABLES ARE CONTRACTOR FURNISHED. LEAVE NYLON PULL ROPE1.

CONTRACT

APPLY TO THIS

ONLY LOOPED ITEMS

RACK

ROUTING OF ANTENNA CABLES

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2021-07-22T06:09:41-0500

GREGORY K WERNER

2021-07-21T17:28:41-0500

Michelle Claire Sherman

1/4"

1/2"

6 1/2" (TYP)

24"

(T

4" (TYP)

(T

5"

/4

FOLD-OVER MAST DETAIL

HRL-D-DME17R-C006

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3/16"

DRILL 13/16" 0 HOLES

IN C OF PLATES FOR

MOUNTING (TYP.)

3/16"

DRILL 3/4" 0 HOLE

THRU PLATE (TYP

4 PLACES)

1/4

1/8

TYP.

SEE PLAN

1/4

BORE HOLE THRU RECTANGULAR

TUBING & WELD IN SLEEVES

(TYP. 4 PLACES) SEE NOTE 8

CUT OFF THREADS &

WELD PERPENDICULAR TO

SLEEVES

DRILL 1/8" 0 HOLE

IN PLATE FOR DRAIN

HOLE

BORE HOLE THROUGH PIPE

TO INSTALL SLEEVES.

SEE NOTE 5

(TYP 2 PLACES)

1 1/2" (TYP)

VIEW

1" SEAMLESS

PIPE SLEEVE

BORE STRAIGHT - IN 2"

HOLE, SMOOTH EDGES

& WELD 45 NIPPLE

OVER HOLE.

THREAD PIPE W/ 11 1/2

UNC-2A THREAD

1 1/16" LONG

LEGEND QUANTITY DESCRIPTION SOURCE

LIST OF MATERIALS

1 4 STANDARD

2 1 1/4" THICK X 4" DIA. PLATE

3 2

STD. A36 STEEL

4 6

1 " SEAMLESS

PIPE SLEEVES

SCH. 40 STEEL

LENGTH VARIES

5 4

3/8" "U" BOLTS X 1 1/4" N/A

WIDE

7'-6" LONG

6" X 3" RECTANGULAR

STRUCTURAL TUBING, 1/4"

STD. A500 STEEL

GRADE B

11" LONG

1/2" X 2" BAR STOCK STD. A36 STEEL

8 1/4" THICK PLATE STD. A36 STEEL

1" A325 BOLT, NUTS

& WASHERS

13" LONG (PIVOT)

SEE NOTES 5 & 8

5/8" ANCHOR BOLTS,

NUTS, & WASHERS

28" LONG W/4" HOOK-

2 NUTS & 2 WASHERS

EACH BOLT. SEE

NOTE 4 & 7

11 2

3/4" A307 BOLTS, NUTS

5" LONG-THREADED FULL

LENGTH. SEE NOTE 5

12 1 5/8" THICK PLATE STD. A36 STEEL

3 EA.

3 EA.

1/2" X 2' X 1' PLATE

1/4" X 2' X 1' PLATE

14 1 C3 X 6 X 2' LONG CHANNEL STD. A36 STEEL

15 1

7/8" A325 BOLT, NUT

13" LONG.

SEE NOTES 5 & 8

2. PIECES SHALL BE LEFT READY FOR SHIPPING WITH MAST SECTIONS

DISASSEMBLED. CRATE AND/OR PACKAGE PIECES FOR SHIPPING.

TOUCH-UP ALL WELDS WITH 2 COATS OF BRIGHT

COLD-GALVANIZING PAINT OR ALUMINUM PAINT.

FURNISH GALVANIZED NUTS, BOLTS, & WASHERS REQUIRED TO

BUILD MAST. ADD JAM NUT FOR PIVOT POINT BOLT. ANCHOR BOLTS

SHALL ALSO BE FURNISHED WITH THE TOP 3" THREADED &

SPRAYED WITH COLD-GALVANIZING PAINT.

STAND SHALL BE HOT-DIPPED GALVANIZED AFTER ASSEMBLY IN

ACCORDANCE WITH ASTM SPEC. NO. A386.

ALL PIECES SHALL BE GALVANIZED.

1 SCH. 40 STANDARD STEEL16

BORE HOLE THROUGH RECTANGULAR TUBING & WELD IN 1"

SEAMLESS PIPE SLEEVES (TYP 4 PLACES). BORE HOLE THROUGH

3 1/2" PIPE & REPEAT (TYP 2 PLACES). ALL SLEEVES SHALL ALIGN

SO THAT BOLTS WILL FIT THROUGH SLEEVES & ALLOW MAST TO

PIVOT & TO BE PINNED.

WELD 1/2" X 2" BAR STOCK TO 2-6" X 3" RECT. STEEL

TUBING. WELD 1/4" STEEL PLATE TO TOP & BOTTOM OF TUBING.

WELD 1/4" STEEL PLATES TO TUBING (8 TYP) & WELD STAND TO

5/8" THICK PLATE. SEE STAND DETAIL & PLAN VIEW ON DWG

CE-D-7888-2.

STANDARD

HOOK, S GALV. 1/4" SIZE

CHAIN, STEEL GALV.

DBL, LOOPED, 8/0 SIZE

(APPROX. 7'-6" & 11')

STD. A36 STEEL1/4" X 2' X 6" PLATE

3 1/2" PIPE,

10'-5 3/4" LENGTH

ANCHOR BOLTS SHALL BE MADE TO CONFORM TO ASTM 325.

NOT USED.

17 1

2" 45 TYPE

SHAPED NIPPLE

SCH. 40 STANDARD STEEL

1. NOT USED.

THIS DRAWING IS INCLUDED

THIS IS AN EXISTING POLE.

FOR REMOVAL INFO ONLY

PLAN VIEW

COUNTERWEIGHT DETAILS

ASSEMBLED FOLD-OVER MAST

STAND DETAIL

MAST DETAIL

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2021-07-22T06:09:58-0500

GREGORY K WERNER

2021-07-21T17:28:51-0500

Michelle Claire Sherman

TITLE SHEET AND DRAWING INDEX

HRL-D-DME17R-G003

r-g r-g lo tt e r-g lo tt e

GENERAL

CIVIL

DRAWING NUMBER TITLE

INDEX OF DRAWINGS

CONSTRUCTIONS AND SAFETY PLAN NOTES RUNWAY 17RHRL-D-DME17R-G005

ABBREVIATIONS, CALLOUTS AND SYMBOLS RUNWAY 17RHRL-D-DME17R-G004

TITLE SHEET AND DRAWING INDEX RUNWAY 17RHRL-D-DME17R-G003

FOLD-OVER MAST DETAILHRL-D-DME17R-C006

SHELTER LOCALIZER AND DMEL - RUNWAY 17RHRL-D-DME17R-C005

ANTENNA INSTALLATION DETAILS RUNWAY 17RHRL-D-DME17R-C004

SITE PLAN RUNWAY 17RHRL-D-DME17R-C003

VICINITY MAP

T OF TRANSPO

T A

IC

OF

STATES

IT

TM

EN

AVIA

LAR

TRAT

SI

NI

HARLINGEN, TEXAS

VALLEY ISLAND INTERNATIONAL AIRPORT

RUNWAY 17R LOCALIZER

DME TILT-DOWN POLE REPLACEMENT

PROJECT LOCATION

hrl-d-dme17r-g003

2021-07-22T06:07:38-0500

GREGORY K WERNER

2021-07-21T17:27:11-0500

Michelle Claire Sherman