LEV VORTAC (Final) - Drawings.pdf

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ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

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Department of Transportation Federal Aviation Administration

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

TERMINAL

9/12/2025 1508914

LEV - D - VORTAC - G001

COVER SHEET

LEEVILLE (LEV) VORTAC REPLACEMENT

J HALEC

J HALEC

W. STEVENS

LEEVILLE VORTAC

GRAND ISLE

LOUISIANA

LEV-VOR

Leeville (LEV) VORTAC Replacement Grand Isle, Louisiana

Final Design Submission September 12, 2025

KEY NORTH

ARROW

ELEVATION

DATUM

SECTION

GRAPHIC SCALE

DETAIL BOUNDARY

BREAK LINES

CENTER LINES

EXTERIOR

ELEVATION

COLUMN LINE GRID

DESIGNATION:

KEYNOTE (NUMBER

DESIGNATION)

A

0'-0"

FLOOR LEVEL

DETAIL NO.

SHEET. ON WHICH

DETAIL IS SHOWN

MAGNETIC NORTH

A1

A101

02 4 8134

SCALE: 1/4"=1'-0"

A1

A301

A101

SIM

PLAN NORTH/

PROJECT NORTH

EXISTING WORK

DEMOLISHED WORK

WORK

N

PROJECT

LOCATION

N

NEW

ORLEANS,

LA

PROJECT

LOCATION

N

ROUTE LA-1

LA-S

ACCESS

ROAD

PROJECT LOCATION:

FEDERAL AVIATION ADMINISTRATION

LEEVILLE (LEV) PBN VORTAC

LAFOURCHE PARISH, LA

REV. APPROVED

DATE

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SUBMITTER'S TITLE APPROVER'S TITLE

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DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

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B

C

D

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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GRAND ISLE LALEEVILLE (LEV) VORTAC

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

TERMINAL

9/12/2025 1508914

LEV - D - VORTAC - G002

INDEX OF DRAWINGS, GENERAL NOTES, LOCATION

MAP & BUILDING CODE ANALYSIS

LEEVILLE (LEV) VORTAC REPLACEMENT

J. HALEC

J. HALEC

W. STEVENS

LEEVILLE VORTAC

GRAND ISLE

LOUISIANA

Y Y WYE CONNECTION

YD YARD

INDEX OF DRAWINGS VICINITY MAP

LOCATION PLAN

E001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E002 ELECTRICAL SYMBOLS

E003 ELECTRICAL SITE PLAN

E004 ELECTRICAL SITE PLAN

E005 ELECTRICAL SITE PLAN

E101 ELECTRICAL OVERALL PLANS

E102 ELECTRICAL OVERALL PLANS

E111 ELECTRICAL LIGHTING PLANS

E121 ELECTRICAL POWER PLAN

E131 LIGHTNING PROTECTION AND GROUNDING PLANS

E132 LIGHTNING PROTECTION AND GROUNDING PLANS

E301 ELECTRICAL SECTIONS

E302 ELECTRICAL SECTIONS

E303 ELECTRICAL SECTIONS

E304 ELECTRICAL SECTIONS

E305 ELECTRICAL SECTIONS

E401 ELECTRICAL ENLARGED POWER PLANS

E402 ELECTRICAL ENLARGED POWER PLANS

E501 PANELBOARD SCHEDULES

E551 ELECTRICAL SCHEDULES

E601 ELECTRICAL DETAILS

E602 ELECTRICAL DETAILS

E603 ELECTRICAL DETAILS

E604 ELECTRICAL DETAILS

E605 ELECTRICAL DETAILS

E606 ELECTRICAL DETAILS

E607 ELECTRICAL DETAILS

E608 ELECTRICAL DETAILS

E801 ELECTRICAL POWER ONE-LINE DIAGRAM

E802 ELECTRICAL POWER SYSTEM GROUNDING DIAGRAM

E803 ELECTRICAL E/G AND ATS EQUIPMENT INTERCONNECT CONTROL DIAGRAM

E804 ELECTRICAL E/G AND ATS EQUIPMENT LAYOUT DIAGRAMS

E805 FACILITY SIGNAL REFERENCE STRUCTURE (SRS) - GROUNDING RISER DIAGRAM

E806 ELECTRICAL ERMS CONNECTION DIAGRAM

A101 OVERALL PLANS

A102 OVERALL PLANS

A110 EQUIPMENT SHELTER PLANS

A201 EXTERIOR ELEVATIONS AND EXTERIOR MATERIALS FINISH SCHEDULE

A202 EXTERIOR ELEVATIONS

A203 ENLARGED EXTERIOR ELEVATIONS AND EQUIPMENT SHELTER BUILDING SECTION

A225 INTERIOR ELEVATIONS

A301 ARCHITECTURAL STAIR PLANS, SECTION, AND DETAILS

A501 DOOR SCHEDULE AND DETAILS

A901 PERSPECTIVE VIEWS

C001 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

VF100 EXISTING CONDITIONS PLAN

VF101 EXISTING CONDITIONS PLAN

VF102 EXISTING CONDITIONS PLAN

VF103 EXISTING CONDITIONS PLAN

VF104 EXISTING CONDITIONS PLAN

CD100 DEMOLITION PLAN

CD101 EXISTING CONDITIONS AND DEMOLITION PLAN

CD102 EXISTING CONDITIONS AND DEMOLITION PLAN

CD103 EXISTING CONDITIONS AND DEMOLITION PLAN

CD104 EXISTING CONDITIONS AND DEMOLITION PLAN

C100 SITE PLAN

C101 SITE PLAN

C110 DIMENSIONING PLAN

C120 TRUCK MOVEMENT PLAN

C121 TRUCK MOVEMENT DETAILS

C200 GRADING PLAN

C400 PROFILES AND DETAILS

C500 UTILITY PLAN

C501 UTILITY PLAN

C502 UTILITY PLAN

C503 UTILITY PLAN

C504 UTILITY PLAN

CE100 EROSION AND SEDIMENT CONTROL PLAN PHASE I

CE110 EROSION AND SEDIMENT CONTROL PLAN PHASE II

CE500 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

G001 COVER SHEET

G002 INDEX OF DRAWINGS, GENERAL NOTES, LOCATION MAP & BUILDING CODE ANALYSIS

G003 GENERAL ABBREVIATIONS

G004 CONSTRUCTION STAGING NOTES

G005 CONSTRUCTION STAGING PLAN

G101 LIFE SAFETY PLAN

M001 HVAC LEGEND, ABBREVIATIONS, AND GENERAL NOTES

M002 HVAC SCHEDULES

M010 HVAC ENLARGED PLAN - FACILITY SHELTER PLATFORM

M020 HVAC SECTION VIEWS

M021 HVAC SEISMIC DETAILS

M022 HVAC SEISMIC DETAILS

M023 HVAC TYPICAL DETAILS

M024 HVAC TYPICAL DETAILS

M025 HVAC PROPANE TANK AND PIPING DETAILS

M026 ENGINE GENERATOR DETAILS

M030 HVAC CONTROLS - EQUIPMENT ROOM (AH-1/HP-1, AH-2/HP-2, EF-3)

M031 HVAC CONTROLS - E/G ROOM (EF-1, EF-2, EUH-1)

S-001 GENERAL STRUCTURAL NOTES

S-002 STRUCTURAL ABBREVIATIONS, SYMBOLS, LEGEND

S-003 LOAD PLANS

S-101 OVERALL PLANS

S-102 FOUNDATION PLAN

S-103 EQUIPMENT SHELTER PLATFORM FRAMING PLAN

S-104 COUNTERPOISE FRAMING PLAN

S-105 TACAN TILT DOWN PLAN AND SECTION

S-201 BRACING ELEVATIONS

S-202 BRACING ELEVATIONS

S-301 BUILDING SECTIONS

S-501 FOUNDATION DETAILS

S-502 STEEL DETAILS

S-541 EQUIPMENT SUPPORT DETAILS

S-551 STRUCTURAL DETAILS

S-901 3D VIEWS

DRAWING

NUMBER DRAWING TITLE

GENERAL

GENERALARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

CIVIL

GENERAL SYMBOLS LEGEND

DRAWING

NUMBER DRAWING TITLE

GENERAL NOTES BUILDING CODE ANALYSIS

APPLICABLE CODES AND

REGULATIONS

INTERNATIONAL BUILDING CODE (IBC), 2024 EDITION

INTERNATIONAL FIRE CODE, 2024 EDITION

INTERNATIONAL MECHANICAL CODE, 2024 EDITION

OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) INDUSTRY SAFETY & HEALTH STANDARDS

(29 CFR 1910 SUBPART D AND 1926 - CURRENT ISSUE)

NFPA 101 - LIFE SAFETY CODE, 2024 EDITION

NFPA 58, LIQUEFIED PETROLEUM GAS CODE, 2024 EDITION

NFPA 70 (NATIONAL ELECTRICAL CODE (NEC)), 2023 EDITION

NFPA 780, STANDARD FOR INSTALLATION OF LIGHTNING PROTECTION SYSTEMS, 2026 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2025 EDITION

NFPA 1142, STANDARD ON WATER SUPPLIES FOR SUBURBAN AND RURAL FIREFIGHTING, 2022 EDITION

OCCUPANCY

CLASSIFICATION

IBC: GROUP U

NFPA 101: SPECIAL PURPOSE INDUSTRIAL OCCUPANCY, OPEN STRUCTURE

CODE SUMMARY CONSTRUCTION TYPE: TYPE V

SPRINKLERED: NO

FIRE ALARM: NO

STORIES 1 (ACTUAL) / 2 (ALLOWABLE)

HEIGHT: 26FT (ACTUAL) / 55 FT (ALLOWABLE)

FLOOR AREA: 590 SQFT (ACTUAL) / 8,500 SQFT (ALLOWABLE)

MAX DEAD END: 50 FT (INDUSTRIAL)

EGRESS REQUIREMENTS MAX TRAVEL DISTANCE: 200FT (INDUSTRIAL, UNSPRINKLERED)

MAX TRAVEL DISTANCE: 200FT (OPEN STRUCTURE, SINGLE EXIT)

MAX COMMON PATH OF TRAVEL: 50FT (INDUSTRIAL)

MIN CLEAR WIDTH (EXIT DOOR): 32 INCHES

SEISMIC DESIGN CATEGORY C

A. DIMENSION LINES SHOWN ON ARCHITECTURAL SHEETS ARE FROM COLUMN

CENTER LINES AND FACE OF MASONRY, CONCRETE OR FINISHED FACE OF WALL,

UNLESS OTHERWISE NOTED.

B. CLEAN CONSTRUCTION AREAS DAILY. CONSTRUCTION DEBRIS & EQUIPMENT

MUST NOT BE LEFT IN OCCUPIED AREAS.

C. DO NOT SCALE DRAWINGS.

D. WORK IN CONFINED SPACES OR AREAS MUST BE DONE IN ACCORDANCE WITH

OSHA REQUIREMENTS, 29 CFR 1910.146 AND 1926.21(B)(6).

E. ROOM NAMES AND NUMBERS AS INDICATED ARE FOR PROJECT DOCUMENTATION

PURPOSES ONLY. COORDINATE WITH COR FINAL ROOM NAMES AND NUMBERS

FOR ANY ROOM SIGNAGE, BUILDING EQUIPMENT INTEGRATION OR OTHER

SYSTEM INTEGRATION WHICH RELIES ON ACTUAL FACILITY ROOM NAMES AND

NUMBERS.

F. COMPLY WITH RULES AND REGULATIONS FOR FEDERAL, STATE, COUNTY, AND

LOCAL MUNICIPALITIES, AND INCLUDING, BUT NOT LIMITED TO, OSHA AND

REGULATIONS CONCERNING PROJECT SAFETY.

G. REMOVE AND DISPOSE OF RUBBISH, TRASH, DEBRIS, ORGANIC AND DEMOLISHED

MATERIAL TO FACILITATE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS IN

A LEGAL MANNER. COORDINATE WITH CONSTRUCTION DOCUMENTS AND COR

FOR OBTAINING REQUIRED PERMITS.

H. DAMAGE TO EXISTING INFRASTRUCTURE AS A RESULT OF THE WORK MUST BE

REPAIRED/REPLACED TO THE SATISFACTION OF THE COR TO ENSURE THAT THE

WORK REMAINS ON SCHEDULE.

DATE

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JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

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B

C

D

E

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G

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7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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GRAND ISLE LALEEVILLE (LEV) VORTAC

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

TERMINAL

9/12/2025 1508914

LEV - D - VORTAC - G003

GENERAL ABBREVIATIONS

LEEVILLE (LEV) VORTAC REPLACEMENT

J HALEC

J HALEC

W. STEVENS

LEEVILLE VORTAC

GRAND ISLE

LOUISIANA

GENERAL ABBREVIATIONS

A A AMPERE, AIR, COMPRESSED AIR LINE

AA AIR COOLED

AAV AUTOMATIC AIR VENT

AC ALTERNATING CURRENT, ASPHALT CONCRETE, AIR

COMPRESSOR

ACC AIR COOLED LIQUID CHILLER

ACD ADDRESSABLE CONTROL DEVICE

ACF ACCESS FLOOR SYSTEM

ACM ASBESTOS CONTAINING MATERIAL

ACP ACOUSTICAL CEILING PANEL

ACT ACCESS CONTROL TERMINAL, ACOUSTICAL CEILING

TILE

ACU AIR CONDITIONING UNIT

A/C AIR CONDITIONING

AD AREA DRAIN, ACCESS DOOR

ADJ ADJACENT, ADJUSTABLE

ADR ACCESS DOOR

ADTN ADMINISTRATIVE DATA TRANSMISSION NETWORK

AED AUTOMATED EXTERNAL DEFIBRILLATOR

AF AMPERE FRAME, AIR FLOW SENSOR

AFF ABOVE FINISH FLOOR

AFMS AIR FLOW MEASURING STATION

AH AIR HANDLING UNIT

AHU AIR HANDLING UNIT

AIC AMPERES INTERRUPTING CAPACITY

AID ADDRESSABLE INTERFACE DEVICE

AIF AIR INTAKE FILTER

AL ALUMINUM

ALT ALTERNATE

AM AMP METER

AMM AMMETER

ANN ANNUNCIATOR

AO ANALOG OUTPUT

AP ANNUNCIATOR POINT

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

ARCH ARCHITECT(URAL)

ARTCC AIR ROUTE TRAFFIC CONTROL CENTER

ARTS AUTOMATED RADAR TERMINAL SYSTEM

AS AIR SEPARATOR

ASSY ASSEMBLY

AT AMPERE TRIP, AIR TRAFFIC

ATB AIR TERMINAL BOX

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AV ACID VENT

AVG AVERAGE

AWG AMERICAN WIRE GUAGE

AWP ACOUSTICAL WALL PANEL

AWR AUTOMATION WING REHABILITATION

& AND

@ AT

B B BOILER, BUILDING

BAT CHR BATTERY CHARGER

BC BARE COPPER

BD BOARD, BACK-DRAFT DAMPER, BLOWDOWN

BEL BELOW

BF BLIND FLANGE

BFP BACK FLOW PREVENTER

BFV BUTTERFLY VALVE

BFW BOILER FEED WATER

BHP BRAKE HORSE POWER

BKR BREAKER

BLDG BUILDING

BLKG BLOCKING

BLO BLOWER

BLV BALANCING VALVE

BM BENCH MARK, BEAM

BOCA BUILDING OFFICIALS AND CODE ADMINISTRATORS

INTERNATIONAL, INC

BOD BOTTOM OF DUCT, BASIS OF DESIGN

BOP BOTTOM OF PIPE

BOT, BOTT BOTTOM

BPU BREAKER PROGRAMMING UNIT

BRG BEARING

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTU/H BRITISH THERMAL UNIT PER HOUR

BV BALL VALVE

BWP BACK WATER PREVENTER

BWV BACK WATER VALVE

C C CONDUIT

CA COMBUSTION AIR

CAB CABINET

CB CIRBUIT BREAKER

CC COOLING COIL

CCMS CENTRAL CONTROL AND MONITORING SYSTEM

CD CONTROL DAMPER, CEILING DIFFUSER,

CONDENSATE DRAIN

CENT CENTRIFUGAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FOOT

CG CEILING GRILLE

CH CHILLER

CI CURB INLET, CAST IRON

CIP CAST IRON PIPE, CAST IN PLACE

CIR CIRCULATING

CKT CIRCUIT

CL CENTER LINE

CLF CURRENT LIMITING FUSE

CLG CEILING

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMB COMBINATION, COMBINE, COMBUSTION AIR

COMM COMMUNICATIONS

COMP COMPRESSIBLE, COMPRESSED

CONC CONCRETE

COND CONDITION, CONDENSATE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICERS REPRESENTATIVE

CP CONTROL PANEL, CIRCULATING PUMP

CPC CRITICAL POWER CENTER

CPDS CRITICAL POWER DISTRIBUTION SYSTEM

CPT CARPET

CPU CENTRAL PROCESSING UNIT

CR CEILING REGISTER, CONTROL RELAY

CRAC COMPUTER ROOM AIR CONDITIONING UNIT

CRAH COMPUTER ROOM AIR HANDLING UNIT

CRU COMPUTER ROOM UNIT

CS CONTROL SWITCH

CT CABLE TRAY, COOLING TOWER

CTR CENTER, COOLING TOWER WATER RETURN

CTS COOLING TOWER WATER SUPPLY

CU CONDENSING UNIT

CW DOMESTIC COLD WATER

CWR CHILLER WATER RETURN

CWS CHILLER WATER SUPPLY

CWV COMBINATION WASTE AND VENT

CU CONDENSING UNIT

CV CONTROL VALVE, CONSTANT VOLUME TERMINAL

CYD CUBIC YARD

D D DRAIN, DELTA CONNECTION, DIFFUSER, DAMPER

DB DIRECT BURIAL, DRY BULB

DBL DOUBLE

DC DIRECT CURRENT

DDCP DIRECT DIGITAL CONTROL PANEL

DEG DEGREE(S)

DET DETAIL

DGP DATA GATHERING PANEL

DI DROP INLET, DAMPER POSITION INDICATOR, DIGITAL

INPUT

DIA DIAMETER

DIAG DIAGONAL

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DL DEAD LOAD

DM DEMAND METER

DN DOWN

DO DIGITAL OUTPUT

DOM DOMESTIC

DP DUSTPROOF PARTITION, DIFFERENTIAL PRESSURE

SWITCH

DPDT DOUBLE POLE DOUBLE THROW

DPNL DISTRIBUTION PANEL

DPST DOUBLE POLE SINGLE THROW

DR DOOR

DWG(S) DRAWING(S)

E EA EACH, EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECP ENGINE CONTROL PANEL

EDAM ELECTRICAL DATA ACQUISITION AND MONITORING

EF EXHAUST FAN

EFF EFFICIENCY

EG ENGINE GENERATOR, EXHAUST GRILLE

EH ELECTRIC HEATER

EHC ELECTRIC HEATING COIL

EL, ELEV ELEVATION, ELEVATOR

ELEC ELECTRIC(AL)

EMD ESTIMATED MAXIMUM DEMAND

EMERG EMERGENCY

EMT ELECTRICAL METAL TUBING

ENT, ENTR ENTRANCE

EP EXHAUST PIPE

EPMS ELECTRICAL POWER MONITORING SYSTEM

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ERMS ENVIRONMENTAL REMOTE MONITORING SYSTEM

ES EXHAUST SILENCER

ET ELECTRIC HEAT TRACE

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXIST, EX EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

EW EYEWASH

F F FILTER, FIRE LINE

FA FAN COOLED

FAA FEDERAL AVIATION ADMINISTRATION

FC FAN COIL UNIT

FCO FLOOR CLEANOUT

FCV FLOW CONTROL VALVE

FD FIRE DAMPER OR FLOOR DRAIN

FD/SD COMBINATION FIRE AND SMOKE DAMPER

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEPC FRONT END PERSONAL COMPUTER

FFE FINISHED FLOOR ELEVATION

FHC FIRE HOSE CABINET

FI FLANGE INSULATION, FLOW INDICATOR

FIN FINISH

FIX, FIXT FIXTURE

FL, FLR FLOOR

FLA FULL LOAD AMPERES

FLEX FLEXIBLE DUCT

FLG FLANGE

FLUOR FLUORESCENT

FM FLOW METER, FIRE MAIN

FO FIBER OPTIC

FOL FUEL OIL LEVEL

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FIBER OPTIC TERMINAL

FOV FUEL OIL VENT

FPM FEET PER MINUTE

FPU FIELD PROGRAMMING UNIT

FRP FIBER GLASS REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FS FLOW SWITCH

FT, ' FEET

FTR FINNED TUBE RADIATION

FV FULL VOLTAGE

FZ FREEZESTAT

G G GAS

GA GAGE, GAUGE

GALV GALVANIZED

GEN GENERATOR

GFE GOVERNMENT FURNISHED EQUIPMENT

GFM GOVERNMENT FURNISHED MATERIAL

GL GLASS

GND GROUND, GROUND CONNECTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRILLE

GRV GRAVITY VENT

GS GAS SENSOR

GV GATE VALVE

GW GLYCOL WASTE

GWB GPYSUM WALLBOARD

GWH GAS WATER HEATER

H H HUMIDISTAT

HAZMAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HEATING COIL

HCS HOST COMPUTER ROOM

HDW HARDWARE

HE HEAT EXCHANGER

HERM HERMETIC

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSE POWER, HEAT PUMP, HIGH PRESSURE

HPL HIGH PRESSURE LAMINATE

HPS HIGH PRESSURE SODIUM, HIGH PRESSURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH, HUMIDITY SENSOR

HT HEIGHT

HTG HEATING

HTP HOT TAP (W/ STOPPLE FITTING)

HTR HEATER

HU HUMIDIFIER

HVAC HEATING/VENTILATING/AIR CONDITIONING

HW DOMESTIC HOT WATER

HWL HIGH WATER LEVEL

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HZ HERTZ

HWY HIGHWAY

I IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IEWH INSTANTANEOUS ELECTRIC WATER HEATER

IF INSIDE FACE, INTERNAL FILTER

IN, " INCH

INST INSTRUMENTATION

INSUL INSULATION

INT INTERIOR

INT'L INTERNATIONAL

INV INVERT

ITEA INFORMATION TECHNOLOGY EQUIPMENT AREA

ITER INFORMATION TECHNOLOGY EQUIPMENT ROOM

J J JUNCTION

JB JUNCTION BOX

JC JANITOR'S CLOSET

K KCMIL THOUSAND CIRCULAR MILS

KVA KILOVOLT AMPERE

KW KILOWATTS

L LAN LOCAL AREA NETWORK

LBS, # POUNDS

LCC LEAD CONTAINING COATING

LCP LOCAL CONTROL PANEL

LCV LEVEL CONTROL VALVE

LF LINEAR FEET

LG LEVEL GAUGE

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LPS LOW PRESSURE STEAM

LS LEVEL SWITCH

LT LIGHT

LTG LIGHTING

M M MOTOR

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MECH MECHANICAL

MET METAL

MFG(R) MANUFACTURER

MG MOTOR GENERATOR

MIL MILLIMETER

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFICATION

MS MOISTURE SENSOR

MTG MOUNTING, MOUNTED

N N/A NOT APPLICABLE

NAM NEGATIVE AIR MACHINE

NARACS NATIONAL RADIO COMMUNICATIONS SYSTEM

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO, # NUMBER

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

O OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER, OPEN DRAIN

OF OUTSIDE FACE

OFD OVERFLOW ROOF DRAIN

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

OSW OPERATIONS SUPPORT WING

P P PUMP, PHASE, POLE

PACM PRESSUMED ASBESTOS CONTAINING MATERIAL

PBX PRIVATE BRANCH EXCHANGE

PC PRESSURE CONTROL SWITCH

PCB POLYCHLORINATED BIPHENYLS

PCF POUNDS PER CUBIC FOOT

PD PRESSURE DIFFERENTIAL

PDI PRESSURE DIFFERENTIAL INDICATOR

PDS PRESSURE DIFFERENTIAL SENSOR

PH PHASE

PHC PREHEAT COIL

PI POINT OF INTERSECTION, PRESSURE INDICATOR

PIV POST INDICATOR VALVE

PL PROPERTY LINE, PLATE

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAR FOOT

PNL PANEL

POC POINT OF CONNECTION

PRV PRESSURE REDUCING VALVE

PS PRESSURE SENSOR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSM POWER SYSTEMS MODIFICATION

PT PAINT, POINT OF TANGENCY

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVDS PORTABLE VISUAL DISPLAY SYSTEM

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

R R RISER, RADIUS

RA RETURN AIR

RAD RADIUS

RCP REFLECTED CEILING PLAN

RCRA RESOURCE CONSERVATION AND RECOVERY ACT

RD ROOF DRAIN

RECEPT, RPTS RECEPTACLE

REF REFERENCE

REG REGISTER

REINF REINFORCING

REQ'D REQUIRED

REV REVERSE, REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

RV REFRIGERANT VENT

S S SMOKE DETECTOR

SA SUPPLY AIR

SAN SANITARY

SAP SOUND ABSORBING PANEL

SCH, SCHED SCHEDULE

SCWD SOLID CORE WOOD

SD SMOKE DAMPER

SEC SECTION

SF SUPPLY FAN, SQUARE FEET

SHT SHEET

SIG SIGNAL

SIM SIMILAR

SM SPRINKLER MAIN

SP SUMP PUMP/SEWAGE PUMP, STATIC PRESSURE

INDICATOR

SPEC SPECIFICATIONS

SQ SQUARE

SRF SAFETY RUBBER FLOOR TILE

SRGG SIGNAL REFERENCE GROUND GRID

SRS SIGNAL REFERENCE STRUCTURE

SSDI SECURITY SYSTEMS DESIGN AND INTEGRATION

SSTL, SS STAINLESS STEEL

ST STEAM, STREET

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STE STANDARD TAPERED END

STGP SIGNAL TRANSPORT GROUND PLANE

STL STEEL

STOR STORAGE

STRUC STRUCTURAL, STRUCTURE

SUCT SUCTION

SUSP SUSPENDED

SW SWITCH

SYM SYMMETRICAL

T T THERMOSTAT, TREAD

TBD TO BE DETERMINED

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TEMPERATURE CONTROL SWITCH

TELCO TELECOMMUNICATION, TELEPHONE COMPANY LINE

TEMP TEMPERATURE

TI TEMPERATURE INDICATOR

TIC TEMPERATURE INDICATING CONTROLLER

TK TANK

TM&O TELECOMMUNICATIONS MANAGEMENT AND

OPERATIONS

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TRACON TERMINAL RADAR APPROACH CONTROL FACILITY

TRANS TRANSVERSE

TS TEMPERATURE SENSOR, TAMPER SWITCH

TYP TYPICAL

U UBC UNIFORM BUILDING CODE

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES, INC.

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SYSTEM

UTIL UTILITY

UV UNIT VENTILATOR

V V VOLT

VAT VINYL ASBESTOS TILE

VAV VARIABLE VOLUME TERMINAL

VB VINYL BASE

VBT VINYL BASE & TRIM COMPONENTS

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VERT VERTICAL

VF VERTICAL FEET, VENTILATION FAN

VFD VARIABLE FREQUENCY DRIVE

VGWB VINYL SURFACED GYPSUM WALL BOARD

VIF VERIFY IN FIELD

VORTAC VHF OMNIDIRECTIONAL RANGE TACTICAL AIR

NAVIGATION

VP VELOCITY PRESSURE, VACUUM PRODUCER

VS VIBRATION SWITCH

W W WATT

W/ WITH

WD WOOD

WG WATER GAGE

WJHTC WILLIAM J. HUGHES TECHNICAL CENTER

W/O WITHOUT

WP WEATHERPROOF

WT WEIGHT

X XFER, XFR TRANSFER

XFMR TRANSFORMER

Y Y WYE CONNECTION

YD YARD

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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A

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8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - G004

CONSTRUCTION STAGING NOTES

CONSTRUCTION SEQUENCE

DEVELOP RISK MITIGATION PLAN TO ACCOMMODATE REMOVING AND PROVIDING EQUIPMENT AS PART OF THE WORK. COORDINATE FINAL PLAN REQUIREMENTS WITH COR. RISK MITIGATION PLAN MUST AT A MINIMUM

ADDRESS PROTECTION OF ENVIRONMENTALLY SENSITIVE AREAS AND WETLANDS.

RISK MITIGATION PLAN MUST IDENTIFY AND DOCUMENT RISKS/HAZARDS POSED BY THE WORK AND IDENTIFY ACTION REQUIRED TO REDUCE THE RISK. THE PLAN MUST INCLUDE DAILY CONSTRUCTION BRIEFINGS WITH THE

COR AND REGULAR INSPECTIONS.

GENERAL

A. CONTRACTOR PARKING

A.1. LIMITED ONSITE PARKING ON-SITE IS AVAILABLE AND MUST BE COORDINATED WITH COR PRIOR TO

ANY CONSTRUCTION.

B. CONSTRUCTION MATERIAL STORAGE

B.1. PROVIDE ON SITE AND OFF-SITE CONSTRUCTION STORAGE AND STAGING AREAS.

B.2. STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE IS LIMITED TO THE CONSTRUCTION STAGING AREA. MATERIALS MUST BE NEATLY STORED AND PROTECTED. DO NOT DIG WITHOUT PRIOR

PERMISSION FROM COR.

B.3. ANY FLUID SPILLS MUST BE IMMEDIATELY CONTAINED AND PROPERLY CLEANED UP AND DISPOSED OF. AT PROJECT COMPLETION, ANY SPILLS, OR OTHER DEBRIS MUST BE PROPERLY REMOVED AND

DISPOSED OF AND AREA RETURNED TO PRE-CONSTRUCTION CONDITIONS.

C. CONSTRUCTION DEBRIS

C.1. PROVIDE ENCLOSED DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS. AREAS AROUND

DUMPSTERS MUST BE KEPT CLEAN AND FREE OF EXCESS DEBRIS AND DUST DURING

CONSTRUCTION. DEBRIS MUST BE REMOVED DAILY. PROVIDE SEPARATE DUMPSTER, IF REQUIRED, FOR ABATEMENT MATERIAL. QUANTITY AND POSITION OF DUMPSTERS MUST BE COORDINATED WITH

THE COR PRIOR TO THEIR DELIVERY AND PLACEMENT.

D. CONSTRUCTION TOILET FACILITIES

D.1. PROVIDE ONE PORTABLE CHEMICAL TOILET PER EVERY 20 WORKERS AT THE TEMPORARY

CONSTRUCTION STAGING AREA. COORDINATE WITH THE COR FOR SCHEDULING OF SERVICE.

D.2. PROVIDE ONE PORTABLE HAND WASHING STATION PER EVERY 20 WORKERS AT THE TEMPORARY

CONSTRUCTION STAGING AREA. COORDINATE WITH THE COR FOR SCHEDULING OF SERVICE.

GENERAL CONSTRUCTION STAGING NOTES

PADILLM4

Stamp

MATCHLINE A8/G005

MATCHLINE A6/G005

MATCHLINE A8/G005

MATCHLINE A6/G005

MATCHLINE A8/G005

MATCHLINE A6/G005

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

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F

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A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - G005

CONSTRUCTION STAGING PLAN

FEET

Scale: 1 INCH = 20 FEET

40200 10

HATCH LEGEND

CONSTRUCTION STAGING AREA

PORTABLE ELECTRIC GENERATOR

G005

A8 CONSTRUCTION STAGING PLAN

1" = 20'

KEY MAP

FEET

Scale: 1 INCH = 20 FEET

40200 10 G005

A6 CONSTRUCTION STAGING PLAN

1" = 20'

GENERAL SHEET NOTES

A. REFER SHEET C001 FOR CIVIL LINETYPE LEGEND AND

ABBREVIATIONS.

N

NN

LIFE SAFETY SYMBOLS:

TD = #FT

OCCUPANT LOAD:

TRAVEL DISTANCE (MAX: 200 FT)

COMMON PATH OF TRAVEL (MAX: 50 FT)

1-HOUR FIRE RATED BARRIER

X Y

W

Z

CP = #FT

OCCUPANT LOAD TABLE

EXIT CAPACITY:

W = EXIT CAPACITY FACTOR (IN/PERSON)

X = OCCUPANTS USING EXIT (PERSONS)

Y = EXIT CAPACITY (PERSONS)

Z = EXIT CLEAR WIDTH (IN)

001 EQUIPMENT ROOM 320 STORAGE 500 1

# ROOM NAME

AREA

(SQ. FT) OCCUPANCY

LOAD FACTOR

(SQ. FT/OCC)

OCC.

LOAD

002 GENERATOR ROOM STORAGE 500 1191

TOTAL 2

A. REFER TO SHEET G-002 FOR LIST OF APPLICABLE CODES AND STANDARDS, AND DETAILS ON

BUILDING CONSTRUCTION.

B. INDUSTRIAL OCCUPANCY (NEW, NONSPRINKLERED)

a. MAX TRAVEL DISTANCE 200 FEET

b. MAX COMMON PATH OF TRAVEL 50 FEET

c. MAX DEAD END 50 FEET

C. OPEN STRUCTURE (NFPA 101, SECTION 11.2)

a. MAX TRAVEL DISTANCE (SINGLE EXIT): 200 FEET

F

F

E

E

D

D

C

C

B

B

A

A

CP = 33FT

EQUIPMENT ROOM

ELECTRIC-GENERATOR

ROOM

TD = 100FT

10' - 1"

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

A

B

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D

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H

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8 7 6 5 4 3 2 1

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B

C

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FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

PL

O

T D

AT

E/

TI

M

E:

9/

8/

0:

:4

AM

GRAND ISLE LALEEVILLE (LEV) VORTAC

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

TERMINAL

09/12/2025 1508914

LEV - D - VORTAC - G101

LIFE SAFETY PLAN

LEV - VOR

LEEVILLE PBN VORTAC REPLACEMENT

J. WATKINS

J. WATKINS

E. SNIDER

LEEVILLE VORTAC

GRAND ISLE LOUISIANA

1 EGRESS REQUIREMENTS FOR EQUIPMENT ENCLOSURE ARE DESIGNED TO COMPLY WITH NFPA

101, CHAPTER 40 FOR SPECIAL-PURPOSE INDUSTRIAL OCCUPANCIES.

2 EGRESS REQUIREMENTS FOR THE OPEN ELEVATED PLATFORM ONCE OCCUPANTS HAVE

EXITED THE BUILDING ENCLOSURE ARE DESIGNED TO COMPLY WITH NFPA 101, SECTION 11.2

FOR OPEN STRUCTURES, WHICH ALLOW FOR A SINGLE MEANS OF EGRESS WITHIN 200 FEET

FOR STRUCUTRES OCCUPIED BY 3 OR FEWER PERSONS.

3 1000 GALLON PROPANE STORAGE TANK. SEPARATION DISTANCE REQUIREMENTS TO THE

FACILITY DO NOT APPLY BASED ON NFPA 58 DEFINITION OF "NEAREST IMPORTANT BUILDING".

- 1/4" = 1'-0"

A8 LIFE SAFETY PLAN

G101

LIFE SAFETY CODE ANALYSIS

SHEET NOTES

02 4 8134

SCALE: 1/4"=1'-0"

N

GENERAL CONSTRUCTION NOTES

1. OBTAIN WRITTEN APPROVAL FROM THE COR FOR DEVIATIONS FROM THESE DOCUMENTS.

2. PERFORM WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES.

NOTIFY THE COR IMMEDIATELY IF THERE IS CONFLICT BETWEEN THE APPLICABLE ORDINANCES AND THE

CONTRACT WORK.

3. STAGING AND LAYDOWN AREA WILL BE COORDINATED DURING THE PRE-CONSTRUCTION MEETING.

4. USE ESTABLISHED ROADWAYS AND OBSERVE APPLICABLE WEIGHT RESTRICTIONS FOR VEHICLES AND/OR

ROADWAYS.

5. MAINTAIN TRAFFIC AND USAGE OF THE EXISTING ROADWAYS ADJACENT TO THE PROJECT. SUBMIT A TRAFFIC CONTROL PLAN TO THE COR A MINIMUM OF 30 DAYS PRIOR TO PROPOSED LANE CLOSURES OR WORK WITHIN THE EXISTING ROADWAYS. MAINTAIN EMERGENCY VEHICLE ACCESS AND ROUTES AT ALL TIMES FOR THE

DURATION OF THE PROJECT.

6. PROVIDE TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD) REQUIREMENTS AND ANY LOCAL REQUIREMENTS.

7. DESIGN TEMPORARY CONSTRUCTION STRUCTURES SUCH AS SHEETING AND SHORING FOR EXCAVATIONS.

PROVIDE DESIGN CALCULATIONS AND DRAWINGS SHOWING THE LOCATIONS AND CONSTRUCTION DETAILS OF SAID TEMPORARY STRUCTURES PROPOSED. DOCUMENTS MUST BE PREPARED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN LOUISIANA.

8. NO DISTURBANCE IS ALLOWED BEYOND THE LIMITS OF DISTURBANCE INDICATED.

9. DISTURBANCE OUTSIDE OF THE EXISTING GRAVEL ARE CONSIDERED IMPACTS TO WETLANDS.

10. MAXIMUM SLOPE OF DISTURBED AND RESTORED AREAS IS 3:1.

11. UPON COMPLETION OF CONSTRUCTION OF THE PROJECT, THE PROJECT AREA MUST BE FREE OF DEBRIS AND UNUSED MATERIAL. DAMAGED CAUSED BY CONSTRUCTION ACTIVITIES MUST BE RESTORED TO MEET OR EXCEED THE ORIGINAL EXISTING CONDITION TO THE SATISFACTION OF THE COR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

LEV - D - VORTAC - C001

CIVIL ABBREVIATIONS

A

AC ACRES

ASPH ASPHALT

C

CF CUBIC FOOT

E

E EASTING

EMH ELECTRICAL MANHOLE

ETR EXISTING TO REMAIN

EX EXISTING

F

FD FOUNDATION DRAIN

FOUN FOUNDATION

FO FIBER OPTIC LINE

FOC FIBER OPTIC CONDUIT

H

HP HIGH POINT

L

LAT LATERAL

LOD LIMITS OF DISTURBANCE

M

MG MATCH EXISTING GRADE

N

N NORTHING

P

PROP PROPOSED

S

SW SIDEWALK

SQFT SQUARE FOOT

T

TP# TEST PIT

TS TOP OF SLAB

U

UNDG UNDERGROUND

UNK UNKNOWN

V

VP VIEWPORT

GENERAL NOTES, LEGEND, AND ABBREVIATIONS

MAT FOUNDATION

UNDERGROUND ELECTRIC

UNDERGROUND TELECOMMUNICATION

FIBER OPTIC

FIBER OPTIC CONDUIT

FIBER OPTIC CONDUIT VAULT

LIMITS OF WORK (LOW)

LIMITS OF DISTURBANCE (LOD)

EDGE OF GRAVEL AND GRAVEL ROAD

EDGE OF GRAVEL SHOULDER

EDGE OF WATER

EDGE OF ASPHALT PAVEMENT

SILT FENCE

CONSTRUCTION ENTRANCE

CONCRETE

CONTOUR

RETAINING WALL

EXISTING PROPOSED

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

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A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

SITE PLAN LEGEND

CONCRETE FOUNDATION PAD, SEE STRUCTURAL PLANS

FOR DETAILS

GRAVEL RESURFACING

FULL DEPTH GRAVEL ACCESS ROAD

SLOPE STABILITY BLANKET

RIPRAP

LIMITS OF UNDERGROUND POWER REMOVAL

LIMITS OF FIBER OPTIC REMOVAL

DEMOLITION PLAN LEGENDDEMOLITION LEGEND

LIMITS DEMOLITION FOR UTILITY INSTALLATION

UTILITY PLAN LEGEND

LIMITS OF DIRECTIONAL BORING

MATCHLINE A8/VF100

MATCHLINE A6/VF100

M

ATC

H

LIN

E A6/VF100

M

ATC

H

LIN

E F8/VF102

MATCHLINE A8/VF100

MATCHLINE A6/VF100

MATCHLINE A6/VF100

MATCHLINE A8/VF101

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - VF100

EXISTING CONDITIONS PLAN

VF100

A8 EXISTING CONDITIONS PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

VF100

A6 EXISTING CONDITIONS PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

SURVEY NOTES

A. PROPERTY OWNER: BOUZIGARD, TEENA MARIE PLAISANCE & OTHERS WITH

PARCEL ID OF 0102565900.

B. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988.

C. MERIDIAN AND COORDINATES REFER TO LOUISIANA STATE PLANE, NAD N83,

LOUISIANA SOUTH ZONE AND ARE BASED ON GPS OBSERVATIONS. OBTAINED BY

LOUISIANA STATE UNIVERSITY ENGINEERING DEPARTMENT. WITH C4GNET.XYZ

REAL-TIME NETWORK RTCM3.2 RTK.

D. THIS PLAN IS BASED UPON SURVEY INFORMATION PROVIDED BY A FIELD

SURVEY PREPARED BY TECTONIC ENGINEERING CONSULTANTS AND

GEOLOGISTS & AND LAND SURVEYORS COMPLETED ON 11/27/2023 AND OTHER

REFERENCE MATERIALS LISTED BELOW.

E. EXISTING UNDERGROUND UTILITIES WERE NOT LOCATED IN THE FIELD BY THIS

SURVEY.

F. THE SITE FALLS WITHIN FLOOD ZONE "A13" WITH A BASE FLOOD ELEVATION OF

11' AS PER THE NATIONAL FLOOD INSURANCE RATE MAP FOR THE LAFOURSHE

PARISH, STATE OF LOUISIANA, COMMUNITY PANEL NO # 225202-0850 D,

EFFECTIVE DATE OF MAY 4, 1992. THIS DETERMINATION IS BASED ON SCALED

MAP LOCATION AND GRAPHIC PLOTTING.

G. WETLANDS HAVE NOT BEEN LOCATED OR SHOWN AS PART OF THIS FIELD

SURVEY.

H. REFERENCE: TROPICAL STORM NATE ROAD RECONSTRUCTION ACCESS ROAD

IMPROVEMENTS PLANS DATED 05/06/2022.

N

KEY PLAN

N

MATCHLINE A6/VF100

MATCHLINE A8/VF101

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - VF101

EXISTING CONDITIONS PLAN

VF101

A8 EXISTING CONDITIONS PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

SURVEY NOTES

A. PROPERTY OWNER: BOUZIGARD, TEENA MARIE PLAISANCE & OTHERS WITH

PARCEL ID OF 0102565900.

B. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988.

C. MERIDIAN AND COORDINATES REFER TO LOUISIANA STATE PLANE, NAD N83,

LOUISIANA SOUTH ZONE AND ARE BASED ON GPS OBSERVATIONS. OBTAINED BY

LOUISIANA STATE UNIVERSITY ENGINEERING DEPARTMENT. WITH C4GNET.XYZ

REAL-TIME NETWORK RTCM3.2 RTK.

D. THIS PLAN IS BASED UPON SURVEY INFORMATION PROVIDED BY A FIELD

SURVEY PREPARED BY TECTONIC ENGINEERING CONSULTANTS AND

GEOLOGISTS & AND LAND SURVEYORS COMPLETED ON 11/27/2023 AND OTHER

REFERENCE MATERIALS LISTED BELOW.

E. EXISTING UNDERGROUND UTILITIES WERE NOT LOCATED IN THE FIELD BY THIS

SURVEY.

F. THE SITE FALLS WITHIN FLOOD ZONE "A13" WITH A BASE FLOOD ELEVATION OF

11' AS PER THE NATIONAL FLOOD INSURANCE RATE MAP FOR THE LAFOURSHE

PARISH, STATE OF LOUISIANA, COMMUNITY PANEL NO # 225202-0850 D,

EFFECTIVE DATE OF MAY 4, 1992. THIS DETERMINATION IS BASED ON SCALED

MAP LOCATION AND GRAPHIC PLOTTING.

G. WETLANDS HAVE NOT BEEN LOCATED OR SHOWN AS PART OF THIS FIELD

SURVEY.

H. REFERENCE: TROPICAL STORM NATE ROAD RECONSTRUCTION ACCESS ROAD

IMPROVEMENTS PLANS DATED 05/06/2022.

KEY PLAN

N

M

ATC

H

LIN

E F8/VF102

M

ATC

H

LIN

E B8/VF102

M

ATC

H

LIN

E B8/VF102

M

ATC

H

LIN

E F8/VF103

M

ATC

H

LIN

E A6/VF100

M

ATC

H

LIN

E F8/VF102

M

ATCHLINE F8/VF102

M

ATCHLINE B8/VF102

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - VF102

EXISTING CONDITIONS PLAN

SURVEY NOTES

A. PROPERTY OWNER: BOUZIGARD, TEENA MARIE PLAISANCE & OTHERS WITH

PARCEL ID OF 0102565900.

B. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988.

C. MERIDIAN AND COORDINATES REFER TO LOUISIANA STATE PLANE, NAD N83,

LOUISIANA SOUTH ZONE AND ARE BASED ON GPS OBSERVATIONS. OBTAINED BY

LOUISIANA STATE UNIVERSITY ENGINEERING DEPARTMENT. WITH C4GNET.XYZ

REAL-TIME NETWORK RTCM3.2 RTK.

D. THIS PLAN IS BASED UPON SURVEY INFORMATION PROVIDED BY A FIELD

SURVEY PREPARED BY TECTONIC ENGINEERING CONSULTANTS AND

GEOLOGISTS & AND LAND SURVEYORS COMPLETED ON 11/27/2023 AND OTHER

REFERENCE MATERIALS LISTED BELOW.

E. EXISTING UNDERGROUND UTILITIES WERE NOT LOCATED IN THE FIELD BY THIS

SURVEY.

F. THE SITE FALLS WITHIN FLOOD ZONE "A13" WITH A BASE FLOOD ELEVATION OF

11' AS PER THE NATIONAL FLOOD INSURANCE RATE MAP FOR THE LAFOURSHE

PARISH, STATE OF LOUISIANA, COMMUNITY PANEL NO # 225202-0850 D,

EFFECTIVE DATE OF MAY 4, 1992. THIS DETERMINATION IS BASED ON SCALED

MAP LOCATION AND GRAPHIC PLOTTING.

G. WETLANDS HAVE NOT BEEN LOCATED OR SHOWN AS PART OF THIS FIELD

SURVEY.

H. REFERENCE: TROPICAL STORM NATE ROAD RECONSTRUCTION ACCESS ROAD

IMPROVEMENTS PLANS DATED 05/06/2022.

KEY PLAN

N

VF102

F8 EXISTING CONDITIONS PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

VF102

B8 EXISTING CONDITIONS PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

H

LIN

E B8/VF102

M

ATC

H

LIN

E F8/VF103

M

ATC

H

LIN

E F8/VF103

M

ATC

H

LIN

E B8/VF103

M

ATCHLINE F8/VF103

M

ATCHLINE B8/VF103

M

ATCHLINE B8/VF103

M

ATCHLINE F8/VF104

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - VF103

EXISTING CONDITIONS PLAN

SURVEY NOTES

A. PROPERTY OWNER: BOUZIGARD, TEENA MARIE PLAISANCE & OTHERS WITH

PARCEL ID OF 0102565900.

B. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988.

C. MERIDIAN AND COORDINATES REFER TO LOUISIANA STATE PLANE, NAD N83,

LOUISIANA SOUTH ZONE AND ARE BASED ON GPS OBSERVATIONS. OBTAINED BY

LOUISIANA STATE UNIVERSITY ENGINEERING DEPARTMENT. WITH C4GNET.XYZ

REAL-TIME NETWORK RTCM3.2 RTK.

D. THIS PLAN IS BASED UPON SURVEY INFORMATION PROVIDED BY A FIELD

SURVEY PREPARED BY TECTONIC ENGINEERING CONSULTANTS AND

GEOLOGISTS & AND LAND SURVEYORS COMPLETED ON 11/27/2023 AND OTHER

REFERENCE MATERIALS LISTED BELOW.

E. EXISTING UNDERGROUND UTILITIES WERE NOT LOCATED IN THE FIELD BY THIS

SURVEY.

F. THE SITE FALLS WITHIN FLOOD ZONE "A13" WITH A BASE FLOOD ELEVATION OF

11' AS PER THE NATIONAL FLOOD INSURANCE RATE MAP FOR THE LAFOURSHE

PARISH, STATE OF LOUISIANA, COMMUNITY PANEL NO # 225202-0850 D,

EFFECTIVE DATE OF MAY 4, 1992. THIS DETERMINATION IS BASED ON SCALED

MAP LOCATION AND GRAPHIC PLOTTING.

G. WETLANDS HAVE NOT BEEN LOCATED OR SHOWN AS PART OF THIS FIELD

SURVEY.

H. REFERENCE: TROPICAL STORM NATE ROAD RECONSTRUCTION ACCESS ROAD

IMPROVEMENTS PLANS DATED 05/06/2022.

KEY PLAN

N

VF103

B8 EXISTING CONDITIONS PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

VF103

F8 EXISTING CONDITIONS PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

H

LIN

E B8/VF103

M

ATC

H

LIN

E F8/VF104

M

ATCHLINE F8/VF104

M

ATCHLINE B8/VF104

M

ATC

H

LIN

E F8/VF104

M

ATC

H

LIN

E B8/VF104

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - VF104

EXISTING CONDITIONS PLAN

SURVEY NOTES

A. PROPERTY OWNER: BOUZIGARD, TEENA MARIE PLAISANCE & OTHERS WITH

PARCEL ID OF 0102565900.

B. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988.

C. MERIDIAN AND COORDINATES REFER TO LOUISIANA STATE PLANE, NAD N83,

LOUISIANA SOUTH ZONE AND ARE BASED ON GPS OBSERVATIONS. OBTAINED BY

LOUISIANA STATE UNIVERSITY ENGINEERING DEPARTMENT. WITH C4GNET.XYZ

REAL-TIME NETWORK RTCM3.2 RTK.

D. THIS PLAN IS BASED UPON SURVEY INFORMATION PROVIDED BY A FIELD

SURVEY PREPARED BY TECTONIC ENGINEERING CONSULTANTS AND

GEOLOGISTS & AND LAND SURVEYORS COMPLETED ON 11/27/2023 AND OTHER

REFERENCE MATERIALS LISTED BELOW.

E. EXISTING UNDERGROUND UTILITIES WERE NOT LOCATED IN THE FIELD BY THIS

SURVEY.

F. THE SITE FALLS WITHIN FLOOD ZONE "A13" WITH A BASE FLOOD ELEVATION OF

11' AS PER THE NATIONAL FLOOD INSURANCE RATE MAP FOR THE LAFOURSHE

PARISH, STATE OF LOUISIANA, COMMUNITY PANEL NO # 225202-0850 D,

EFFECTIVE DATE OF MAY 4, 1992. THIS DETERMINATION IS BASED ON SCALED

MAP LOCATION AND GRAPHIC PLOTTING.

G. WETLANDS HAVE NOT BEEN LOCATED OR SHOWN AS PART OF THIS FIELD

SURVEY.

H. REFERENCE: TROPICAL STORM NATE ROAD RECONSTRUCTION ACCESS ROAD

IMPROVEMENTS PLANS DATED 05/06/2022.

KEY PLAN

N

VF104

B8 EXISTING CONDITIONS PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

VF104

F8 EXISTING CONDITIONS PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N N

MATCHLINE A8/CD100

MATCHLINE A6/CD100

M

ATC

H

LIN

E A6/C

D

M

ATC

H

LIN

E F8/C D

MATCHLINE A8/CD100

MATCHLINE A6/CD100

MATCHLINE A6/CD100

MATCHLINE A8/CD101

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - CD100

DEMOLITION PLAN

CD100

A8 DEMOLITION PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

CD100

A6 DEMOLITION PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

GENERAL SHEET NOTES

A. SEE SHEET C001 FOR GENERAL CONSTRUCTION NOTES.

B. LIMITS AND ITEMS SHOWN FOR REMOVAL ARE BASED ON THE AVAILABLE

INFORMATION FROM TROPICAL STORM NATE ROAD RECONSTRUCTION ACCESS

ROAD IMPROVEMENTS PLANS DATED 05/06/2022. REMOVE ANY ITEMS NOT

SHOWN WITHIN THE LIMITS OF CONSTRUCTION NECESSARY TO COMPLETE THE

REQUIRED WORK. NOTIFY COR IN WRITING OF ITEMS NOT SHOWN WITHIN THE

LIMITS OF DISTURBANCE THAT REQUIRE DEMOLITION OR TEMPORARY REMOVAL

TO COMPLETE THE REQUIRED WORK.

C. PROTECT EXISTING FEATURES TO REMAIN, INCLUDING ROADS, UTILITIES,

PAVING AND SIMILAR ITEMS NOT PART OF THE CONTRACT WORK. REPAIR OR

REPLACE ITEMS TO REMAIN THAT ARE DAMAGED TO MEET OR EXCEED THEIR

EXISTING CONDITION. TEMPORARILY REMOVED ITEMS MUST BE STORED IN A

SAFE AND SECURE AREA. TEMPORARILY REMOVED ITEMS THAT ARE DAMAGED

DURING STORAGE OR REPLACEMENT MUST BE REPAIRED TO MEET OR EXCEED

THEIR EXISTING CONDITION.

D. UTILITIES NOTED FOR REMOVAL MUST BE FIELD VERIFIED. NOTIFY AND

SCHEDULE INTENDED UTILITY INTERRUPTIONS WITH THE COR PRIOR TO WORK.

E. COORDINATE THE LIMITS OF REMOVAL AND DISTURBANCE WITH THE SITE

LAYOUT PLANS.

F. DEMOLISH OR ABANDON IN PLACE EXISTING UTILITIES AS SHOWN ON THE

DESIGN DOCUMENTS.

G. HAND DIG OR VACUUM EXCAVATE TEST PITS AT UTILITY CONNECTIONS AND

UTILITY CROSSINGS PRIOR TO CONSTRUCTION TO VERIFY EXISTING UTILITY

LOCATIONS AND DEPTHS. NOTIFY THE COR OF ANY ISSUES THAT WOULD

PROHIBIT THE INSTALLATION OF ANY FEATURE WITHIN THE PARAMETERS SET

FORTH ON THESE PLANS.

H. DETERMINE THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THE

PROJECT LIMITS USING GROUND PENETRATION RADAR (GPR) OR OTHER

ACCEPTABLE METHODS.

SHEET NOTES

1. ABANDON UNDERGROUND POWER SERVICE

2. NOT USED

3. FIBER OPTIC VAULT, ETR

4. REMOVE UNDERGROUND POWER

5. NOT USED

6. FIBER OPTIC CONDUIT, ETR

7. REMOVE GRAVEL

KEY PLAN

N

N

MATCHLINE A6/CD100

MATCHLINE A8/CD101

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - CD101

EXISTING CONDITION AND

DEMOLITION PLAN

GENERAL SHEET NOTES

A. SEE SHEET C001 FOR GENERAL CONSTRUCTION NOTES.

SHEET NOTES

1. ABANDON UNDERGROUND POWER SERVICE

2. NOT USED

3. NOT USED

4. NOT USED

5. NOT USED

6. NOT USED

7. REMOVE GRAVEL

KEY PLAN

N

CD101

A8 DEMOLITION PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

H

LIN

E F8/C D

M

ATC

H

LIN

E B8/C D

M

ATC

H

LIN

E B8/C D

M

ATC

H

LIN

E F8/C D

3 6

M

ATC

H

LIN

E A6/C D

M

ATC

H

LIN

E F8/C D

M

ATCHLINE F8/CD102

M

ATCHLINE B8/CD102

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - CD102

EXISTING CONDITION AND

DEMOLITION PLAN

GENERAL SHEET NOTES

A. SEE SHEET C001 FOR GENERAL CONSTRUCTION NOTES.

SHEET NOTES

1. NOT USED

2. NOT USED

3. FIBER OPTIC VAULT, ETR

4. NOT USED

5. NOT USED

6. FIBER OPTIC CONDUIT, ETR

7. NOT USED

KEY PLAN

N

CD102

F8 DEMOLITION PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

CD102

B8 DEMOLITION PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

H

LIN

E B8/C D

M

ATC

H

LIN

E F8/C D

M

ATC

H

LIN

E F8/C D

M

ATC

H

LIN

E B8/C D

M

ATCHLINE F8/CD103

M

ATCHLINE B8/CD103

M

ATCHLINE B8/CD103

M

ATCHLINE F8/CD104

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - CD103

EXISTING CONDITION AND

DEMOLITION PLAN

GENERAL SHEET NOTES

A. SEE SHEET C001 FOR GENERAL CONSTRUCTION NOTES.

SHEET NOTES

1. NOT USED

2. NOT USED

3. FIBER OPTIC VAULT, ETR

4. NOT USED

5. NOT USED

6. FIBER OPTIC CONDUIT, ETR

7. NOT USED

KEY PLAN

N

CD103

B8 DEMOLITION PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

CD103

F8 DEMOLITION PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

H

LIN

E B8/C D

M

ATC

H

LIN

E F8/C D

M

ATCHLINE F8/CD104

M

ATCHLINE B8/CD104

M

ATC

H

LIN

E F8/C D

M

ATC

H

LIN

E B8/C D

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - CD104

EXISTING CONDITION AND

DEMOLITION PLAN

GENERAL SHEET NOTES

A. SEE SHEET C001 FOR GENERAL CONSTRUCTION NOTES.

SHEET NOTES

1. NOT USED

2. NOT USED

3. FIBER OPTIC VAULT, ETR

4. NOT USED

5. NOT USED

6. FIBER OPTIC CONDUIT, ETR

7. NOT USED

KEY PLAN

N

CD104

B8 DEMOLITION PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

CD104

F8 DEMOLITION PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N N

6 (TYP)

MATCHLINE A8/C100

MATCHLINE A6/C100

MATCHLINE A8/C100

MATCHLINE A6/C100

MATCHLINE A6/C100

MATCHLINE A8/C101

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - C100

SITE PLAN

C100

A8 SITE PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

GENERAL SHEET NOTES

A. SEE SHEET C001 FOR LEGEND AND GENERAL CONSTRUCTION NOTES.

B. EXTENTS OF PROPOSED GRAVEL RESURFACING ADDITION MUST MATCH

EXTENTS OF EXISTING GRAVEL WITHIN THE LIMITS OF DISTURBANCE.

C. FINISH GRAVEL ACCESS ROAD SURFACE MUST BE FLUSH WITHIN SPECIFIED

TOLERANCES WITH EXISTING SURFACE FEATURES TO INCLUDE BUT NOT LIMITED

EXISTING GRAVEL ROAD AND EXISTING FIBER OPTIC VAULTS.

D. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE FOUNDATION PAD

DIMENSIONS.

SHEET NOTES

1. PROVIDE CONCRETE FOUNDATION PAD (REFER TO STRUCTURAL DRAWINGS FOR

DETAILS)

2. PROVIDE GRAVEL SURFACE

3. PROVIDE GRAVEL ACCESS ROAD

4. PROVIDE SLOPE STABILITY BLANKET

5. PROVIDE RIPRAP TO EXISTING GRADE

6. PROVIDE BOLLARD

N

C100

A6 SITE PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

KEY PLAN

N

N

MATCHLINE A6/C100

MATCHLINE A8/C101

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - C101

SITE PLAN

C101

A8 SITE PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

KEY PLAN

N

GENERAL SHEET NOTES

A. SEE SHEET C001 FOR LEGEND AND GENERAL CONSTRUCTION NOTES.

B. EXTENTS OF PROPOSED GRAVEL RESURFACING ADDITION MUST MATCH

EXTENTS OF EXISTING GRAVEL WITHIN THE LIMITS OF DISTURBANCE.

C. FINISH GRAVEL ACCESS ROAD SURFACE MUST BE FLUSH WITHIN SPECIFIED

TOLERANCES WITH EXISTING SURFACE FEATURES TO INCLUDE BUT NOT LIMITED

EXISTING GRAVEL ROAD AND EXISTING FIBER OPTIC VAULTS.

D. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE FOUNDATION PAD

DIMENSIONS.

SHEET NOTES

1. NOT USED

2. PROVIDE GRAVEL SURFACE

3. NOT USED

4. NOT USED

5. NOT USED

6. NOT USED

MATCHLINE A8/C110

MATCHLINE A6/C110

MATCHLINE A8/C110

MATCHLINE A6/C110

MATCHLINE A8/C110

MATCHLINE A6/C110

REV. APPROVED

DATE

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

GRAND ISLE

CENTRAL SERVICE REGION FT WORTH, TX

ENGINEERING

SERVICES

9/12/2025

LEEVILLE (LEV) VORTAC REPLACEMENT

S.BUTLERLEEVILLE VORTAC

GRAND ISLE LOUISIANA S.BUTLER

S. DAVIS

LEEVILLE (LEV) VORTAC LA

TERMINAL

ARLINGTON, VA 22201

SUITE 500

1100 N GLEBE RD.

JACOBS

1508914

LEV - D - VORTAC - C110

DIMENSIONING PLAN

C110

A8 DIMENSIONING PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

GENERAL SHEET NOTES

A. SEE SHEET C001 FOR LEGEND AND GENERAL CONSTRUCTION NOTES.

B. REFER TO STRUCTURAL DRAWINGS FOR PAD DIMENSIONS AND THICKNESS.

C. DIMENSIONS SHOWN ARE AT THE EDGE OF GRAVEL.

N

F8

C400______

KEY NOTES

1. PROPOSED 12' WIDE GRAVEL ACCESS ROAD

2. ROAD CENTERLINE

C110

A6 DIMENSIONING PLAN

1" = 20'

FEET

Scale: 1 INCH = 20 FEET

40200 10

N

KEY PLAN

N

DESCRIPTION JCN REDLINE

DATE APVD

REVIEWED BY SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE…