Package 1 - HCLA - Plans.pdf

PDF 32 MB Posted May 29, 2026

Attached to: Hot Cargo Loading Area at McGuire AFB, Burlington County, NJ.
Solicitation number: W912DS26BA020
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · May 29, 2026

This is a construction plan document set for the repair and reconstruction of the Hazardous Cargo Loading Area (HCLA) at McGuire Air Force Base in Burlington County, New Jersey. The project, identified as Contract No. W912DS26BA020 and solicitation PTFL141025, is being managed by the U.S. Army Corps of Engineers New York District (with Omaha District support) and is scheduled for completion in May 2026. The work encompasses demolition of existing concrete and asphalt taxiway and HCLA pavement, construction of new concrete apron and asphalt shoulders, installation of new edge lighting and high-mast lighting, removal and replacement of storm drain systems, installation of new pavement markings, construction of new wetland areas, and installation of new fencing. A temporary asphalt access road must be constructed over one weekend during non-operational hours prior to any other work commencing.

The contractor must comply with extensive airfield operational requirements including maintaining all runways, taxiways, and aprons open to aircraft throughout construction, conducting all work within daylight hours, implementing continuous FOD (Foreign Object Debris) prevention measures with dedicated pavement vacuuming trucks, positioning full-time flaggers at taxiway and apron crossings, and coordinating with airfield management and multiple Air Force entities. All contractor personnel accessing the airfield must obtain airfield driver licenses and restricted line badges with escort privileges, with processing expected to take 30 to 60 days. The project is subject to an annual air show closure (May or June), potential mission-driven work stoppages with minimal notice, and environmental requirements including contaminated soil disposal, with all excavated materials either reused on-site or tested and disposed of accordingly. The construction must be completed within one phase with all work in the construction free zone finished by November 15, and the temporary access road removed and the area restored upon project completion.

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Other files

File	Type	Posted
Bid Abstract Form_W912DS26BA020.pdf	PDF	Jul 1, 2026
Amendment 0003 - JBMDL HCLA - Plans.pdf	PDF	Jun 26, 2026
Solicitation Amendment W912DS26BA0200003 SF 30.pdf	PDF	Jun 26, 2026
Amendment 0002 - HCLA - Plans.pdf	PDF	Jun 24, 2026
Appendix B - Environmental Sampling Report.pdf	PDF	Jun 24, 2026
Amendment W912DS26BA0200002.pdf	PDF	Jun 24, 2026
Appendix A - HCLA - Visit Sign-in Sheet.pdf	PDF	Jun 11, 2026
Solicitation Amendment W912DS26BA0200001 SF 30.pdf	PDF	Jun 11, 2026
Amendment 0001 - HCLA - Plans.pdf	PDF	Jun 11, 2026
Package 2 - HCLA - Specs.pdf	PDF	May 29, 2026
Solicitation - W912DS26BA020.pdf	PDF	May 29, 2026
Site Visit Map (HCLA).pdf	PDF	May 29, 2026

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SHEET ID

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NEW YORK DISTRICT

JOINT BASE - MCGUIRE-DIX-LAKEHURST

REPAIR MCGUIRE AIRFIELD HAZARDOUS

CARGO LOADING AREA - PN: PTFL141025

W912DS26BA020

+XXXXXX-XX-X-XXXX

MAY 2026

US Army Corps of Engineers ®

US Army Corps of Engineers

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US Army Corps of Engineers

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INDEX OF DRAWINGS

FILE NAME SHEET NO. SHEET TITLE

GENERAL

NJ05_G-001 G-001 COVER SHEET

NJ05_G-002 G-002 INDEX OF DRAWINGS

NJ05_G-003 G-003 ABBREVIATIONS

PHASING

NJ05_GI101 GI101 LOCATION PLAN AND VICINITY MAP

NJ05_GC101 GC101 PHASING PLAN

NJ05_GC102 GC102 TEMPORARY ACCESS ROAD PLAN

NJ05_GC201 GC201 PHASING NOTES

NJ05_GC501 GC501 LOW PROFILE BARRICADE, CLOSED TAXIWAY CROSS AND ROPE & BARREL FENCING DETAILS

EXISTING CONDITIONS

NJ05_VF100 VF100 TOPOGRAPHIC SURVEY INFORMATION PLAN

NJ05_VF101 VF101 EXISTING CONDITIONS PLAN

GEOTECHNICAL

NJ05_BB101 BB101 BORE AND CORE LOCATION PLAN

NJ05_BB102 BB102 ENVIRONMENTAL SAMPLING PLAN

NJ05_BB301 BB301 SOIL BORING LOGS AND PAVEMENT CORE DATA

REMOVALS

NJ05_CD101 CD101 REMOVAL PLAN

NJ05_CD301 CD301 PAVEMENT REMOVAL SECTIONS

SITE (CIVIL)

NJ05_CS101 CS101 SITE PLAN

NJ05_CS501 CS501 PAVEMENT MARKING DETAILS

NJ05_CS502 CS502 FE6 CHAIN LINK FENCE DETAILS

NJ05_CS503 CS503 FE6 SLIDE GATE DETAILS

PAVING

NJ05_CP101 CP101 PAVING AND GEOMETRIC PLAN

NJ05_CP301 CP301 PAVEMENT REPLACEMENT SECTIONS

JOINT LAYOUT

NJ05_CP401 CP401 JOINT LAYOUT PLAN

NJ05_CP501 CP501 JOINT DETAILS

NJ05_CP502 CP502 JOINT SEALANT DETAILS

NJ05_CP503 CP503 REINFORCEMENT DETAILS

NJ05_CP504 CP504 HYDRANT FUEL PIT SURFACE DRAINAGE DETAIL

NJ05_CP505 CP505 STATIC GROUND POINT DETAILS

NJ05_CP506 CP506 PCC PATCH AND REPAIR DETAILS

NJ05_CP507 CP507 ACC CRACK SEAL DETAILS

GRADING AND STORM DRAIN

NJ05_CG101 CG101 GRADING AND STORM DRAIN PLAN

NJ05_CG201 CG201 HAZARDOUS CARGO LOADING AREA TAXIWAY CENTERLINE PROFILE

NJ05_CG202 CG202 STORM DRAIN LINES A, B, C, D & ZZ PROFILE

NJ05_CG301 CG301 CROSS SECTIONS - SHEET 1 OF 4

NJ05_CG302 CG302 CROSS SECTIONS - SHEET 2 OF 4

NJ05_CG303 CG303 CROSS SECTIONS - SHEET 3 OF 4

NJ05_CG304 CG304 CROSS SECTIONS - SHEET 4 OF 4

NJ05_CG401 CG401 SPOT ELEVATION PLAN

NJ05_CG501 CG501 HEAVY DUTY TRENCH DRAIN DETAILS - SHEET 1 OF 2

NJ05_CG502 CG502 HEAVY DUTY TRENCH DRAIN DETAILS - SHEET 2 OF 2

NJ05_CG503 CG503 STORM DRAIN MANHOLE DETAILS

NJ05_CG504 CG504 STORM DRAIN AREA INLET DETAILS

NJ05_CG505 CG505 VALVE DETAILS

NJ05_CG506 CG506 HEADWALL DETAILS

NJ05_CG507 CG507 MISCELLANEOUS STORM DRAIN DETAILS

NJ05_CU101 CU101 FIRE HYDRANT REPLACEMENT PLAN

NJ05_CE100 CE100 SOIL EROSION AND SEDIMENT CONTROL NOTES

NJ05_CE101 CE101 SOIL EROSION AND SEDIMENT CONTROL PLAN

NJ05_CE501 CE501 SOIL EROSION AND SEDIMENT CONTROL DETAILS

REMOVALS (ELECTRICAL)

NJ05_ED101 ED101 ELECTRICAL DEMOLITION PLAN

SITE (ELECTRICAL)

NJ05_ES101 ES101 ELECTRICAL SITE PLAN

NJ05_ES102 ES102 DUCTBANK AND CABLE ROUTING PLAN

NJ05_ES501 ES501 ELECTRICAL SITE DETAILS - HANDHOLE DETAILS

NJ05_ES502 ES502 ELECTRICAL SITE DETAILS - ELEVATED LIGHTIING DETAILS

NJ05_ES503 ES503 ELECTRICAL SITE DETAILS - DUCTBANK DETAILS

NJ05_ES504 ES504 ELECTRICAL SITE DETAILS - TAXIWAY AND APRON EDGE LIGHTING DETAILS

NJ05_ES505 ES505 ELECTRICAL SITE DETAILS - TAXIWAY AND APRON EDGE LIGHTING DETAILS

NJ05_ES506 ES506 ELECTRICAL SITE DETAILS - HIGH MAST LIGHTING AIMING DETAILS

NJ05_ES507 ES507 ELECTRICAL SITE DETAILS - ELECTRICAL DISTRIBUTION DETAILS

NJ05_ES508 ES508 ELECTRICAL SITE DETAILS - CATENARY GROUNDING DETAILS

NJ05_ES509 ES509 HLCA AIRFIELD CABLING BUTTERFLY DIAGRAMS

NJ05_ES510 ES510 EXISTING AIRFIELD LIGHTING VAULT MODIFICATION PLAN

STRUCTURAL

NJ05_SS501 SS501 STRUCTURAL DETAILS

MULTICORELINK:NJ05_G-001-NJ05_G-001

MULTICORELINK:NJ05_G-001-NJ05_G-003

MULTICORELINK:NJ05_GI101-NJ05_GI101

MULTICORELINK:NJ05_GC101-NJ05_GC101

MULTICORELINK:NJ05_GC101-NJ05_GC102

MULTICORELINK:NJ05_GC201-NJ05_GC201

MULTICORELINK:NJ05_GC501-NJ05_GC501

MULTICORELINK:NJ05_VF100-NJ05_VF100

MULTICORELINK:NJ05_VF100-NJ05_VF101

MULTICORELINK:NJ05_BB101-NJ05_BB101

MULTICORELINK:NJ05_BB101-NJ05_BB102

MULTICORELINK:NJ05_BB301-NJ05_BB301

MULTICORELINK:NJ05_CD101-NJ05_CD101

MULTICORELINK:NJ05_CD301-NJ05_CD301

MULTICORELINK:NJ05_CS101-NJ05_CS101

MULTICORELINK:NJ05_CS501-NJ05_CS501

MULTICORELINK:NJ05_CS501-NJ05_CS502

MULTICORELINK:NJ05_CS501-NJ05_CS503

MULTICORELINK:NJ05_CP101-NJ05_CP101

MULTICORELINK:NJ05_CP301-NJ05_CP301

MULTICORELINK:NJ05_CP401-NJ05_CP401

MULTICORELINK:NJ05_CP501-NJ05_CP501

MULTICORELINK:NJ05_CP501-NJ05_CP502

MULTICORELINK:NJ05_CP501-NJ05_CP503

MULTICORELINK:NJ05_CP501-NJ05_CP504

MULTICORELINK:NJ05_CP501-NJ05_CP505

MULTICORELINK:NJ05_CP501-NJ05_CP506

MULTICORELINK:NJ05_CP501-NJ05_CP507

MULTICORELINK:NJ05_CG101-NJ05_CG101

MULTICORELINK:NJ05_CG201-NJ05_CG201

MULTICORELINK:NJ05_CG201-NJ05_CG202

MULTICORELINK:NJ05_CG301-NJ05_CG301

MULTICORELINK:NJ05_CG301-NJ05_CG302

MULTICORELINK:NJ05_CG301-NJ05_CG303

MULTICORELINK:NJ05_CG301-NJ05_CG304

MULTICORELINK:NJ05_CG401-NJ05_CG401

MULTICORELINK:NJ05_CG501-NJ05_CG501

MULTICORELINK:NJ05_CG501-NJ05_CG502

MULTICORELINK:NJ05_CG501-NJ05_CG503

MULTICORELINK:NJ05_CG501-NJ05_CG504

MULTICORELINK:NJ05_CG501-NJ05_CG505

MULTICORELINK:NJ05_CG501-NJ05_CG506

MULTICORELINK:NJ05_CG501-NJ05_CG507

MULTICORELINK:NJ05_CU101-NJ05_CU101

MULTICORELINK:NJ05_CE100-NJ05_CE100

MULTICORELINK:NJ05_CE101-NJ05_CE101

MULTICORELINK:NJ05_CE501-NJ05_CE501

MULTICORELINK:NJ05_ED101-NJ05_ED101

MULTICORELINK:NJ05_ES101-NJ05_ES101

MULTICORELINK:NJ05_ES500-NJ05_ES508

MULTICORELINK:NJ05_ES500-NJ05_ES509

MULTICORELINK:NJ05_ES500-NJ05_ES510

MULTICORELINK:NJ05_SS501-NJ05_SS501

D B

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SHEET ID

ABBREVIATIONS

L ANGLE

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

ABC AGGREGATE BASE COURSE

ABV ABOVE

AC ALTERNATING CURRENT

ACC ASPHALT CEMENT CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACRYLIC PLASTIC

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACSR ALUMINUM CABLE STEEL REINFORCED

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

ADO AUTOMATIC DOOR OPERATOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

A.L. ACTIVE LEAF

ALT ALTERNATE

ALUM ALUMINUM

AMB AMBIENT

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ARI AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWT ACOUSTICAL WALL TREATMENT

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BEV BEVEL

BITUM BITUMINOUS

BJT BED JOINT

BL BUILDING LINE

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BACK PLASTER(ED)

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRK BRICK

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

Btu BRITISH THERMAL UNIT BtuH BTU PER HOUR

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CE COVER ELEVATION

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CFI CONDUCTIVE FLOORING

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHIM CHIMNEY

CHK CHECK

CHR PL CHROME PLATED

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLGL CLEAR GLASS

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR(ANCE)

CLWG CLEAR WIRED GLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNL CONDUCTIVE NEOPRENE LATEX

CNR CORNER

CNTR COUNTER

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBUSTION

COMPT COMPARTMENT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CPRS COMPRESSIBLE

CPT CARPET

CRCMF CIRCUMFERENCE

CRES CORROSIVE RESISTANT STEEL

CRG CROSS GRAIN

CRS COURSE(S)

CS CAST STONE

CSK COUNTERSUNK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

CTB CEMENT TREATED BASE COURSE

C TO C CENTER TO CENTER

CTR CENTER

CU CONDENSING UNIT

Cu COPPER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET

TYPE)

CW COLD WATER

CYL CYLINDER

d PENNY (AS IN NAIL - 10D)

DAT DATUM

DB DRY BULB

DBL DOUBLE

DBL ACT DR DOUBLE ACTING DOOR

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISP DISPENSER

DISTR PNL DISTRIBUTION PANEL

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DOR DESIGNER OF RECORD

DR DOOR

DR DRAIN

DRB DRAINBOARD

DR CL DOOR CLOSER

DS DOUBLE STRENGTH (GLASS)

DS DOWNSPOUT

DT DRAIN TILE

DVTL DOVETAIL

DWG DRAWING

DWLS DOWELS

DWR DRAWER

DWTR DUMBWAITER

DX DIRECT EXPANSION

E EAST

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EM EXPANDED METAL

EMD ESTIMATED MAXIMUM DEMAND

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE, ENTERING

EP ELECTRICAL PANELBOARD

EPRF EXPLOSION PROOF

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

ERP ENVIRONMENTAL RESTORATION PROGRAM SITE

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FA FRESH AIR

FAC FIRE APPARATUS CLOSET

FAI FRESH AIR INTAKE

F BRK FIRE BRICK

FC FOOT CANDLE

FC BRK FACE BRICK

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDMPR FIRE DAMPER

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FGL FIBERGLASS

FH FIRE HYDRANT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FJT FLUSH JOINT

FLASH FLASHING

FLR FLOOR

FLEX FLEXIBLE

FLG FLOORING

FLR PL FLOOR PLATE

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CONCRETE

FOD FOREIGN OBJECT DEBRIS

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PARTITION

FP FIREPROOF

FPM FEET PER MINUTE

FR FIRE RESISTANT

FR FRAME

FRG FORGED

FRMG FRAMING

FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT

CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOV GOVERNMENT OPERATED VEHICLE

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GSE GOVERNMENT SUPPORT EQUIPMENT

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCLA HAZARDOUS CARGO LOADING AREA

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH

AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWT LEAVING WATER TEMPERATURE

m METER(S)

M&B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MATL MATERIAL(S)

MAX MAXIMUM

MB MACHINE BOLTS

MBR MEMBER

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MCO METAL-CASED OPENING

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM

MEMB MEMBRANE

MES METAL EDGE STRIP

MFD METAL FLOOR DECKING

MFG MANUFACTURING

MFR MANUFACTURER

MG MOTOR GENERATOR

MGT MATTE-GLAZED TILE

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

ML MONOLITHIC

MLDG MOULDING

MLWK MILLWORK

mm MILLIMETER(S)

MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY

CONTRACTOR)

MO MASONRY OPENING

MOD MODULAR

MOD. MODIFIED

MOT MOTOR

MP MOVABLE PARTITION

MR MOP RECEPTOR

MRB MARBLE BASE

MRD METAL ROOF DECKING

MS MACHINE SCREWS

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTFR METAL FURRING

MTL METAL

MVBL MOVABLE

MULL MULLION

N NORTH

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

Ni NICKEL

NIC NOT IN CONTRACT

NL NAILABLE

N.L. NEOPRENE LATEX

NM NONMETALLIC

NO NORMALLY OPEN

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OBSC OBSCURE

OBW OBSERVATION WINDOW

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPS OPERATIONS

OS & Y OUTSIDE SCREW AND YOKE

OWGL OBSCURE WIRED GLASS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PBS PUSH BUTTON STATION

PC PIECE

PCC PORTLAND CEMENT CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP CEMENT PLASTER (PORTLAND)

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIPU PREFAB ISOLATION POWER UNIT

PIV POST INDICATING VALVE

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLG PILING

PL GL PLATE GLASS

PLYWD PLYWOOD

PNL PANEL

PT PAINT(ED)

POL POLISHED

PORC PORCELAIN

PORT PORTABLE

PPGL POLISHED PLATE GLASS

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PROJ PROJECT

PRV PRESSURE-REGULATING VALVE

PS PIPE SPACE

P.S. PRESSED STEEL

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PNEUMATIC TUBE

PT. POINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

PW PASS WINDOW

QT QUARRY TILE

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

R RANGE

R RISER

RA RETURN AIR

RAB RABBETED

RA GR RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE, RESILIENT BASE

RBL RUBBLE STONE

RBR RUBBER

RC REMOTE CONTROL

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDG INS RIGID INSULATION

RECPT RECEPTACLE

REC ROOM RECREATION ROOM

RECT RECTIFIER

REF REFERENCE

REFL REFLECT

REFR REFRIGERATION

REG REGISTER

REG REGLET

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RFG ROOFING

RH RELATIVE HUMIDITY

RH RIGHT HAND

RH ROOF HATCH

RK RACK

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RETRACTABLE PARTITION

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RTF RUBBER TILE FLOOR

RVS REVERSE

RVT RIVET

RWC RAINWATER CONDUCTOR

S SOUTH

SA SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SDI STEEL DOOR INSTITUTE

SECT SECTION

SEQ SEQUENCE

SFGL SAFETY GLASS

SFTU STRUCTURAL FACING TILE UNIT

SFU STRUCTURAL FACING UNIT

SG SHEET GLASS

SHLDR SHOULDER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMS SHEET METAL SCREWS

SOV SHUT OFF VALVE

SPC SPACER

SPCL SPECIAL

SPD SOUNDPROOF DOOR

SPEC SPECIFICATION

SPF SOUNDPROOF

SP FIN SPECIAL FINISH

SPH SPACE HEATER

SPKR SPEAKER

SQ SQUARE

SQHD SQUARE HEAD

S&R SHELF AND ROD

SS SERVICE SINK

SS STANDING SEAM (ROOF)

SST STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STR STRINGER

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SWBD SWITCHBOARD

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TAN TANGENT

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINAL

T&G TONGUE AND GROOVE

TGL TOGGLE

TH TRUSS HEAD

THK THICK(NESS)

THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

US Army Corps of Engineers

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SAYLOR'S POND ROAD

RANCOCAS ROAD

UTE 68

FORT D

OAD

T D

CENTRAL ROAD

MCGUIRE ROAD

BROIDY ROAD

WRIGHTSTOWN-COOKSTOWN ROAD

DEFENSE ACCESS HIGHWAY

UIRE BLVD

WEST ARNOLD AVE

VAN

BER

AVE

MCGUIRE GATE AND

WELCOME CENTER

WRIGHTSTOWN GATE

RESTRICTED

AREA PERIMETER

ROUTE 68 GATE AND

WELCOME CENTER

COMMERCIAL GATE /

CHECK POINT 9

CONTRACTOR

TRAILER, STAGING

AND STORAGE AREA

FLAGGER LOCATION

SEE GC SHEETS FOR

ADDITIONAL INFORMATION

TEXAS AVE

FORT DIX WASTE WATER

TREATMENT PLANT (WWTP)

FACILITY NO. 4381

TREATED GROUNDWATER

DISPOSAL AREASUNRISE RD

PROJECT SITE

TEMPORARY TOPSOIL & SOIL

STOCKPILE LOCATION

TEMPORARY GROUNDWATER

TREATMENT FACILITY LOCATION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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D1 LOCATION PLAN & CONTRACTOR ACCESS / HAUL ROUTE

SCALE: 1" = 1000' 0 2000'1000'

A6 VICINITY MAP

NO SCALE

NORTH

MCGUIRE AFB

X X

X X X

X X

TAXILANE UNIFORM

TAXIWAY LIMA

205'

0'400'

295' 250' 375' 200'

.5'

EXISTING MUNITIONS

STORAGE BUILDING

NEW TEMPORARY ACCESS

ROAD - SEE NOTE 1

WEST ARNOLD AVE

VAN

BER

AVE

O R

RESTRICTED AREA PERIMETER

EAST ARNOLD AVE

170'

175'

INSTALL LOW PROFILE BARRICADES

ONLY WHILE CONSTRUCTING THE

TEMPORARY ACCESS ROAD

INSTALL LOW PROFILE BARRICADES

ONLY WHILE CONSTRUCTING THE

TEMPORARY ACCESS ROAD

INSTALL LOW PROFILE BARRICADES

ONLY WHILE CONSTRUCTING THE

TEMPORARY ACCESS ROAD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

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GENERAL SHEET NOTES

1. CONSTRUCT NEW TEMPORARY ACCESS ROAD AS SHOWN

ON GC102. TEMPORARY ACCESS ROAD SHALL BE COMPLETE

PRIOR TO INITIATING ANY OTHER WORK WITHIN THE

HAZARDOUS CARGO LOADING APRON (HCLA) CONSTRUCTION

AREA.

2. SEE SHEET GC201 FOR PHASING NOTES.

3. THE PERIMETER OF THE CONSTRUCTION AREA SHALL BE

DELINEATED WITH LOW PROFILE BARRICADES ALONG PAVED

AREAS AND ROPE AND BARREL FENCING ALONG NON-PAVED

AREAS. SEE SHEET GC501 FOR BARRICADE AND FENCING

DETAILS.

4. SEE SHEET GC501 FOR CLOSED TAXIWAY CROSS

DETAILS.

5. ALL RUNWAYS, TAXIWAYS AND APRONS SHALL REMAIN

OPEN TO AIRCRAFT OPERATIONS THROUGHOUT THE ENTIRE

CONSTRUCTION CONTRACT.

6. FLAGGER LOCATIONS SHALL SERVE AS FOD CHECK

LOCATIONS. ALL VEHICLES SHALL UNDERGO A FOD CHECK

PRIOR TO ACCESSING ACTIVE AIRFIELD PAVEMENT.

7. THE GATE TO ACCESS THE AIRFIELD IS LOCKED AND MUST

BE LOCKED AFTER CONSTRUCTION VEHICLES HAVE PASSED

THROUGH. THE CONTRACTOR SHALL COORDINATE ACCESS

PER NOTE 3.A THROUGH 3.C ON SHEET GC201.

8. BUILDING 1712 IS AN ACTIVE FIREHOUSE. CONSTRUCTION

VEHICLES SHALL EXERCISE EXTREME CAUTION AROUND FIRE

DEPARTMENT APPARATUS, AND SHALL IMMEDIATELY YIELD

RIGHT OF WAY TO FIRE DEPARTMENT VEHICLES.

9. CONTRACTOR PERSONAL VEHICLES SHALL PARK AT THE

STAGING AND STORAGE AREA. PERSONAL VEHICLES SHALL

NOT BE ALLOWED AT THE WORK SITE.

SCALE: 1"=200'

PHASING PLANA1

SCALE IN FEET

200 0 400200

LEGEND

HCLA CONSTRUCTION AREA FREE ZONE - SEE NOTE 2

ROPE AND BARREL FENCING - SEE NOTE 3

LOW PROFILE BARRICADES - SEE NOTE 3

CLOSED TAXIWAY CROSS - SEE NOTE 4

CONTRACTOR ACCESS / HAUL ROUTE

FLAGGER - SEE NOTE 3.J ON SHEET GC201

NORTH

ALTERNATE ROUTE LOCKED

AIRFIELD ACCESS GATE

SEE NOTES 7, 8 & 9

ALTERNATE CONTRACTOR ACCESS / HAUL ROUTE

LOCKED AIRFIELD

ACCESS GATE

SEE NOTES 7 & 9

AutoCAD SHX Text

GOLF COURSE

AutoCAD SHX Text

GOLF COURSE

M T

COMM

E E

E E E

E E

C O

M M

C O

M M

C O

M M

E E

INVERT = 104.60

MATERIAL = CMP

DIAMETER = "

INVERT = 99.9

MATERIAL = CMP

DIAMETER = "

INVERT = 102.79

MATERIAL = MISC

DIAMETER = "

MWMW

MWMWMW

E E

W W W W W W

LPG

LPGLPG

LPG

X X

NEW TEMPORARY

GOV ACCESS ROAD

2" ABOVE EXISTING

GRADE (TYP.)

20'

R100'

EXISTING TAXIWAY EDGE

LIGHT - SEE NOTE 4

EXISTING ASPHALT

SHOULDER PAVEMENT

EXISTING ASPHALT

VEHICULAR ACCESS ROAD

TAXIWAY LIMA

1+00

2+00

3+00

PC2+47.99

.73

3+11.91

C# 1Sta= 3+11.91 Delta= 65°09'55.80"

Dc= 57°17'44.81" N= 432935.97

E= 465335.99 T= 63.91'L= 113.74'R= 100.00'E= 18.68'

EXISTING TAXIWAY EDGE

LIGHT - SEE NOTE 4

116116

115115

116116116

107108109

110111

103 104

109109 101102103104

100101102103104

105102103104

110109

10710

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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GENERAL SHEET NOTES

1. CONSTRUCT NEW TEMPORARY GOV ACCESS ROAD AS SHOWN PRIOR TO

BEGINNING ANY OTHER WORK WITHIN THE HAZARDOUS CARGO LOADING APRON

(HCLA) CONSTRUCTION AREA. CONSTRUCT THE TEMPORARY ACCESS ROAD

OVER 1 WEEKEND, DURING NON-OPERATIONAL HOURS. COORDINATE THE

CONSTRUCTION OF THE TEMPORARY ACCESS ROAD WITH THE AIRFIELD

MANAGER, THROUGH THE CONTRACTING OFFICER TO LIMIT OPERATION IMPACTS

TO THE AIR FORCE. THE ACCESS ROAD IS FOR GOVERNMENT PERSONNEL

ACCESSING THE MUNITIONS STORAGE AREA. THE GOV ACCESS SHALL NOT BE

UTILIZED BY CONSTRUCTION EQUIPMENT OR VEHICLES.

2. THE CONTRACTOR SHALL KEEP THE TEMPORARY ACCESS ROAD FREE OF

DIRT AND DEBRIS AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL

SWEEP THE ACCESS ROAD AS NECESSARY TO PREVENT VEHICLES FROM

TRAFFICKING DIRT AND FOD ONTO TAXIWAY LIMA.

3. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE

THE TEMPORARY ACCESS ROAD AND GRADE THE AREA AS SHOWN ON SHEET

CG101. ALL AREAS DISTURBED SHALL BE TOPSOILED WITH 4" OF TOPSOIL AND

SEEDED.

4. REMOVE THE EXISTING TAXIWAY EDGE LIGHT FIXTURES (7 EDGE LIGHTS

EACH SIDE OF THE HCLA ENTRANCE TAXIWAY) ALONG THE CURVE LEADING TO

THE HAZARDOUS CARGO LOADING APRON AND STORE IN A SAFE LOCATION TO

REINSTALL AT THE COMPLETION OF THE PROJECT. INSTALL A BLANK PLATE ON

THE CANS. REPLACE THE LIGHTS AT THE COMPLETION OF CONSTRUCTION. ANY

DAMAGED LIGHT FIXTURES SHALL BE REPLACED BY THE CONTRACTOR AT THEIR

OWN EXPENSE.

5. CONTRACTOR SHALL VERIFY EXACT DEPTH AND LOCATION OF ALL

UTILITIES TO REMAIN. EXISTING UTILITIES TO REMAIN SHALL BE SUPPORTED IN

PLACE AND PROTECTED FROM DAMAGE DUE TO THE CONTRACTOR'S

OPERATIONS. ALL EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL

BE REPAIRED OR REPLACED, TO THE SATISFACTION OF THE CONTRACTING

OFFICER, BY THE CONTRACTOR AT HIS OWN EXPENSE.

SCALE: 1"=50'

TEMPORARY ACCESS ROAD PLANA1

SCALE IN FEET

50 0 10050

MATCHMATCH

DETAIL 1

2" 2"

NEW PRIME COAT (TYP.)

2" COMPACTED ACC

SURFACE LAYER

NEW TACK COAT (TYP.)

2" COMPACTED ACC

UNDERLYING LAYER

NORTH

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

TEMPORARY GOV ACCESS ROAD PAVEMENT

AutoCAD SHX Text 20'

AutoCAD SHX Text 2'

AutoCAD SHX Text

10" AGGREGATE BASE COURSE

AutoCAD SHX Text

8" (MIN) SUBGRADE COMPACTED

AutoCAD SHX Text

TO 95%%% OF ASTM D 1557

AutoCAD SHX Text

4" ACC - SEE DETAIL 1

AutoCAD SHX Text

MATCH EXISTING GRADE

AutoCAD SHX Text

MATCH EXISTING GRADE

CENTERLINE MATCH EXISTING GRADE

1. CONSTRUCTION GENERAL NOTES

A. PHASING, PROVIDED HEREIN, IS ESTABLISHED TO MAINTAIN

AIRCRAFT OPERATIONAL CAPABILITY AND CONTINUAL ACCESS TO AIR

FORCE FACILITIES DURING CONSTRUCTION. THE CONTRACTOR

SHALL NOT BE ALLOWED TO INITIATE WORK UNTIL THE

CONTRACTOR'S SCHEDULE DEMONSTRATES THE ABILITY TO

COMPLETE THIS WORK WITHIN THE TIME FRAME REQUIRED AND THE

SCHEDULE IS APPROVED BY THE CONTRACTING OFFICER. THE

CONTRACTOR SHALL PROVIDE A TWENTY-ONE (21) DAY WRITTEN

NOTICE IN ADVANCE THROUGH THE CONTRACTING OFFICER

COORDINATING WORK AS SHOWN ON SHEET GC101.

B. THE CONTRACTOR SHALL NOT BE ALLOWED TO INITIATE ANY

WORK WITHIN THE HAZARDOUS CARGO LOADING APRON (HCLA) UNTIL

THE CONTRACTOR HAS AN APPROVED CONCRETE MIX DESIGN

CONFORMING TO 32 13 14.13 CONCRETE FOR AIRFIELDS AND HEAVY

DUTY PAVEMENT AND AN APPROVED JOB MIX FORMULA CONFORMING

TO 32 12 15.13 HMA FOR AIRFIELDS AND THE TEMPORARY ACCESS

ROAD TO THE EXISTING MUNITIONS STORAGE BUILDING HAS BEEN

CONSTRUCTED.

C. THE WORK ZONE SHALL BE DELINEATED WITH LOW PROFILE

BARRICADES ACROSS PAVED AREAS AND ROPE AND BARREL FENCING

ACROSS NON-PAVED AREAS. SEE SHEET GC101 FOR EXACT

LOCATIONS.

D. ALL WORK WITHIN THE CONSTRUCTION FREE ZONE MUST BE

COMPLETED BY15 NOVEMBER.

E. AN AIR SHOW IS SCHEDULED EACH YEAR IN MAY OR JUNE,

WHICH WILL IMPACT CONSTRUCTION AND FLIGHT OPERATIONS

WITHIN THE AIRFIELD AREA. THE CONTRACTOR SHALL ASSUME THAT

NO WORK OR CONTRACTOR ACCESS TO THE AIRFIELD AREA WILL

OCCUR BETWEEN THE WEDNESDAY PRIOR TO THE AIR SHOW AND

THE MONDAY AFTER THE AIR SHOW IS COMPLETE.

F. HAZARDOUS CARGO OPERATIONS WILL BE CONDUCTED ON

TAXIWAY LIMA AT VARIOUS TIMES DURING THIS PROJECT.

PERIODICALLY, THIS MISSION WILL REQUIRE THE CONTRACTOR TO

CEASE CONSTRUCTION ACTIVITY AND VACATE THE CONSTRUCTION

SITE. AIRFIELD MANAGEMENT WILL NOTIFY THE CORPS OF

ENGINEERS, 787 CES AND THE CONTRACTOR WHEN THIS OCCURS.

G. DUE TO VARIOUS MISSION REQUIREMENTS AT MCGUIRE AIR

FORCE BASE, THE CONTRACTOR WILL BE DIRECTED TO CEASE WORK

AND VACATE THE CONSTRUCTION SITE WITH LESS THAN ONE HOUR

NOTICE. THE AIRFIELD MANAGER WILL NOTIFY THE COR, 787 CES AND

THE CONTRACTOR WHEN THIS OCCURS.

H. ALL PAVEMENT MARKINGS NOT MARKED FOR REMOVAL, WHICH

ARE MARRED OR REMOVED BY THE CONTRACTOR, SHALL BE

REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. PAVEMENT

MARKING OF NEW AND EXISTING CONCRETE PAVEMENT SHALL NOT

BE INITIATED UNTIL A MINIMUM OF 30 DAYS AFTER PLACEMENT OF

CONCRETE OR ASPHALT, AS REQUIRED BY SPECIFICATION SECTION

32 17 23.

I. STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE

WITH THE BUCKET OR BLADE IN DIRECT CONTACT WITH ANY

PAVEMENT TO REMAIN AT ANY TIME. STEEL BUCKET OR BLADE

EQUIPMENT MAY BE USED TO REMOVE/REPLACE EXISTING BASE AND

SUBGRADE MATERIALS. STEEL TRACKED EQUIPMENT SHALL NOT BE

ALLOWED ON ANY PAVEMENT TO REMAIN AT ANY TIME; ONLY RUBBER

TRACKED EQUIPMENT SHALL BE OPERATE ON PAVEMENT TO REMAIN

TO PROTECT THE PAVEMENT FROM DAMAGE. ANY DAMAGE CAUSED

TO EXISTING PAVEMENT SLABS DUE TO INADEQUATE PROTECTION

SHALL BE ENTIRELY REMOVED AND REPLACED BY THE CONTRACTOR

AT NO EXPENSE TO THE GOVERNMENT.

J. FLAGGERS ARE REQUIRED DURING WORK WITHIN THE HCLA.

SEE SHEET GC101 FOR FLAG PERSON LOCATIONS. REFERENCE NOTE

3.H, THIS SHEET, FOR ADDITIONAL INFORMATION.

2. CONSTRUCTION PHASING DESCRIPTION

A. ALL WORK TO CONSTRUCT THE NEW HCLA SHALL BE

COMPLETED IN ONE PHASE. WORK INCLUDES, BUT IS NOT LIMITED TO:

CONSTRUCTION OF A TEMPORARY ASPHALT ACCESS ROAD;

DEMOLITION OF THE TEMPORARY ASPHALT ROAD AFTER CONTRACT

COMPLETION; DEMOLITION OF THE EXISTING CONCRETE AND

ASPHALT TAXIWAY AND HCLA; DEMOLITION OF THE EXISTING EDGE

LIGHTING; DEMOLITION OF THE EXISTING FENCING AND AREA

LIGHTING; CONSTRUCTION OF NEW WETLAND AREAS; CONSTRUCTION

OF NEW CONCRETE APRON; CONSTRUCTION OF NEW TAXIWAY APRON

EDGE LIGHTING; CONSTRUCTION OF NEW ASPHALT SHOULDERS;

REMOVAL AND REPLACEMENT OF THE EXISTING STORM DRAIN LINE;

INSTALLATION OF NEW PAVEMENT MARKINGS; INSTALLATION OF NEW

HIGH MAST LIGHTING; AND INSTALLATION OF NEW FENCING.

3. AIRCRAFT PARKING APRON ACCESS & SAFETY REQUIREMENTS

A. USE THE CONTRACTOR ACCESS ROUTE AS SHOWN ON GI101

AND GC101. THE CONTRACTOR MAY REQUEST TO USE THE

ALTERNATE ROUTE, BUT APPROVAL IS NOT GUARANTEED. REQUEST

ACCESS TO USE THE ALTERNATE ROUTE AT LEAST 14 DAYS IN

ADVANCE OF ACCESS THE SITE.

B. COORDINATE ACCESS TO THE AIRFIELD WITH THE

CONTRACTING OFFICER. ACCESS TO THE AIRFIELD SHALL BE

THROUGH THE APPROVED ACCESS GATE SHOWN ON SHEET GC101.

ALL VEHICLES ENTERING THE AIRFIELD SHALL BE GIVEN ACCESS BY

GOVERNMENT PERSONNEL. GOVERNMENT PERSONNEL WILL NOT BE

CONTINUOUSLY MANNING THE ACCESS GATE. THEREFORE, THE

CONTRACTOR SHALL STRATEGICALLY SCHEDULE PERSONNEL

ACCESS AND MATERIAL DELIVERIES TO AVOID ACCESS DELAYS.

C. COORDINATE CONSTRUCTION AND ACCESS TO THE SITE WITH

THE AIRFIELD MANAGER, 305 AMW/SEF, 305 OSS/OSAA, 787 CES/CEN

(AIR FORCE PROJECT MANAGEMENT), THE COR AND 87 SFS A MINIMUM

OF 60 DAYS PRIOR TO COMMENCEMENT OF WORK AT THE SITE.

ACCESS TO THE WORKSITE SHALL BE THROUGH THE CONSTRUCTION

AREA ENTRANCE SHOWN ON SHEET GC101. ACCESS SHALL BE

COORDINATED WITH, AND APPROVED BY THE AIRFIELD MANAGER.

UPON APPROVAL, ALL AREAS WITHIN THE CONSTRUCTION FENCING

SHALL BE CONSIDERED A FREE ZONE, I.E. AN ESCORT IS NOT

REQUIRED. THE CONTRACTOR ACCESS / HAUL ROUTE IS WITHIN A

RESTRICTED AREA, AS IDENTIFIED ON GI101. ALL VEHICLES MUST

REMAIN ON THE ROADWAYS SHOWN, AND MUST NOT DEVIATE FROM

THE APPROVED ROUTE UNLESS APPROVED BY THE CONTRACTING

OFFICER.

C.A. ALL CONTRACTOR PERSONNEL WORKING ON THE AIRFIELD

MUST CHECK-IN AND CHECK OUT WITH AIRFIELD MANAGEMENT

(AMOPS) COUNTER DAILY.

C.B. ALL CONTRACTOR PERSONNEL DRIVING A VEHICLE ON THE

AIRFIELD MUST BE TRAINED AND CERTIFIED BY AIRFIELD

MANAGEMENT AND ADHERE TO THE 305TH AIR MOBILITY WING

INSTRUCTION 13-213. VEHICLE OPERATORS MUST HAVE AN AF

FORM 483 IN THEIR POSSESSION AT ALL TIMES.

C.C. AIRFIELD DRIVERS SHALL FOLLOW JB MDL PROCEDURES FOR

OBTAINING AN AIRFIELD DRIVERS LICENSE, WHICH REQUIRES

ATTENDANCE AT A FOUR (4) HOUR TRAINING CLASS INITIALLY AND

AGAIN ANNUALLY FOR REFRESHER TRAINING. EXPECT UP TO 30

DAYS TO RECEIVE THE AIRFIELD DRIVERS LICENSE FROM THE

DATE TRAINING IS REQUESTED. WHEN CROSSING THROUGH OR

DRIVING WITHIN THE RESTRICTED AREA, ALL DRIVERS MUST BE

ESCORTED BY CONTRACTOR PERSONNEL WITH ESCORT

PRIVILEGES IF THE DRIVER DOES NOT ALSO POSSESS A

RESTRICTED LINE BADGE.

C.D. CONTRACTOR PERSONNEL WITH ESCORT PRIVILEGES ARE

REQUIRED TO BE PRESENT AT ALL TIMES WHEN WORKERS ARE

PRESENT WITHIN THE RESTRICTED AREA, WHICH INCLUDES THE

HAUL ROUTE. ONE ESCORT IS REQUIRED FOR EVERY 10

WORKERS PRESENT WITHIN THE RESTRICTED AREA.

CONTRACTOR ESCORT PERSONNEL SHALL FOLLOW JB MDL

PROCEDURES TO OBTAIN A RESTRICTED LINE BADGE WITH

ESCORT PRIVILEGES FROM JB MDL AND SHOULD EXPECT UP TO

60 DAYS TO RECEIVE THE RESTRICTED LINE BADGE FROM THE

DATE THAT THE APPLICATION IS SUBMITTED.

C.E. UNLICENSED DRIVERS THAT NEED TO DRIVE ON THE AIRFIELD

MUST BE ESCORTED BY GOVERNMENT PERSONNEL.

CONTRACTOR PERSONNEL ARE NOT ALLOWED TO ESCORT ANY

UNLICENSED DRIVERS ANYWHERE ON THE AIRFIELD.

C.F. SEE THE AIRFIELD ANNEX OF THE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS FOR DRIVING ON THE AIRFIELD.

D. THE CONTRACTOR SHALL CONDUCT BI-WEEKLY CONSTRUCTION

MEETINGS FOR THE DURATION OF CONSTRUCTION. COORDINATE

WITH THE AIRFIELD MANAGER, 305 AMW/SEF, 305 OSS/OSAA, 787

CES/CEN (AIR FORCE PROJECT MANAGEMENT) AND THE COR.

E. ALL WORK ON THE AIRFIELD SHALL BE LIMITED TO DAYLIGHT

HOURS. WORK OUTSIDE OF DAYLIGHT HOURS SHALL BE REQUESTED

A MINIMUM OF FOURTEEN (14) DAYS IN ADVANCE, AND SHALL BE

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER'S

REPRESENTATIVE.

F. ALL WORK ON THE AIRFIELD SHALL BE COORDINATED WITH

AIRFIELD MANAGEMENT. THE CONTRACTOR SHALL CHECK IN DAILY

WITH AIRFIELD MANAGEMENT PRIOR TO PERFORMING ANY WORK IN

ORDER TO DISCUSS AIRFIELD OPERATIONS AND ANY OTHER SPECIAL

REQUIREMENTS FOR THAT DAY. ALL CONTRACTOR PERSONNEL

WORKING ON THE AIRFIELD MUST CHECK-IN AND CHECK OUT WITH

AIRFIELD MANAGEMENT (AMOPS) COUNTER DAILY. AMOPS WILL LOG

THIS IN THE DAILY EVENTS LOG. CONTRACTORS MUST SUPPLY THEIR

OWN RADIOS.

G. ALL HAUL ROUTES AND AREAS TRAVERSED BY THE

CONTRACTORS' VEHICLES AND EQUIPMENT SHALL BE CONTINUALLY

SWEPT AND VACUUMED CLEAN. THE CONTRACTOR SHALL PROVIDE A

SELF-CONTAINED PAVEMENT VACUUMING TRUCK WHICH IS

SPECIFICALLY MANUFACTURED TO CLEAN AIRFIELD PAVEMENTS. THE

VACUUM TRUCK SHALL OPERATE CONTINUOUSLY DURING

CONTRACTOR HAULING OPERATIONS. ADDITIONAL SELF-CONTAINTED

PAVEMENT VACUUMING TRUCKS SHALL BE REQUIRED TO OPERATE

CONCURRENTLY, AS NECESSARY, TO KEEP THE HAUL ROUTE FREE OF

FOD.

H. THE CONTRACTOR SHALL CONTROL DUST ON THE ACCESS AND

HAUL ROADS AND WITHIN THE WORK AREA AS DIRECTED BY THE

CONTRACTING OFFICER.

I. THE MAXIMUM WIGHT LIMIT FOR ALL PAVED ROADS ON THE

BASE IS THE LEGAL LOAD LIMIT.

J. AT ALL LOCATIONS WHERE CONTRACTOR ACCESS ROUTES AND

HAUL ROADS CROSS ACTIVE TAXIWAYS AND APRONS, THE

FOLLOWING REQUIREMENTS SHALL BE STRICTLY ADHERED TO: FOR

TAXIWAY CROSSINGS, A FULL TIME FLAG PERSON SHALL BE

POSITIONED 200 FEET OFF BOTH SIDES OF AN ACTIVE CENTERLINE

CONTROLLING ALL VEHICULAR TRAFFIC. FOR APRON CROSSINGS, A

FULL TIME FLAG PERSON SHALL BE POSITIONED 100 FEET OFF BOTH

EDGES OF AN ACTIVE APRON CONTROLLING ALL VEHICULAR TRAFFIC.

THE TWO FLAG PERSONS, ONE AT EACH LOCATION, SHALL HAVE

RADIO COMMUNICATION WITH EACH OTHER IN ORDER TO SAFELY

CONTROL VEHICULAR TRAFFIC. ONE SET OF FLAG PERSONS MAY

CONTROL MULTIPLE TAXIWAY AND APRON CROSSINGS, PROVIDED

THAT BOTH LINE OF SIGHT AND RADIO CONTACT BETWEEN THE TWO

FLAG PERSONS IS MAINTAINED. EXACT LOCATION OF FLAG PERSONS

SHALL BE COORDINATED WITH AIRFIELD MANAGEMENT. ALL FLAG

PERSONS SHALL BE CONTRACTOR EMPLOYEES AND OBTAIN AND

POSSESS AN AIRFIELD DRIVER'S LICENSE.

K. DUMP TRUCKS SHALL USE LOAD COVERS AND SHALL BE

LOADED BY THE CONTRACTOR SUCH THAT NO SPILLAGE OCCURS

DURING TRANSIT ON THE TAXIWAYS, APRON, AND STATE, MUNICIPAL

OR BASE ROADWAYS.

L. THE ON-SITE FOREMAN SHALL HAVE RADIO CONTACT WITH THE

CONTROL TOWER AT ALL TIMES THE CONTRACTOR IS WORKING AT

THE SITE.

M. ALL VEHICLES SHALL HAVE COMPANY MARKINGS, AND SHALL

HAVE AND DISPLAY FLIGHT LINE PASSES.

N. ANY VEHICLE REQUIRED TO TRAVEL OVER ANY PORTION OF THE

AIRCRAFT MOVEMENT AREA OR RUNWAY APPROACH AREA SHALL BE

PROPERLY IDENTIFIED TO OPERATE IN THE AREA. ALL VEHICLES NOT

REQUIRING AN ESCORT SHALL BE MARKED WITH A FLASHING YELLOW

BEACON, A FLAG AND IDENTIFIED WITH A SIGN ON THE DRIVER'S

DOOR. VEHICLES REQUIRING AN ESCORT SHALL BE IDENTIFIED WITH

A SIGN ON THE DRIVER'S DOOR. THE FLAG SHALL BE NOT LESS THAN

3-FOOT SQUARE CONSISTING OF A CHECKERED PATTERN OF

INTERNATIONAL ORANGE AND WHITE SQUARES OF NOT LESS THAN

ONE FOOT ON EACH SIDE AND DISPLAYED IN FULL VIEW ABOVE THE

VEHICLE.

O. THE WORK AREA SHALL BE DELINEATED WITH LOW PROFILE

BARRICADES ALONG PAVED AREAS AND ROPE AND BARREL FENCING

ALONG NON-PAVED AREAS. THE CONTRACTOR MUST MAINTAIN A

24-HOUR STANDBY PERSON TO RESPOND TO INACTIVE FLASHING

BARRICADE LIGHTS AND BARRICADE/FENCING POSITIONING

PROBLEMS. SEE SHEET GC501 FOR BARRICADE AND FENCING

DETAILS.

P. CONTRACTOR SHALL COMPLY WITH ALL ASPECTS OF UFC

3-260-01, SECTION 14 CONSTRUCTION PHASING PLAN AND

OPERATIONAL SAFETY ON AIRFIELDS DURING CONSTRUCTION AND

FAA AC 150 5370-2f OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION.

Q. TRENCHES ARE CONSIDERED A CONFINED SPACE AND THE

CONTRACTOR IS TO FOLLOW ALL PROCEDURES AND REQUIREMENTS

OUTLINED IN EM 385-1-1 FOR CONFINED SPACE ENTRY AND

MONITORING.

R. ALL OPEN TRENCHES SHALL BE SURROUNDED BY SAFETY

FENCING. REFERENCE EM 385-1-1 AND SPECIFICATION SECTIONS 01

35 26 GOVERNMENTAL SAFETY REQUIREMENTS AND 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS FOR

REQUIREMENTS.

S. STOCKPILING OF EXCAVATED MATERIALS SHALL BE LIMITED TO

A HEIGHT WHERE MATERIAL CAN BE PROPERLY COVERED AND

MAINTAINED, BUT SHALL NOT EXCEED 4 FEET IN HEIGHT.

T. ALL STOCKPILES OF EXCAVATED MATERIALS LOCATED WITHIN

CONSTRUCTION AREAS SHALL BE COMPLETELY COVERED WITH

TARPING AND SUFFICIENTLY WEIGHTED DOWN TO PREVENT DUST

AND MATERIAL FROM ENTERING ALL OTHER AIRFIELD PAVEMENT

AREAS OUTSIDE OF THE BARRICADED AREA.

U. ALL STOCKPILED MATERIAL MUST BE COVERED AT THE END OF

EACH DAY'S WORK.

V. THE CONTRACTOR SHALL LIMIT UNCOVERED STOCKPILES TO A

MINIMUM.

W. THE COVER USED MUST BE ABLE TO BE PROPERLY SECURED

AND ANCHORED TO PREVENT THE COVER FROM BLOWING AWAY. THE

COVER MUST BE SECURED TO WITHSTAND SUSTAINED WINDS OF UP

TO 50 KNOTS. ADDITIONAL TIE DOWNS SHALL BE REQUIRED IF

EXTREME WEATHER CONDITIONS ARE IMMINENT.

X. PROPER DAMMING SHALL BE PROVIDED AROUND THE ENTIRE

STOCKPILE TO PREVENT SOIL RUN OFF FROM GETTING OUTSIDE OF

THE STOCKPILE AREA. PROPERLY SECURED SILT SOCKS ARE

ADVISED TO PREVENT EROSION FROM STOCKPILES.

Y. MAXIMUM EQUIPMENT HEIGHT ALLOWABLE IN THE AREA SHALL

NOT EXCEED 65'. ANY EQUIPMENT OVER 25 FEET IN HEIGHT WILL

REQUIRE AN AIRFIELD CONSTRUCTION WAIVER, WHICH REQUIRES A

MINIMUM 45 DAYS TO PROCESS.

Z. SUBMIT FAA FORM 7460-1 TO THE FAA PRIOR TO BEGINNING

WORK ON THE AIRFIELD. FAA APPROVAL CAN TAKE UP TO 60 DAYS.

CONTRACT EXTENSIONS DUE TO FAILURE TO SUBMIT THE FORM WILL

NOT BE ALLOWED. INCLUDE IN THE SUBMISSION ALL ANTICIPATED

EQUIPEMENT THAT EXCEEDS 25 FEET IN HEIGHT. APPROXIMATE

COORDINATES OF EQUIPMENT LOCATION IS REQUIRED TO BE

INCLUDED WITH THE FORM. CONSTRUCTION MAY BEGIN WHEN THE

FAA HAS ISSUED A DETERMINATION OF NO HAZARD AND THE

TEMPORARY CONSTRUCTION WAIVER HAS BEEN APPROVED BY THE

BASE COMMANDER.

AA. SUBMIT ALL INFORMATION REQUIRED BY THE AIRFIELD

MANAGER TO SUBMIT FOR THE TEMPORARY CONSTRUCTION WAIVER

TO BE SIGNED BY THE BASE COMMANDER. APPROVAL OF THE

TEMPORARY CONSTRUCTION WAIVER CAN TAKE UP TO 60 DAYS FOR

APPROVAL.

AB. PROTECT ALL EXISTING AIRFIELD LIGHTS AND/OR NAVAIDS

DURING CONSTRUCTION. IF AN EXISTING AIRFIELD LIGHTS AND/OR

NAVAIDS IS DAMAGED BY THE CONTRACTOR, IMMEDIATELY NOTIFY

THE CONTRACTING OFFICER. REPAIR OR REPLACE THE DAMAGED

AIRFIELD LIGHTS AND/OR NAVAIDS AT NO ADDITIONAL COST TO THE

GOVERNMENT. REPAIR ALL DAMAGES TO THE CONTRACTING

OFFICER'S SATISFACTION.

AC. ALL EXCAVATED CONTAMINATED MATERIAL SHALL BE DISPOSED

OF AT THE CONTAMINATED SOIL DISPOSAL LOCATION NEAR THE JB

MDL FUEL FARM.

AD. THE CONSTRUCTION AREA IS LOCATED ADJACENT TO A FORMER

PRACTICE MORTAR RANGE. IF ANYTHING IS DISCOVERED DURING

CONSTRUCTION ACTIVITIES THAT APPEARS TO BE AN UNEXPLODED

ORDINANCE, THE CONTRACTOR SHALL STOP WORK, EVACUATE THE

AREA AND IMMEDIATELY CALL BASE SECURITY.

AE. PRIOR TO BEGINNING ANY WORK ON THE AIRFIELD, THE

EXISTING HYDRANT FUEL PIPING LOOP SERVING HCLA #1 WILL BE

REQUIRED TO BE SHUT OFF AT THE EXISTING ISOLATION VALVE PIT.

COORDINATE THE SHUT DOWN WITH 787TH CES, THROUGH THE

CONTRACTING OFFICER, TWO WEEKS PRIOR TO INITIATING ANY WORK

ON THE AIRFIELD.

AF. REFERNENCE THE AIRFIELD ANNEX OF THE SPECIFICATION FOR

ADDITIONAL REQUIREMENTS FOR WORKING ON THE AIRFIELD.

4. AIR FORCE OPERATIONAL NOTES - FOR INFORMATION ONLY

A. TAXIWAY LIMA WILL BE CLOSED TO AIRCRAFT OPERATIONS

WHILE THE CONTRACTOR IS CONSTRING THE TEMPORARY ACCESS

ROAD TO THE MUNITIONS STORAGE BUILDING. THE CLOSURE WILL BE

DURING NON-OPERATIONAL HOURS AND COORDINATED WITH THE

AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER.

B. A CAUTIONARY NOTICE TO AIRMAN (NOTAM) WILL BE ISSUED BY

THE AIRFIELD MANAGER INDICATING THAT THE DISTANCE TO THE

TEMPORARY FENCING ON THE HCLA IS 170 FEET FROM THE TAXIWAY

LIMA CENTERLINE, AND THERE ARE NO AIRCRAFT RESTRICTIONS ON

TAXIWAY LIMA.

C. EXCEPT FOR THE SHORT DURATION OF CONSTRUCTION OF THE

TEMPORARY ACCESS ROAD, ALL RUNWAYS, APRONS AND TAXIWAYS

WILL BE AVAILABLE FOR AIRCRAFT OPERATIONS AT ALL TIMES DURING

CONSTRUCTION WITH THE EXCEPTION OF THE HCLA, WHICH WILL BE

CLOSED TO AIRCRAFT OPERATIONS.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

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2D S2

6B A0

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6'-0" MIN TO 10'-0" MAX

" M

10"

LOW PROFILE BARRICADE NOTES:

1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT TO PREVENT OVERTURNING DUE TO

HIGH WINDS AND JET ENGINE BLAST.

2. BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2E AND UFC 3-260-04.

3. LOW PROFILE BARRICADES SHALL BE SPACED AT A MAXIMUM OF 10 FOOT INTERVALS AT LOCATIONS INDICATED.

4. FLASHING RED LIGHTS SHALL HAVE AT LEAST 5 CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160

FLASHES PER MINUTE.

5. THE CONTRACTOR SHALL HAVE A PERSON AVAILABLE 24-HOURS A DAY FOR EMERGENCY MAINTENANCE OF LOW PROFILE BARRICADES AND HAZARD LIGHTS. THE CONTRACTOR SHALL INITIATE AND COMPLETE REPAIRS OF LOW PROFILE BARRICADES AND HAZARD LIGHTS WITHIN ONE HOUR OF BEING NOTIFIED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE.

6. REFLECTIVE STRIPES SHALL BE ON ALL LONGITUDINAL SIDES EXCEPT BOTTOM.

C1 TYPICAL LOW PROFILE BARRICADE DETAIL

NO SCALE

A A

EXISTING

TAXILANE

A = 5' B = 12.5'

CLOSED TAXIWAY CROSS NOTES:

1. THE CLOSED TAXIWAY CROSSES SHALL BE CONSTRUCTED USING ONE OF THE FOLLOWING:

* PLYWOOD ANCHORED WITH NAILS

* PLYWOOD ANCHORED DOWN WITH SAND BAGS

* ROLLED OUT AND ANCHORED PICKET FENCE

* FABRIC, SUCH AS CANVAS, ANCHORED WITH SAND BAGS

2. PAINTING OF CLOSED TAXIWAY CROSSES DIRECTLY ON PAVEMENT SHALL NOT BE ALLOWED.

3. CLOSED TAXIWAY CROSSES SHALL BE INSTALLED AT ALL LOCATIONS SHOWN ON SHEET GC101.

4. THE CONTRACTOR SHALL COORDINATE WITH THE AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER, THE EXACT LOCATION OF ALL CLOSED TAXIWAY CROSSES AND THE TIMING OF INSTALLATION AND REMOVAL OF CLOSED

TAXIWAY CROSSES.

5. THE CONTRACTOR SHALL MAINTAIN ALL TAXIWAY CLOSURE CROSSES UNTIL ALL WORK WITHIN THE CONSTRUCTION

AREA IS COMPLETE AND THE AREA IS REOPENED TO AIRCRAFT TRAFFIC.

F4 CLOSED TAXIWAY CROSS DETAIL

NO SCALE

L L 10' C TO C

SEE NOTE 3

L L

C T

O C

N O

A1 TYPICAL LOW PROFILE BARRICADE PLACEMENT DETAIL

NO SCALE

D7 TYPICAL BARREL DETAIL

NO SCALE

C7 ROPE AND BARREL FENCE TYPICAL PLAN DETAIL

NO SCALE

3'-0"

O X

-3

A7 ROPE AND BARREL FENCE TYPICAL ELEVATION DETAIL

NO SCALE

C4 TYPICAL FENCE / BARRICADE CORNER DETAIL

NO SCALE

20'

A4 TYPICAL FENCE CORNER DETAIL

NO SCALE

ROPE AND BARREL FENCE NOTES:

1. 55-GALLON STEEL BARRELS USED IN ROPE AND BARREL FENCE MAY BE NEW OR USED. THE CONTRACTOR SHALL HAVE THE OPTION OF USING NEW OR USED POLYETHYLENE BARRELS IN LIEU OF STEEL BARRELS SHOWN.

POLYETHYLENE BARRELS SHALL BE APPROXIMATELY THE SAME HEIGHT AS STEEL BARRELS SHOWN AND SHALL

HAVE EQUIVALENT ORANGE AND WHITE STRIPES.

2. BARRELS SHALL BE PARTIALLY FILLED WITH SAND OR OTHER SUITABLE BALLAST AS NEEDED TO PREVENT

OVERTURNING.

3. BARRELS SHALL BE SPACED AT 20-FOOT INTERVALS ALONG THE FENCE.

4. THE CONTRACTOR SHALL PROVIDE EITHER A 1/2-INCH DIAMETER RED NYLON ROPE WITH SURVEYING RIBBON OR RED OR ORANGE PLASTIC FLAGGING MATERIAL FOR FENCE SHOWN. SURVEYING RIBBON SHALL BE RED OR ORANGE, A MINIMUM OF 2-FOOT IN LENGTH, AND SHALL BE SPACED AT 3-FOOT INTERVALS ALONG THE NYLON ROPE.

5. SAFETY LATCH HOOKS SHALL BE PROVIDED ON ONE END OF EACH SECTION OF NYLON ROPE OR FLAGGING MATERIAL FOR CONNECTION TO I-BOLTS. THE OPPOSITE END OF THE ROPE OR FLAGGING MATERIAL SHALL BE

SECURELY ATTACHED TO THE I-BOLTS.

6. THE CONTRACTOR SHALL MAINTAIN THE CONTRACTOR WORK AREA FENCE THROUGHOUT THE DURATION OF THE CONTRACT. UPON COMPLETION OF THE CONTRACT, ALL MATERIALS USED IN THE FENCE SHALL BECOME THE

CONTRACTOR'S PROPERTY AND SHALL BE DISPOSED OF OFF THE GOVERNMENT PREMISES.

20'

FLASHING RED LIGHT

SEE NOTE 4

TAXILANE CROSSES

SHALL BE YELLOW

CONSTRUCTION

AREA

CONSTRUCTION

LOW PROFILE BARRICADES CORNER LOW PROFILE

BARRICADES (2)

SOLID ORANGE STRIPE

SOLID WHITE STRIPE

APPROXIMATELY 7"

WIDE STRIPES (TYP)

TIE ROPE SECURELY

TO EYEBOLT

55 GALLON STEEL BARREL

1/4" DIA EYEBOLT WITH

NUT AND WASHER (TYP)

SAFETY LATCH HOOK

FOR EASY OPENING

1/2" RED NYLON ROPE

2' MIN LENGTH RED OR ORANGE

SURVEYING RIBBON

1/4" DIA EYEBOLT WITH

NUT AND WASHER

55 GALLON STEEL BARRELGROUND

PLASTIC

FLAGGING

MATERIAL

PLASTIC

FLAGGING

MATERIAL

BARRELS

LOW PROFILE

BARRICADES

BARREL AT PAVEMENT EDGE

LINE OF BARRELS

EDGE OF PAVEMENT

PAVED AREAPAVED AREA

TURFED AREATURFED AREA

BARRELS (TYP)

CORNER

BARREL

PAVED AREAPAVED AREA

TURFED AREATURFED AREA

EDGE OF PAVEMENT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

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US Army Corps of Engineers

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COCOCOCOM

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GGG

E E

INVERT = 104.60

MATERIAL = CMP

DIAMETER = "

INVERT = 99.98

MATERIAL = CMP

DIAMETER = "

INVERT = 102.79

MATERIAL = MISC

DIAMETER = "

MWMWMW

MWMW

MWMWMW

FUEL PIT

IH 18-03 A

CP-2

IH 18-03 B

MAFB 2

MAFB 3

E E

AF GROUNDING LOOP

(TYPICAL)

AF GROUNDING LOOP

(TYPICAL)

AF GROUNDING LOOP

(TYPICAL)

AF GROUNDING LOOP

(TYPICAL)

W W W W W

T-

JET-AJET-A

JET-A

T-

T- A

T-

JET-AJET-A

T-

ss051p-mw06d

ss051p-gws17

ss051p-mw06s

X X

X X X

X X

1 2 3 4 5 6 7 8 9 10 11 12 13…

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

File details come from the government source that posted it. Updated May 29, 2026.