edge lighting direct buried duct/ conduit detail … · edge of pavement a s i n d i c a t e d #6...

CAD FILE: 1_1_(Figure_1A)_Edge_Lighting_Direct_Buried_Duct_Conduit_Air_Force_Army.dwgSEE NOTES TO DESIGNER FILE: 1_1_(Figure_1A)-NTD.dwg

REFERENCEFIGURE: 1A

3"(75mm)

3"(75mm)

SAND BACKFILL (NOTE 1)

3"(7

5mm

)

#6 (16mm²) SOLID BARECOPPER COUNTERPOISE(NOTE 2)

2" (53mm) SCH 40 PVC WITHCONDUCTORS AS REQUIRED(NOTE 3)

BACKFILL MATERIAL ANDCOMPACTION AS SPECIFIEDIN CONTRACT DOCUMENTS

FINISHED GRADE

4" (100mm) TOPSOIL ORSHOULDER PAVEMENT(NOTE 4)

3"(7

5mm

)

8"(2

00m

m)

NO

TE2

1'-6

"(45

0mm

)MIN

(NO

TE3)

DISTANCE = X(NOTE 2)

DISTANCE = X/2(NOTE 2)

FULL STRENGTHPAVEMENT

EDGE LIGHTING DIRECT BURIED DUCT/ CONDUIT DETAIL(AIR FORCE/ ARMY)SCALE: NTS

3"(75mm)

CENTER LINE OF LIGHT BASE CANS

NOTES FILE: 1_1_(Figure_1A)_Edge_Lighting_Direct_Buried_Duct_Conduit_Air_Force_Army.dwg

DRAWING NOTES - FIGURE 1A (AIR FORCE / ARMY):1. DUCTS UNDER FULL STRENGTH PAVEMENT MUST BE CONCRETE ENCASED WITH A MINIMUM OF 3" (75mm)

CONCRETE ENCASEMENT ON TOP, BOTTOM, AND SIDES. DUCTS UNDER TURF OR PAVED SHOULDERS MUSTBE INSTALLED IN A BED OF SAND BACKFILL.

2. LOCATE COUNTERPOISE HALF WAY BETWEEN FULL-STRENGTH RUNWAY OR TAXIWAY PAVEMENT AND CENTERLINE OF LIGHT BASE CANS. INSTALL COUNTERPOISE 8" (200mm) MINIMUM BELOW FINISHED GRADE.

3. PROVIDE MINIMUM CONDUIT SLOPE OF 0.5 PERCENT WHERE POSSIBLE.

4. WHERE DUCT OR CONDUIT IS BELOW A PAVED SHOULDER, THE PATCH MATERIAL MUST MATCH THE EXISTINGPAVEMENT.

CAD FILE: 1_1_(Figure_1B)_Edge_Lighting_Direct_Buried_Duct_Conduit_Navy.dwgSEE NOTES TO DESIGNER FILE: 1_1_(Figure_1B)-NTD.dwg

REFERENCEFIGURE: 1B

EDGE LIGHTING DIRECT BURIED DUCT/ CONDUIT DETAIL(NAVY)SCALE: NTS

3"(75mm)

3"(75mm)

SAND BACKFILL(NOTE 1)

3"(7

5mm

)

2" (53mm) SCH 40 PVC WITHCONDUCTORS AS REQUIRED

BACKFILL MATERIAL ANDCOMPACTION AS SPECIFIEDIN CONTRACT DOCUMENTS

FINISHED GRADE

4" (100mm) TOPSOIL ORSHOULDER PAVEMENT(NOTE 4)

3"(7

5mm

)

1'-6

"(45

0mm

)MIN

(NO

TE3)


3"(75mm)


#4 (25mm²) STRANDED BARECOPPER COUNTERPOISE(NOTE 2)

8"TO

12"

(200

mm

TO30

0mm

)(N

OTE

2)

NOTES FILE: 1_1_(Figure_1B)_Edge_Lighting_Direct_Buried_Duct_Conduit_Navy.dwg

DRAWING NOTES - FIGURE 1B (NAVY):1. DUCTS UNDER FULL-STRENGTH PAVEMENT, TURF OR PAVED SHOULDERS MUST BE INSTALLED IN A BED OF

SAND BACKFILL.

2. LOCATE COUNTERPOISE ABOVE THE CONDUITS BETWEEN THE LIGHT BASE CANS. INSTALL COUNTERPOISE 8"(200mm) TO 12" (300mm) ABOVE TOP DUCT / CONDUIT.

3. PROVIDE MINIMUM DUCT / CONDUIT SLOPE OF 0.5 PERCENT WHERE POSSIBLE.

4. WHERE DUCT OR CONDUIT IS BELOW A PAVED SHOULDER, THE PATCH MATERIAL MUST MATCH THE EXISTINGPAVEMENT.

CAD FILE: 1_2_(Figure_2A)_Grounding_For_Light_Base_Cans_Air_Force_Army.dwgSEE NOTES TO DESIGNER FILE: 1_2_(Figure_2)-NTD.dwg

REFERENCEFIGURE: 2A

GROUNDING FOR LIGHT BASE CANS (AIR FORCE/ ARMY)SCALE: NTS

GROUNDING FOR GROUPED LIGHT BASE CANS


#6 (16mm²) SOLID BARECOPPER COUNTERPOISE

LIGHT BASE CAN (TYP)

50'-0

"(15

M)M

AXI

MU

MG

RO

UN

DR

OD

SPA

CIN

G(N

OTE

3)

GROUNDING LUGON OUTSIDE(NOTE 2)

3/4" X 10'-0" (20mm X 3M) GROUND ROD (NOTE 3)

GROUNDING FOR ISLOLATED LIGHT BASE CANS


COUNTERPOISELIGHT BASE CAN (TYP)(NOTE 2)







3/4" X 10'-0" (20mm X 3M)GROUND ROD (NOTE 3)

TOPSOIL ORSHOULDERPAVEMENT

TOPSOIL ORSHOULDERPAVEMENT

3/4" X 10'-0" (20mm X 3M) GROUND ROD (NOTE 4)

NOTES FILE: 1_2_(Figure_2A)_Grounding_For_Light_Base_Cans_Air_Force_Army.dwg

DRAWING NOTES - FIGURE 2A (AIR FORCE / ARMY):1. LOCATE COUNTERPOISE HALF WAY BETWEEN FULL STRENGTH RUNWAY OR TAXIWAY PAVEMENT AND CENTER

LINE OF LIGHT BASE CANS. INSTALL COUNTERPOISE 8" (200mm) MINIMUM BELOW FINISHED GRADE.

2. SEE FIGURE 3A FOR GROUNDING CONNECTION TO EXTERNAL LUG ON LIGHT BASE CAN.

3. IF LIGHT BASE CANS ARE SPACED MORE THAN 5'-0" (1.5M), THE CANS ARE ISOLATED AND MUST EACH HAVE AGROUND ROD.

4. INSTALL COUNTERPOISE GROUND RODS EVERY 2000' (600M) MAXIMUM ON STRAIGHT RUNS OFDUCTS/CONDUITS

CAD FILE: 1_2_(Figure_2B)_Grounding_For_Light_Base_Cans_Navy.dwgSEE NOTES TO DESIGNER FILE: 1_2_(Figure_2)-NTD.dwg

REFERENCEFIGURE: 2B

GROUNDING FOR LIGHT BASE CANS (NAVY)SCALE: NTS

GROUNDING FOR GROUPED LIGHT BASE CANS




LIGHT BASE CAN (TYP)(NOTE 2)

GROUNDING LUG ONOUTSIDE (NOTE 2)

3/4" X10'-0" (20mm X 3M)GROUND ROD (NOTE 1)

GROUNDING FOR ISLOLATED LIGHT BASE CANS

FULL STRENGTHPAVEMENT CENTER LINE OF LIGHT BASE CANS


LIGHT BASE CAN (TYP)(NOTE 2)

TOPSOIL OR SHOULDERPAVEMENT



GROUNDING LUG ONOUTSIDE (NOTE 2)

NOTES FILE: 1_2_(Figure_2B)_Grounding_For_Light_Base_Cans_Navy.dwg

DRAWING NOTES - FIGURE 2B (NAVY):1. LOCATE COUNTERPOISE ABOVE THE CONDUITS BETWEEN THE CENTER LINE OF LIGHT BASE CANS. INSTALL

COUNTERPOISE 8" (200mm) TO 12" (300mm) ABOVE TOP DUCT / CONDUIT.

2. SEE FIGURE 3B FOR CONNECTION TO EXTERNAL LUG ON LIGHT BASE CAN.

3. INSTALL GROUND RODS EVERY 2000'-0" (600M) MAXIMUM ON STRAIGHT RUNS OF DUCTS / CONDUITS.

CAD FILE: 1_3_(Figure_3A)_Grounding_Connections_To_Light_Base_Can_Air_Force_Army.dwgSEE NOTES TO DESIGNER FILE: 1_3_(Figure_3)-NTD.dwg

REFERENCEFIGURE: 3A

GROUNDING CONNECTIONS TO LIGHT BASE CAN(AIR FORCE/ ARMY)SCALE: NTS




FULL STRENGTHPAVEMENT CENTER LINE OF

LIGHT BASE CANS

EXOTHERMIC WELD CONNECTIONTO 3/4" X 10'-0" (20mm X 3M)GROUND ROD (NOTE 3)

LIGHT BASE CAN WITHLIGHT FIXTURE

CONCRETE AND REINFORCEMENTCAGE, IF PROVIDED


#6 (16mm²) SOLID BARECOPPER CABLE (TYP)

EXOTHERMIC WELD TOREINFORCEMENT CAGE(NOTE 2)

ONE-HOLE EXOTHERMICLUG (NOTE 1)

ONE-HOLE LUG INTEGRALWITH BASE CAN (NOTE 1)

STAINLESS STEELOR BRONZE BOLTEDHARDWARE (NOTE 1)



NOTES FILE: 1_3_(Figure_3A)_Grounding_Connections_To_Light_Base_Can_Air_Force_Army.dwg

DRAWING NOTES - FIGURE 3A (AIR FORCE / ARMY):1. EACH LIGHT BASE CAN MUST HAVE AN EXTERNAL ONE-HOLE GROUND LUG. CONNECT AN EXOTHERMIC

ONE-HOLE LUG TO GROUNDING CABLE. CONNECT CABLE LUG TO BASE CAN LUG WITH BRONZE OR STAINLESSSTEEL BOLTED HARDWARE.

2. CONNECT GROUNDING CABLE TO REINFORCEMENT CAGE, IF ONE IS PROVIDED. USE EXOTHERMIC WELD.

3. CONNECT GROUND RODS TO COUNTERPOISE AT 2000'-0" (600M) MAXIMUM SPACING FOR STRAIGHT RUNS,USING EXOTHERMIC WELDS. DO NOT BREAK COUNTERPOISE.

4. LOCATE COUNTERPOISE HALF WAY BETWEEN FULL-STRENGTH RUNWAY OR TAXIWAY PAVEMENT AND CENTERLINE OF LIGHT BASE CANS.

5. INSTALL THE GROUND ROD ON THE SIDE OF THE TRENCH THAT IS CLOSEST TO THE RUNWAY OR TAXIWAYPAVEMENT. GROUND ROD MUST BE SEPARATED FROM COUNTERPOISE BY MINIMUM 12" (300mm).

CAD FILE: 1_3_(Figure_3B)_Grounding_Connections_To_Light_Base_Can_Navy.dwgSEE NOTES TO DESIGNER FILE: 1_3_(Figure_3)-NTD.dwg

REFERENCEFIGURE: 3B

GROUNDING CONNECTIONS TO LIGHT BASE CAN (NAVY)SCALE: NTS


EXOTHERMIC WELD CONNECTIONTO 3/4" X 10'-0" (20mm X 3M)GROUND ROD (NOTE 2)

LIGHT BASE CAN WITHLIGHT FIXTURE

CONCRETE AND REINFORCEMENTCAGE, IF PROVIDED

#4 (25mm²) STRANDEDBARE COPPER CABLE(TYP) (NOTE 3)

EXOTHERMIC WELD (TYP)

ONE-HOLE EXOTHERMICLUG (NOTE 1)

ONE-HOLE LUG INTEGRALWITH BASE CAN (NOTE 1)

STAINLESS STEELOR BRONZE BOLTEDHARDWARE (NOTE 1)



COUNTERPOISE IN LINEOF LIGHT BASE CANS

NOTES FILE: 1_3_(Figure_3B)_Grounding_Connections_To_Light_Base_Can_Navy.dwg

DRAWING NOTES - FIGURE 3B (NAVY):1. EACH LIGHT BASE CAN MUST HAVE AN EXTERNAL ONE-HOLE GROUND LUG. CONNECT AN EXOTHERMIC

ONE-HOLE LUG TO GROUNDING CABLE CONNECTED TO COUNTERPOISE. CONNECT CABLE LUG TO BASE CANLUG WITH BRONZE OR STAINLESS STEEL BOLTED HARDWARE.

2. CONNECT GROUND RODS TO COUNTERPOISE AT 2000'-0" (600M) MAXIMUM SPACING FOR STRAIGHT RUNS,USING EXOTHERMIC WELDS. DO NOT BREAK COUNTERPOISE.

3. LOCATE COUNTERPOISE ABOVE THE CONDUITS BETWEEN THE LIGHT BASE CANS.

4. INSTALL THE GROUND ROD ON THE SIDE OF THE TRENCH THAT IS CLOSEST TO THE RUNWAY OR TAXIWAYPAVEMENT.

CAD FILE: 1_4_(Figure_4)_Duct_Marker_Installation_at_Pavement_Edge.dwgSEE NOTES TO DESIGNER FILE: 1_4_(Figure_4)-NTD.dwg

REFERENCEFIGURE: 4

EDGE OF PAVEMENT

AS

IND

ICA

TED #6 (16mm²) SOLID BARE COPPER

COUNTERPOISE (AIR FORCE/ ARMY)OR #4 (25mm2) STRANDED BARECOPPER COUNTERPOISE (NAVY)

TOHANDHOLE

ORMANHOLE

ELECTRICAL DUCTCONCRETE ENCASEDOR CONDUIT STUB OUT

CONCRETEMARKER

3/4" (20mm)CHAMFER

3/4" X 10'-0" (20mm X 3M)GROUND ROD

DUCT MARKER INSTALLATION AT PAVEMENT EDGESCALE: NTS

EXOTHERMIC WELD

3'-0" (0.9M)1'-0" (300mm)

4"(1

00m

m)

REFERENCEFIGURE: 5

CAD FILE: 1_5_(Figure_5)_Typical_Duct_Marker_Layout.dwg SEE NOTES TO DESIGNER FILE: 1_5_(Figure_5)-NTD.dwg

2"(5

0mm

)

3'-0" (0.9M)(TYP)

E

TYPICAL DUCT MARKER LAYOUT

DUCT MARKERS

FIGURE 4 (TYP)

TAX

IWAY

C

MANHOLE

DUCT MARKER

LEGEND:

R/W 01-19

SCALE: NTS

SCALE: NTS

200'-0" (60M)MAX

200'-0

" (60M)

MAX

2"(5

0mm

)

2"(5

0mm

)

4"(1

00m

m)

2"(5

0mm

)

AFL OR ELEC OR COMM

NOTES FILE: 1_5_(Figure_5)_Typical_Duct_Marker_Layout.dwg

DRAWING NOTES - FIGURE 5, DUCT MARKERS:

1. INSTALL DUCT MARKERS AT EACH CHANGE OF DIRECTION.

2. INSTALL DUCT MARKER EVERY 200'-0" (60M) ALONG STRAIGHT RUNS WITH NO ACCESS STRUCTURE.

3. ON STRAIGHT RUNS LESS THAN 200'-0" (60M) INSTALL DUCT MARKER AT MIDPOINT.

4. INSTALL DUCT MARKER AT ENDS OF DUCTS THAT ARE NOT TERMINATED AT MANHOLES.

DRAWING NOTES -FIGURE 5, TYPICAL DUCT MARKER LAYOUT:

1. HAND LETTERING NOT ALLOWED ON MARKERS. LETTERING IS TO BE BOLDLY IMPRESSED. LINE WIDTH MUSTBE 1/2" (13mm) MINIMUM. DEPTH OF IMPRESSION MUST BE 1/4" (6mm) MINIMUM.

2. ARROW ON MARKER TO INDICATE DIRECTION OF DUCTS (WHERE APPLICABLE).

3. ALL MARKERS ARE CONCRETE WITH A MINIMUM OF 4" (100mm) IN THICKNESS.

5"TO

9"(1

25m

mTO

225m

m)

AS

RE

QU

IRED

BY

NFP

A78

0

HO

LDD

OW

NB

AR,

SEE

FIG

UR

E6C

FOR

INS

TALL

ATIO

N

RET

AIN

ING

RIN

G

REB

ARC

OVE

R

BAC

KFIL

LW

ITH

FLO

WA

BLE

FILL

UN

DER

PAV

EMEN

TAN

DSE

LEC

TN

ATIV

EM

ATE

RIA

L2"

(50m

m)I

NTU

RF.

CO

MP

ACT

TOEQ

UAL

OR

GR

EAT

ERA

MO

UN

TTH

ANS

UR

RO

UN

DIN

GAR

EA

FIN

ISH

ED

GR

ADE

OR

TOP

OF

SUBB

ASE

HO

LDD

OW

NBA

R

DU

CT

SPAC

ER

USE

SID

EFO

RM

SIF

NEC

ESSA

RY REFERENCE

FIGURE: 6ACAD FILE: 1_6_(Figure_6A)_Concrete_Encased_Ductbank.dwg

SEE NOTES TO DESIGNER FILE: 1_6_(Figure_6)-NTD.dwg

16-2

"(53

mm

)/2

-4"(

103m

m)/

2-2

"(53

mm

)

2'-0"(600mm)MIN

6"(1

50m

m)

MIN

6"(1

50m

m)

MIN

3"(7

5mm

)M

IN

16W

AY2"

(53m

m)

SC

H40

PVC

2W

AY4"

(103

mm

)S

CH

40PV

C

2W

AY2"

(53m

m)

SC

H40

PVC

A 6A

#6(1

6mm

2 )SO

LID

BAR

EC

OPP

ERC

OU

NTE

RPO

ISE

(AIR

FOR

CE

/AR

MY)

#4(2

5mm

²)ST

RA

ND

EDB

ARE

CO

PPER

CO

UN

TER

POIS

E,(N

AVY

)NO

TE7

(TYP

) DU

CT

SPAC

ER,S

TAG

GE

RSP

ACER

S4"

TO6"

(100

mm

TO15

0mm

)AS

DU

CT

NU

MB

ERIN

CR

EASE

SS

ACR

IFIC

IAL

WO

OD

PLAN

KO

RC

ON

CR

ETE

MU

DP

AD(T

YP)

CO

NC

RE

TEE

NC

AS

ED

DU

CT

BAN

KS

CAL

E:N

TS

SEC

TIO

NS

CAL

E:N

TSA 6A

3"(75mm)

MIN(TYP)

3"(75mm)

MIN

5'-0

"(1.

5M)M

AXTO

NEX

TC

ON

DU

ITS

UP

POR

T

NOTES FILE: 1_6_(Figure_6A)_Concrete_Encased_Ductbank.dwg

DRAWING NOTES - FIGURE 6A:1. FOR SIZE AND NUMBER OF CONDUITS AS WELL AS DUCT BANK FORMATION, SEE PLANS.

2. SEPARATE THE COMMUNICATIONS CONDUIT GROUP FROM THE POWER GROUP ON EITHER LEFT OR RIGHTSIDE AS INDICATED ON PLANS.

3. CONCRETE COVER ON TOP; BOTTOM AND SIDES MUST BE 3" (75mm) MINIMUM.

4. DUCT BANKS MAY BE BORED UNDER EXISTING PAVEMENT. NO OPEN CUTTING OF THE PAVEMENT MAY OCCURWITHOUT BASE APPROVAL. ALL INSTALLATION TECHNIQUES, METHODS, MATERIALS, ETC., MUST BESUBMITTED TO CONTRACTING OFFICER FOR REVIEW PRIOR TO STARTING WORK.

5. CONDUIT AND DUCT BANK RUNS MUST BE STRAIGHT (±4" (100mm) OF CENTERLINE BETWEEN MANHOLES,HANDHOLES, AND BASE CANS) EXCEPT WHERE DESIGNATED DIFFERENTLY ON DESIGN DRAWINGS.

6. CONDUIT TEMPERATURE MUST BE AT BURIAL TEMPERATURE FOR 24 HOURS BEFORE COVERING OR MAKINGMANHOLE/HANDHOLE CONNECTIONS.

7. SEE NFPA 780, CHAPTER 11 FOR LOCATION OF COUNTERPOISE(S) ABOVE DUCT BANKS.

5'-0

"(1.

5M)M

AX

TON

EXT

CO

ND

UIT

SPA

CE

RSU

PPO

RT6"

(150

mm

)M

IN

6"(1

50m

m)

MIN

BET

WE

ENA

DJA

CEN

TC

OU

PLIN

GS

2"O

R4"

(53m

mO

R10

3mm

)C

ON

DU

IT(T

YP)

7/8"

(22m

m)

THIC

KC

UT

TOLE

NG

THW

OO

DBA

SE,

OM

ITBA

SEIF

BAN

KIS

LAID

ON

CO

NC

RET

E

CO

ND

UIT

SPA

CE

RS

SH

OW

NS

TAC

KED

3H

IGH

,STA

GG

ER4"

TO6"

(100

mm

TO15

0mm

)AP

ART

FOR

NEX

TLE

VEL

OF

CO

ND

UIT

REFERENCEFIGURE: 6B

CAD FILE: 1_6_(Figure_6B)_Concrete_Encased_Ductbank_Spacers.dwgSEE NOTES TO DESIGNER FILE: 1_6_(Figure_6)-NTD.dwg

EXT

END

DU

CT

BAN

K5'

-0"(

1.5M

)MIN

BEY

ON

DED

GE

OF

PAVE

ME

NT

EAC

HEN

D

SC

ALE:

NTS

CO

NC

RE

TEE

NC

AS

ED

DU

CT

BAN

KSP

ACER

S

NOTES FILE: 1_6_(Figure_6B)_Concrete_Encased_Ductbank_Spacers.dwg

DRAWING NOTES - FIGURE 6B:1. FOR SIZE AND NUMBER OF CONDUITS AS WELL AS DUCT BANK FORMATION, SEE PLANS.

2. SEPARATE THE COMMUNICATIONS CONDUIT GROUP FROM THE POWER GROUP ON EITHER LEFT OR RIGHTSIDE AS INDICATED ON PLANS.

3. CONCRETE COVER ON TOP; BOTTOM AND SIDES MUST BE 3" (75mm) MINIMUM.

4. DUCT BANKS MAY BE BORED UNDER EXISTING PAVEMENT. NO OPEN CUTTING OF THE PAVEMENT MAY OCCURWITHOUT BASE APPROVAL. ALL INSTALLATION TECHNIQUES, METHODS, MATERIALS, ETC., MUST BESUBMITTED TO CONTRACTING OFFICER FOR REVIEW PRIOR TO STARTING WORK.

5. CONDUIT AND DUCT BANK RUNS MUST BE STRAIGHT (±4" (100mm) OF CENTERLINE BETWEEN MANHOLES,HANDHOLES, AND BASE CANS) EXCEPT WHERE DESIGNATED DIFFERENTLY ON DESIGN DRAWINGS.

6. CONDUIT TEMPERATURE MUST BE AT BURIAL TEMPERATURE FOR 24 HOURS BEFORE COVERING OR MAKINGMANHOLE/HANDHOLE CONNECTIONS.

7. SEE NFPA 780, CHAPTER 11 FOR LOCATION OF COUNTERPOISE(S) ABOVE DUCT BANKS.

REFERENCEFIGURE: 6C

CAD FILE: 1_6_(Figure_6C)_Hold_Down_Bar_Installation.dwgSEE NOTES TO DESIGNER FILE: 1_6_(Figure_6)-NTD.dwg

SCALE: NTS

HOLD DOWN BAR INSTALLATION DETAIL

SACRIFICIAL WOOD PLANK ORCONCRETE MUD PAD (TYP)

DUCTSPACER

HOLD DOWN BAR(NOTE 1)

REBAR COVER(NOTE 3)

RETAINING RING(NOTE 3)

INSTALL RETAINING RINGABOVE HOLD DOWN BAR(NOTE 3)

HOLD DOWN BAR(NOTE 4)

DUCTSPACER

#3 (#10) REBAR CUT TO LENGTH ANDDRIVEN 2'-0" (600mm) MIN INTOGROUND AT 25° ANGLE (NOTE 2)

BOTTOM OF TRENCH

5" (125mm)MIN

NOTES FILE: 1_6_(Figure_6C)_Hold_Down_Bar_Installation.dwg

DRAWING NOTES - FIGURE 6C:1. THE HOLD DOWN BAR IS USED TO PREVENT DUCT FLOTATION DURING THE CONCRETE POUR.

2. DRIVE REBAR INTO THE GROUND AT AN ANGLE OF APPROXIMATELY 15 TO 25 DEGREES OFF PERPENDICULAR.DRIVE REBAR UNTIL HOLD DOWN BAR IS SLIGHTLY DEFORMED. USE ADDITIONAL REBARS ACCORDING TONUMBER OF DUCTS USED.

3. INSTALL RETAINING RING ABOVE HOLD DOWN BAR. PLACE REBAR COVER ABOVE RETAINING RING.

4. PLACE HOLD DOWN BARS UP TO 5'-0" (1.5M) APART UNLESS CONDUIT IS STACKED MORE THAN ONE DUCT HIGH.IT MAY BE NECESSARY TO PLACE HOLD DOWN BARS CLOSER TOGETHER IF IT IS NOT POSSIBLE TO GET AGOOD ANCHOR IN THE GROUND WITH THE REBAR.

5. CONTRACTOR MUST WATCH CONCRETE POUR TO ENSURE THAT CONCRETE DOES NOT HIT ONE END ON THEHOLD DOWN BAR AND CAUSE BAR TO ROTATE AND RELEASE DUCTS.

CAD FILE: 1_7_(Figure_7A)_Field_Attached_Plug_In_Splice_FAA_Type_L_823.dwgSEE NOTES TO DESIGNER FILE: 1_7_(Figure_7A)-NTD.dwg

REFERENCEFIGURE: 7A

REC

EPTA

CLE

HO

USI

NG

PLU

GH

OU

SIN

G

NYL

ON

CAB

LETI

ES

HEA

TSH

RIN

KTU

BIN

GW

/S

EALA

NT

AT

EAC

HE

ND

ON

LY

1/C

,5KV

,L-

824

CAB

LE

HEA

TSH

RIN

KS

HA

LLEX

TEN

D1

1/2"

(38m

m)M

INB

EYO

ND

EN

DO

FC

ON

NEC

TOR

.TYP

EAC

HEN

D1/

8"(3

mm

)1/

8"(3

mm

)

MAT

ING

FAC

EO

FC

ON

NEC

TOR

OVE

RA

LLH

EAT

SHR

INK

TUB

ING

WIT

HO

UT

SEAL

ANT

FIE

LDA

TTAC

HE

DPL

UG

-INSP

LIC

EFA

ATY

PE

L-82

3S

CAL

E:N

TS

NOTES FILE: 1_7_(Figure_7A)_Field_Attached_Plug_In_Splice_FAA_Type_L_823.dwg

DRAWING NOTES - FIGURE 7A:1. INTERIOR PIN AND SOCKETS ARE NOT INDICATED FOR CLARITY.

2. ATTACH EACH CABLE TIE 1/8" (3mm) FROM THE MATING FACE OF THE CONNECTOR HOUSING. TIGHTEN CABLETIE ENOUGH TO HOLD IN PLACE WITHOUT COMPRESSING HOUSING. TRIM OFF EXCESS CABLE TIE.

3. INSTALLATION OF L-823 AND HEAT SHRINK TUBING MUST BE IN STRICT CONFORMANCE WITHMANUFACTURER'S REQUIREMENTS.

REFERENCEFIGURE: 7B

CAD FILE: 1_7_(Figure_7B)_Typical_823_Connector_Detail_Without_Heat_Shrink.dwgSEE NOTES TO DESIGNER FILE: 1_7_(Figure_7B)-NTD.dwg

PEEL BACK PORTIONOF CONNECTOR KIT

L-823 CONNECTOR KIT

3/8" (10mm) TEXT - MACHINESTAMPED (NOT ETCHED)

CABLE TAGS, 2" Ø (50mm),18 GAUGE, STAINLESS STEEL;INSTALL CABLE TAGS WITHL-823 CONNECTOR

3/16" (5mm) HOLE

L-824 CABLE (5KV)

R01E-1PLUG HOUSINGRECEPTACLE HOUSING

1'-0" (300mm)

R01E-1

CABLE

CLEAN CABLE SHEATH WITHSUITABLE SOLVENT

TYPICAL L-823 CONNECTOR DETAILWITHOUT HEAT SHRINKSCALE: NTS

PIN RECEPTACLE

NOTES FILE: 1_7_(Figure_7B)_Typical_823_Connector_Detail_Without_Heat_Shrink.dwg

DRAWING NOTES - FIGURE 7B:1. CONTRACTOR MUST PROVIDE CABLE CIRCUIT IDENTIFICATION MARKERS ATTACHED TO BOTH SIDES OF EACH

CABLE CONNECTION.

2. ATTACH CABLE IDENTIFICATION MARKERS WITH CORROSION RESISTANT MATERIAL.

3. THOROUGHLY CLEAN THE CABLE PRIOR TO THE INSTALLATION OF THE L-823 CONNECTOR KIT.

4. COMPLETE INSTALLATION OF THE PIN/RECEPTACLE WITH “CRIMPING” TOOL SUPPLIED OR RECOMMENDED BYTHE MANUFACTURER AND DESIGNED FOR THIS SPECIFIC PURPOSE. TWO CRIMPING TOOLS MUST BE TURNEDOVER TO THE GOVERNMENT UPON COMPLETION OF THE PROJECT.

5. ATTACH EACH CABLE TIE ENOUGH TO HOLD IN PLACE WITHOUT COMPRESSING HOUSING. TRIM OFF EXCESSCABLE TIE.

6. INSTALLATION OF COMPLETE KIT CONNECTOR MUST BE IN STRICT CONFORMANCE WITH MANUFACTURER'SREQUIREMENTS.

REFERENCEFIGURE: 9

CAD FILE: 2_2_(Figure_9)_Base_Mounted_Elevated_Fixture_Installation.dwgSEE NOTES TO DESIGNER FILE: 2_2_(Figure_9)-NTD.dwg

THREADED HUBWHERE SPECIFIED

2" (53mm) SCH 40 PVCCONDUIT (PER PLAN)

ISOLATIONTRANSFORMER

GROUND STRAP(NOTE 4)

GROUND LINEOR PAVEMENT

2'-0" (600mm) ROUND OR SQUARE IN PAVEMENT2'-6" (750mm) ROUND OR SQUARE WHERE IN GROUND

ELEVATEDEDGE LIGHTAS SPECIFIED

L-823 SECONDARYCONNECTOR(STYLE 8)

COPPER CONNECTOR,ONE PER CONDUCTOR,BOLTED TO INTERNALGROUND LUG

TROWEL FINISHED

FORM EDGE AND TOOL

NOTE 3

TRANSFORMER STAND(OPTIONAL)

L-867, SIZE B, CLASS ILIGHT BASE

NEOPRENE GROMMETWHERE SPECIFIED

CABLE #8, 5 KV L-824TYPE C PER PLAN (TYP)

PROVIDE 3'-0" (0.9M) OFSLACK CABLE TO PERMITCONNECTION OF PRIMARYLEADS TO BE MADEABOVE GROUND

L-823 PRIMARYCONNECTOR (TYP)

CONNECT TO GROUNDROD (AIR FORCE / ARMY)OR COUNTERPOISE (NAVY)(FIGURE 3) (NOTE 2)

PROVIDE FLEXIBLE LIQUIDSEALER (P-605) BETWEENFLANGE RING ANDPAVEMENT

2" (53mm) THREADED HUB

GROUND LUG 6" (150mm)MIN1"

(25m

m)C

RO

WN

NO

TE1

EXTERNALGROUND LUG

INTERNAL GROUND LUG

CONNECT TO REBARCAGE (FIGURE 12)

SCALE: NTS

BASE MOUNTED ELEVATED FIXTURE INSTALLATION

EXOTHERMIC WELD

6"(150mm)

1'-0" (300mm) FLEXIBLE2" (53mm) PVC CONDUIT,IF REQUIRED

NOTES FILE: 2_2_(Figure_9)_Base_Mounted_Elevated_Fixture_Installation.dwg

DRAWING NOTES - FIGURE 9:1. STANDARD HEIGHT IS 14" (350mm). HEIGHT MAY BE ADJUSTED IN AREAS SUBJECT TO SNOW CONDITIONS.

2. AIR FORCE / ARMY AIRFIELDS: GROUND ROD LOCATION IS OUTSIDE THE BASE CAN ON THE SIDE ADJACENT TOTHE COUNTERPOISE AND CONNECTED TO THE EXTERNAL GROUND LUG AND REINFORCEMENT CAGE.PROVIDE 12" (300mm) SEPARATION FROM COUNTERPOISE. NAVY AIRFIELDS: CONNECT THE COUNTERPOISETO THE EXTERNAL GROUND LUG AND REINFORCEMENT CAGE.

3. AIR FORCE / ARMY AIRFIELDS: BOTTOM DRAIN IS OPTIONAL. NAVY AIRFIELDS: BOTTOM DRAIN NOT REQUIRED.

4. PROVIDE 48" (1200mm) BRAIDED COPPER GROUNDING STRAP EQUIVALENT TO #6 (16 SQUARE mm) WIRE.

TYPICAL (FAA CLASS 2)IN-PAVEMENT FIXTURE

L-823 SECONDARYCONNECTOR (STYLE 8)

PROVIDE 3'-0" (0.9M)OF SLACK CABLETO PERMITCONNECTION OFPRIMARY LEADS TOBE MADE ABOVEGROUND

COPPER CONNECTOR.ONE PER CONDUCTOR,BOLTED TO INTERNALGROUND LUG

GROUNDLUG


INTERNAL GROUND LUG


FIXTURE SHALL BE INSTALLED SUCH THAT THEFIXTURE EDGE IS +0" AND -1/16" (-1.6mm) FROMTHE PAVEMENT TOP

FIGURE 11B

CABLE #8, 5 KV L-824-TYPE CPER PLAN (TYPICAL)


TRANSFORMER STAND(OPTIONAL)


2" (53mm) SCH 40PVC CONDUIT(PER PLAN)



REFERENCEFIGURE: 11A

CAD FILE: 2_4_(Figure_11A)_In_Pavement_Fixture_Installation_(Deep_Base).dwgSEE NOTES TO DESIGNER FILE: 2_4_(Figure_11)-NTD.dwg

PAVEMENT

1/2"

(13m

m)

MAX

L-823 PRIMARYCONNECTOR(TYP)

EXTERNAL GROUND LUG

CONNECT TO GROUNDROD OR COUNTERPOISE(FIGURE 3) (NOTE 2)

CONNECT TO REBAR CAGE(FIGURE 12)

NOTE 3

EXOTHERMIC WELD

SCALE: NTS

IN-PAVEMENT FIXTURE INSTALLATION (DEEP BASE)

6"(150mm)

1'-0" (300mm) FLEXIBLE PVCCONDUIT, IF REQUIRED

NOTES FILE: 2_4_(Figure_11A)_In_Pavement_Fixture_Installation_(Deep_Base).dwg

DRAWING NOTES - FIGURE 11A:1. REFER TO FIGURE 12 FOR BASE INSTALLATION DETAILS.

2. AIR FORCE / ARMY AIRFIELDS: GROUND ROD LOCATION IS OUTSIDE THE BASE CAN ON THE SIDE OPPOSITETHE COUNTERPOISE AND CONNECTED TO THE EXTERNAL GROUND LUG. NAVY AIRFIELDS: CONNECTCOUNTERPOISE TO EXTERNAL GROUNDED LUG AND REINFORCEMENT CAGE.

3. AIR FORCE / ARMY AIRFIELDS: BOTTOM DRAIN IS OPTIONAL. NAVY AIRFIELDS: BOTTOM DRAIN NOTREQUIRED.

4. PROVIDE 48" (1200mm) BRAIDED COPPER GROUND STRAP BETWEEN LIGHT BASE CAN AND LIGHT FIXTURE.STRAP MUST BE EQUIVALENT TO NO. 6 (16mm2) CABLE.

REFERENCEFIGURE: 11B

CAD FILE: 2_4_(Figure_11B)_In_Pavement_Light_Detail_(Deep_Base).dwgSEE NOTES TO DESIGNER FILE: 2_4_(Figure_11)-NTD.dwg

#3/8-16 HEX HEAD CERAMIC-METALLICFLUOROPOLYMER COATED, GRADE 2 BOLT,LENGTH IS DETERMINED BY THICKNESS OFFLANGE AND/OR SPACER RINGS 6 PLACES(NOTE 4)

BOLT TO EXTEND MIN1/2" (13mm) BELOWFLANGE

L-868 BASE (NOTE 1)

FLANGE RING WITH INTEGRALPAVEMENT DAM - SPACER RINGSMAY BE ADDED WHERE REQUIRED

1/8" (3mm) RECESS BETWEENFINISHED GRADE AND TOP OFPAVEMENT RING

FLEXIBLE LIQUID SEALER(P-605)

NOTE 2

1/4" (6mm)

1/ 2" (13mm)

SCALE: NTS

IN-PAVEMENT LIGHT DETAIL (DEEP BASE)

NOTES FILE: 2_4_(Figure_11B)_In_Pavement_Light_Detail_(Deep_Base).dwg

DRAWING NOTES - FIGURE 11B:1. REFER TO FIGURE 12 FOR BASE INSTALLATION DETAILS.

2. TWO-PIECE STAINLESS STEEL LOCKING WASHER. DO NOT USE SPLIT-RING TYPE.

3. SPACER RINGS MAY BE REQUIRED FOR PROPER ALIGNMENT OF THE LIGHT FIXTURE.

4. DO NOT USE ANTI-SEIZE COMPOUND ON CERAMIC-METALLIC FLUOROPOLYMER COATED BOLT.

NEW RIGIDPAVEMENT (TYP)

CONDUIT CONDUIT

MAINTAIN MIN 3" (75mm)COVER ON REBAR

TIE BAR CAGE

BASE AND ANCHOR - FLEXIBLE PAVEMENT

BASE AND ANCHOR - RIGID PAVEMENT

CAD FILE: 2_5_(Figure_12)_Base_and_Anchor_Details_(New_Construction).dwgSEE NOTES TO DESIGNER FILE: 2_5_(Figure_12)-NTD.dwg

REFERENCEFIGURE: 12

BASE AND ANCHOR DETAILS(NEW CONSTRUCTION)

6 - #4 (#13) REBAR,LENGTH ASREQUIRED

#4 (#13) REBAR TIES@ 6"± (150mm) OC

6" (150mm)MIN (TYP)

BOTTOM SECTION L-868 BASE

TOPSECTION

L-868BASE

SPACER RING

NOTE 4

P-606 ADHESIVE COMPOUND

CONDUIT CONDUIT

SPE

CIF

IED

DEP

THLIGHTING FIXTURE

CONSTRUCTIONJOINT

SUB BASE

L-868BASE

NOTE 4

NOTE 3

2"(50mm)

MIN

REINFORCEMENTCAGE

PAVEMENT SURFACE

FIGURE 11B

NEOPRENE GROMMET OR THREADEDHUB (AS SPECIFIED) TYP

STD 90° HOOK

NEW FLEXIBLEPAVEMENT (TYP)

LIGHTING FIXTURE

CONSTRUCTIONJOINT

SUB BASE

PAVEMENT SURFACE

FIGURE 11BOPTIONAL CJ (TYP)

SEE FIGURES3A AND 3B

SCALE: NTS

SPE

CIF

IED

DEP

TH

1'-0"(300mm)

MIN (TYP)

6"(150mm)

(TYP)

6"(150mm)

(TYP)

CORE DRILLTHIS SPACE

NOTES FILE: 2_5_(Figure_12)_Base_and_Anchor_Details_(New_Construction).dwg

DRAWING NOTES - FIGURE 12:1. THE USE OF MUD PLATES, SPACER RINGS, EXTENSIONS, ETC., IS DEPENDENT ON PAVING TECHNIQUES.

2. ORIENTATION TOLERANCE FOR THE BASE IS ±1/2 DEGREE FROM THE CENTERLINE INDICATED ON THE PLANS.

3. CONDUIT ENTRANCE CAN BE MADE WITH EITHER A HUB OR GROMMET. IF GROMMET IS USED, CONDUITS MUSTPROTRUDE INTO LIGHT BASE NOT MORE THAN 3/4" (19mm) FOR STEEL AND 1" (25mm) TO 1-1/2" (38mm) FOR PVC.

4. AIR FORCE / ARMY AIRFIELDS: 2" (53mm) PVC CONDUIT TO NEAREST CATCH BASIN OR FRENCH DRAIN ISOPTIONAL. TYPICAL AT EACH LOW POINT OF LIGHTING SYSTEM. NAVY AIRFIELDS: SIDE DRAIN NOT REQUIRED.

CAD FILE: 2_6_(Figure_13)_Deep_Base_Installation_In_Rigid_Pavement_(New_Construction).dwgSEE NOTES TO DESIGNER FILE: 2_6_(Figure_13)-NTD.dwg

REFERENCEFIGURE: 13

DEEP BASE INSTALLATION IN RIGID

REFERENCE EDGE AVAILABLE

NO REFERENCE EDGE AVAILABLE

SANDBAGS (TYP)

ADJUSTABLELEGS (SCREWJACKS)

PIVOTSON PADS

MUD PLATE - 1 3/8" (35mm)BELOW THEORETICAL ELEV

CAST-IN-PLACECONCRETE

REINFORCEMENT CAGE(FIGURE 12)

EXISTINGPAVEMENT

COMPACTEDBASE COURSE

COMPACTEDBASE COURSE

ALIGNMENT JIG(4-JACK)

ADJUSTABLELEGS (SCREWJACKS)

PIVOTSON PADS

PAVEMENT (NEW CONSTRUCTION)SCALE: NTS

ALIGNMENT JIG(4-JACK)

CAST-IN-PLACECONCRETE

REINFORCEMENTCAGE (FIGURE 12)

SANDBAGS (TYP)MUD PLATE - 1 3/8" (35mm)BELOW THEORETICAL ELEV

NOTES FILE: 2_6_(Figure_13)_Deep_Base_Installation_In_Rigid_Pavement_(New_Construction).dwg

DRAWING NOTES - FIGURE 13:1. INSTALL THE ALIGNMENT JIG PER THE BASE MANUFACTURER'S REQUIREMENTS. THE JIG SHOULD BE

PROVIDED WITH ADJUSTABLE LEGS FOR SETTING ELEVATION AND ALIGNMENT PINS FOR SETTING AZIMUTH.

2. ONCE LIGHT BASES ARE SET AT CORRECT ELEVATION, CONDUIT IS INSTALLED BETWEEN THE BASES ANDREINFORCEMENT CAGES ARE FORMED AROUND THE BASE. SUFFICIENT WEIGHT, SUCH AS SAND BAGS,SHOULD BE PLACED ON TOP OF THE JIG TO PREVENT THE LIGHT BASE FROM FLOATING DURING CONCRETEINSTALLATION. THE CONCRETE ANCHOR IS POURED AROUND THE BASE AND ALONG THE CONDUIT TRENCH.INSTRUCT THE CONTRACTOR TO ENSURE THAT ALL VOIDS OR LOOSE MATERIAL BENEATH THE CONDUIT HAVEBEEN ELIMINATED PRIOR TO ENCASING IN CONCRETE. CONCRETE SHOULD BE FLUSH WITH SUB BASE ANDNOT PROTRUDE ABOVE SUB BASE.

3. ONCE THE CONCRETE HAS CURED A MINIMUM OF 24 HOURS, THE JIG MAY BE REMOVED.

4. PAVING CANNOT COMMENCE UNTIL LIGHT BASE CONCRETE ANCHOR HAS CURED FOR 3 DAYS OR REACHEDA STRENGTH OF 3000 PSI.

REFERENCEFIGURE: 14

CAD FILE: 2_7_(Figure_14)_Flexible_Pavement_Or_Overlay_Installation.dwgSEE NOTES TO DESIGNER FILE: 2_7_(Figure_14)-NTD.dwg

STEP 3 STEP 4 COMPLETED INSTALLATION

LARGE CORE DRILLDIAMETER OF FLANGERING W/PAVEMENT RINGPLUS 1/2" (13mm)

NOTE:APPLY THIN LAYER OF SELF-LEVELING SILICONEBETWEEN L-868 BASE, SPACERS, AND FLANGE RING

DIAMETER OF FLANGE RING W/ PAVEMENTRING PLUS 1 /2" (13mm)

MINIMUM 3/4" (20mm)BOLT PROTRUSION

3/4"(20mm)

RIGID CEMENTINGCOMPOUND P-606

L-868 STEEL BASE

SPACER RING AS REQUIRED

FLANGE RING W/PAVEMENT RING

NOTE 2

PAVEMENT SURFACE

FLEXIBLE LIQUIDSEALER, P-605

TOP OF PAVEMENT RING 1/8" (3mm)BELOW PAVEMENT SURFACE

INSET LIGHTFIXTURE

STEP 1(PRIOR TO PAVING)

BASESECTION

5/8" (16mm) PLYWOODCOVER & 1/8" (3mm)MUD PLATE

ALIGNMENT JIG (4-JACK)

NEWCONCRETEANCHOR

EXISTINGPAVEMENT ORCOMPACTED BASE STEP 2

(AFTER PAVING ANDCOMPACTING)

HEIGHT OF BASE,FLANGE RING,AND LIGHT

FLEXIBLEPAVEMENT OROVERLAY

2 - 4" Ø (100mm)CORE DRILL

EQUAL

TOPSECTION

RIGIDCEMENTINGCOMPOUNDP-606

FLANGE RINGDETAIL A

INSET LIGHTFIXTURE

SCALE: NTS

OR OVERLAY INSTALLATIONFLEXIBLE PAVEMENT

SCALE: NTS

DETAILA (RECOMMENDED METHOD)

#3/8-16 HEX HEADCERAMIC-METALLICFLUOROPOLYMER COATED,GRADE 2 BOLT, LENGTH ISDETERMINED BY THICKNESSOF FLANGE AND/OR SPACERRINGS 6 PLACES

NOTES FILE: 2_7_(Figure_14)_Flexible_Pavement_Or_Overlay_Installation.dwg

DRAWING NOTES - FIGURE 14:1. TYPICAL INSTALLATION IN NEW FLEXIBLE PAVEMENT OR OVERLAY OF FLEXIBLE OR RIGID (PCC) PAVEMENT.

2. TWO-PIECE STAINLESS STEEL LOCKING WASHER. DO NOT USE SPLIT-RING TYPE.

3. THE BOTTOM SECTION OF THE LIGHT BASE IS SET AT AN ELEVATION SUCH THAT THE TOP OF THE PLYWOODCOVER AND MUD PLATE IS FLUSH WITH THE SURROUNDING BASE COURSE. THE CONCRETE ANCHOR ISPOURED AND ALLOWED TO CURE FOR 24 HOURS.

4. THE JIG MAY THEN BE REMOVED AND PAVING OPERATIONS MAY BE ACCOMPLISHED.

5. ENSURE CORE DRILLING FOR THE LIGHT BASES IS ACCOMPLISHED AFTER COMPACTION HAS BEENCOMPLETED AND THE PAVEMENT HAS BEEN ACCEPTED BY THE GOVERNMENT.

6. RIGID CEMENTING COMPOUND P-606 IS USED TO FIRMLY SET THE TOP SECTION OR BASE EXTENSION IN PLACEAND BOND TO PAVEMENT. THE FLEXIBLE P-605 IS INSTALLED FROM THE TOP OF THE TOP SECTION OR BASEEXTENSION TO THE TOP OF THE FINISHED PAVEMENT SURFACE. THIS ALLOWS FUTURE ADJUSTMENT OF THEFIXTURE BY REMOVING OR ADDING SPACER RINGS WITHOUT DISRUPTION OF THE BASE. BOTH P-606 AND P-605MUST BE SPECIFIED AS BEING COMPATIBLE WITH TYPE OF PAVEMENT BEING INSTALLED.

REFERENCEFIGURE: 15

CAD FILE: 2_8_(Figure_15)_Factory_Interior_Ground_Lug_And_Braided_Copper_Ground_Strap_Details.dwgSEE NOTES TO DESIGNER FILE: 2_8_(Figure_16)-NTD.dwg

TO GROUND ON IN-PAVEMENTFIXTURE BOTTOM COVERFERRULE, TIN PLATED

TO GROUND LUG INSIDEBASE CAN. TINNED FLATCOPPER SLEEVE

7/16" (11mm) DIAMETER

NOTE:LOCATE GROUND STRAP ONINTERIOR WALL OF BASE CANAND UNDERSIDE OF COVERPLATE

SIDE OF L-868 BASECANS OR UNDERSIDEOF COVERPLATE

FLAT SLEEVE

NUT, BRONZE ORSTAINLESS STEEL

5/16" (8mm) THRU BOLT, BRONZE ORSTAINLESS STEEL#6 (16mm²) AWG CU, THWN-2 OR

XHHW-2 WITH GREEN INSULATION(SAFETY GROUND) AS NEEDED(TYP)

1/4" (6mm) BOLT

GROUND WIRE CLAMP

GROUND CLAMP

3'-0" (0.9M)BRAID TOCOVERPLATE

3'-0" (0.9M)

1" (25mm)

SCALE: NTS

FACTORY INTERIOR GROUND LUG DETAIL1

SCALE: NTS

BRAIDED COPPER GROUND STRAP DETAIL2

EDGE OF FULL STRENGTHPAVEMENT

INSTALL COUNTERPOISE AT HALFDISTANCE FROM EDGE OFPAVEMENT TO LIGHT FIXTUREAND MINIMUM 8" (200mm) DEEP

#6 (16mm2) SOLID BARECOPPER COUNTERPOISE

2" (53mm)SCH 40 PVC


2" (53mm) THREADED WEEP HOLEFOR DRAINAGE (ALL CANS)(OPTIONAL)

ASPHALTSHOULDER

3/4" X 10'-0" (20mm X 3m) CUGROUND ROD WITHEXOTHERMIC CONNECTION,SEE PLANS FOR LOCATION



CAD FILE: 2_8_(Figure_17A)_ Light_Base_Mounting_In_Shoulder_Pavement_Plan_Air_Force_Army.dwgSEE NOTES TO DESIGNER FILE: 2_8_(Figure_17)-NTD.dwg

CONCRETEENCASEMENT

3" (75mm)

10'-0" (3.0M)MAXIMUM

2'-0" (600mm)

(MIN)

LIGHT BASE MOUNTING IN SHOULDER PAVEMENT PLAN(AIR FORCE/ ARMY)SCALE: NTS

3" (75mm)

EDGE OF FULL STRENGTHPAVEMENT

INSTALL COUNTERPOISEABOVE CONDUITS ANDMINIMUM 8" (200mm) DEEP

#4 (25mm2) STRANDED BARECOPPER COUNTERPOISE

2" (53mm) SCH 40 PVC


ASPHALTSHOULDER



CAD FILE: 2_8_(Figure_17B)_ Light_Base_Mounting_In_Shoulder_Pavement_Plan_Navy.dwgSEE NOTES TO DESIGNER FILE: 2_8_(Figure_17)-NTD.dwg

CONCRETEENCASEMENT

3" (75mm)

10'-0" (3.0M)MAXIMUM

2'-0" (600mm)

(MIN)

LIGHT BASE MOUNTING IN SHOULDER PAVEMENT PLAN(NAVY)SCALE: NTS

3" (75mm)

EXOTHERMICTEE-CONNECTION

REFERENCEFIGURE: 17C

CAD FILE: 2_8_(Figure_17C)_Airfield_Isolation_Transformer_Platform.dwgSEE NOTES TO DESIGNER FILE: 2_8_(Figure_17)-NTD.dwg

9/16" (14mm) 2 1/2"(65mm)

1/4"

(6m

m)

7 1/2" Ø (190mm)

71/

2"(1

90m

m)

AIRFIELD ISOLATION TRANSFORMER PLATFORMSCALE: NTS


CAD FILE: 2_9_(Figure_18A)_In_Pavement_Light_Materials.dwgSEE NOTES TO DESIGNER FILE: 2_9_(Figure_18)-NTD.dwg

L-830 ISOLATIONTRANSFORMER

4 ANTI-ROTATION FINS3/16" X 3/4" X 3"(5mm X 20mm X 75mm)

3'-0" (0.9M) CABLESLACK ON EACH SIDE

#8 AWG L-824, 5KV, CABLE(AS INDICATED IN LAYOUT PLANS)

TRANSFORMER STAND (OPTIONAL)

LOAD RING

BRAIDED COPPER GROUND STRAP

2" (53mm) THREADED HUB WEEP HOLE(OPTIONAL FOR AIR FORCE AND ARMY,NOT REQUIRED FOR NAVY)

2" (53mm) SCH 40 PVCCONDUIT

THREADED COUPLINGOR GROMMET

INTERNAL GROUND LUG

L-823 PRIMARY CONNECTOR

GROUND CABLE(FIGURE 3A AND 3B)

STAINLESS STEEL CABLE TAG

L-868B 1'-0" (305mm) Ø (2'-1" (635mm)OR 2'-6" (760mm) DEEP) CLASS 1, #OF HUBS AS SHOWN ON PLANS(NOTE 12)

SPACER RINGS(NOTE 4 )

SNOW PLOW RING WITH O-RING(STYLE 3)

L-823 SECONDARY CONNECTOR

IN-PAVEMENT LIGHT FIXTURE,STYLE 3 (NOTE 7)

2 PIECE LOCK WASHER

SCALE: NTS

IN-PAVEMENT LIGHT MATERIALS1

EXTERNAL GROUND LUG

#3/8-16 HEX HEAD CERAMIC-METALLICFLUOROPOLYMER COATED, GRADE 2BOLT, LENGTH IS DETERMINED BYTHICKNESS OF FLANGE AND/ORSPACER RINGS 6 PLACES (NOTE 4)

NOTES FILE: 2_9_(Figure_18A)_In_Pavement_Light_Materials.dwg

DRAWING NOTES - FIGURE 18A:1. INSTALL CORNER EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0",

-1/16" (1.6mm).

2. SUBMIT ALL BASE CAN INSTALLATION TECHNIQUES, METHODS, MATERIALS, ETC., TO THE GOVERNMENT FORREVIEW AND APPROVAL PRIOR TO THE START OF WORK.

3. BEFORE PAVING MAY PROCEED, THE CONTRACTOR MUST DEMONSTRATE TO THE GOVERNMENT THAT THEBASE CANS ARE AT THE CORRECT LOCATION, ELEVATION, AZIMUTH AND ROTATION AND THAT THE PROPERCLEARANCE EXISTS BETWEEN THE BASE CAN AND THE PAVER.

4. THE SPACER RING IS DESIGNED AS A NOMINAL 3/4" (19mm) THICKNESS. THE SPACER RING MAY BE REQUIREDTO BE THINNER OR THICKER DEPENDING ON BASE CAN INSTALLATION AND PAVING TECHNIQUES /TOLERANCES. THIS CONTRACTOR MUST MEASURE AND DETERMINE THE REQUIRED THICKNESS OF EACHINDIVIDUAL SPACER RING REQUIRED TO PUT THE AIRFIELD LIGHTING FIXTURE AT THE CORRECT ELEVATION,AZIMUTH AND ROTATION. THE CONTRACTOR MAY USE MULTIPLE SPACER RINGS OF VARYING HEIGHTS. NOMORE THAN 3 SPACER RINGS MAY BE USED ON ANY ONE LIGHT INSTALLATION THE MAXIMUM HEIGHTDISPLACEMENT FOR ONE OR MORE SPACER RINGS WILL BE 2" (50mm) OR LESS.

5. THE FINISHED PAVEMENT SURFACE MUST BE PROTECTED FROM FOREIGN SUBSTANCES WHICH COULDCAUSE STAINING, I.E. CONCRETE, OIL, ETC. THE CONTRACTOR MUST IMMEDIATELY CLEAN ALL SPILLS ANDCORRECT/CLEAN ANY STAINED SURFACES AT THE CONTRACTOR'S EXPENSE.

6. THE BASE CAN COVER MOUNTING BOLTS MUST EXTEND THRU THE BASE CAN MOUNTING FLANGE INTO THEBASE CAN A MINIMUM OF ½" (13mm). THE BOLTS MUST BE THREADED THE FULL LENGTH OF THE BOLT.

7. FOR BLANK BASE CANS, DELETE LIGHT FIXTURE AND INSTALL ¾" (19mm) STEEL BLANK COVER.

8. CONNECT TO GROUND ROD (AIR FORCE/ARMY) OR COUNTERPOISE (NAVY) TO BASE CANS.

9. INSTALL TOP OF EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0",-1/16" (1.6mm).

10. IF THE DISTANCE BETWEEN THE EDGE OF THE SNOW RING AND CONCRETE IS 1/8" (3mm) OR LESS, SEAL TOPOF OPENING WITH P-605 SILICONE SEALANT AND DELETE THE P-606 COMPOUND.

11. THE TOP OF FIXTURE MUST NOT EXCEED THE TOP OF THE SNOW PLOW RING (+0", -1/8" (3mm)).

12. THE CONTRACTOR MUST PRE-ASSEMBLE IN-PAVEMENT LIGHT FIXTURE WITH SNOW PLOW RINGS TO ASSUREEACH INDIVIDUAL UNIT ASSEMBLY IS WITHIN TOLERANCE. USE A STRAIGHT EDGE TO VERIFY THE FIXTURE ISLEVEL (TO 1/8" (3mm)). ANY UNITS NOT WITHIN THIS TOLERANCE WILL BE REJECTED. ASSURE SNOW PLOWRINGS ARE CONFIGURED WITH CORRECT NUMBER AND WIDTH OF OPENINGS.

THE CONTRACTOR MUST INSTALL A 25" (635mm) DEEP BASE CAN WHERE THE PCC PAVEMENT THICKNESS IS15" (375mm) AND MUST INSTALL A 30" (750mm) DEEP BASE CAN WHERE THE PAVEMENT THICKNESS IS 20"(500mm).

13. CONTRACTOR MUST ENSURE SEALANT INSTALLATION IS IN ACCORDANCE WITH ELEVATION TOLERANCES OFLIGHT FIXTURE INSTALLATION.

14. CONTRACTOR MUST ENSURE SNOW PLOW RINGS ARE COMPATIBLE AND APPROPRIATE FOR USE WITH BASECANS AND FIXTURES.

15. USE DRAINAGE LAYER AND CONCRETE FOR AIR FORCE/ARMY INSTALLATIONS.

5" (125mm) DRAINAGE LAYER(NOTE 15)

CONCRETE (NOTE 15)

ATTACH CABLE TO GROUND RODAND REINFORCEMENT CAGE(FIGURES 3A AND 3B)

REINFORCEMENT CAGESEE FIGURE 12

1'-3" (375mm) OR 1'-8" (500mm)PCC ± PAVING TOLERANCES

FINISHED PAVEMENT SURFACESLOPE PER CIVIL PLANS

#6 (16mm2) SOLID BARE COPPERCOUNTERPOISE (AIR FORCE/ ARMY)#4 (25mm2) STRANDED BARE COPPERCOUNTERPOISE (NAVY)

APPLY CONCRETE BONDBREAKER OVER TRENCH

COMPACTED BASE COARSE

5" (125mm) DRAINAGE LAYER, (NOTE 15)

CONCRETE, (NOTE 15)

1'-3" (375mm) OR 1'-8" (500mm) PCC± PAVING TOLERANCES

FINISHED PAVEMENT SURFACESLOPE PER CIVIL PLANS

1'-1"(325mm)

3"(7

5mm

)MIN

3"(7

5mm

)MIN

SECTIONSCALE: NTS

A18B


CAD FILE: 2_9_(Figure_18B)_In-Pavement_Light_In_Full_Strength_Pcc.dwgSEE NOTES TO DESIGNER FILE: 2_9_(Figure_18)-NTD.dwg

2" (53mm) SCH 40 PVC CONDUITCONDUIT IS ROTATED 90°AROUND BASE CAN TO SHOWCONDUIT CONNECTION TO BASECAN, SEE SECTION FORCONDUIT INSTALLATION

DOWN SLOPE SIDE OFBASE CAN/LIGHT/SNOWRING INSTALLATION,(FIGURE 19A)

INSTALL BASECAN/FIXTURE LEVEL

PAVEMENT SLOPE

CONCRETEENCASEMENT

2" (53mm)SCH 40 PVCELBOW

2'-0" (600mm)

CORE

8"(2

00m

m)


TO UNDERDRAIN

A18B

SCALE: NTS

IN-PAVEMENT LIGHT IN FULL STRENGTH PCC2

DRAIN OPTIONAL FOR AIRFORCE AND ARMY, NOTREQUIRED FOR NAVY

NOTES FILE: 2_9_(Figure_18B)_Flush_Light_In_Full_Strength_Pcc.dwg

DRAWING NOTES - FIGURE 18B:1. INSTALL CORNER EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0",

-1/16" (1.6mm).


3. BEFORE PAVING MAY PROCEED, THE CONTRACTOR MUST DEMONSTRATE TO THE GOVERNMENT THAT THEBASE CANS ARE AT THE CORRECT LOCATION, ELEVATION, AZIMUTH AND ROTATION AND THAT THE PROPERCLEARANCE EXISTS BETWEEN THE BASE CAN AND THE PAVER.

4. THE SPACER RING IS DESIGNED AS A NOMINAL 3/4" (19mm) THICKNESS. THE SPACER RING MAY BE REQUIREDTO BE THINNER OR THICKER DEPENDING ON BASE CAN INSTALLATION AND PAVING TECHNIQUES /TOLERANCES. THIS CONTRACTOR MUST MEASURE AND DETERMINE THE REQUIRED THICKNESS OF EACHINDIVIDUAL SPACER RING REQUIRED TO PUT THE AIRFIELD LIGHTING FIXTURE AT THE CORRECT ELEVATION,AZIMUTH AND ROTATION. THE CONTRACTOR MAY USE MULTIPLE SPACER RINGS OF VARYING HEIGHTS. NOMORE THAN 3 SPACER RINGS MAY BE USED ON ANY ONE LIGHT INSTALLATION THE MAXIMUM HEIGHTDISPLACEMENT FOR ONE OR MORE SPACER RINGS WILL BE 2" (50mm) OR LESS.


6. THE BASE CAN COVER MOUNTING BOLTS MUST EXTEND THRU THE BASE CAN MOUNTING FLANGE INTO THEBASE CAN A MINIMUM OF ½" (13mm). THE BOLTS MUST BE THREADED THE FULL LENGTH OF THE BOLT.

7. FOR BLANK BASE CANS, DELETE LIGHT FIXTURE AND INSTALL ¾" (19mm) STEEL BLANK COVER.

8. CONNECT TO GROUND ROD (AIR FORCE/ARMY) OR COUNTERPOISE (NAVY) TO BASE CANS.


10. IF THE DISTANCE BETWEEN THE EDGE OF THE SNOW RING AND CONCRETE IS 1/8" (3mm) OR LESS, SEAL TOPOF OPENING WITH P-605 SILICONE SEALANT AND DELETE THE P-606 COMPOUND.

11. THE TOP OF FIXTURE MUST NOT EXCEED THE TOP OF THE SNOW PLOW RING (+0", -1/8" (3mm)).

12. THE CONTRACTOR MUST PRE-ASSEMBLE IN-PAVEMENT LIGHT FIXTURE WITH SNOW PLOW RINGS TO ASSUREEACH INDIVIDUAL UNIT ASSEMBLY IS WITHIN TOLERANCE. USE A STRAIGHT EDGE TO VERIFY THE FIXTURE ISLEVEL (TO 1/8" (3mm)). ANY UNITS NOT WITHIN THIS TOLERANCE WILL BE REJECTED. ASSURE SNOW PLOWRINGS ARE CONFIGURED WITH CORRECT NUMBER AND WIDTH OF OPENINGS.

THE CONTRACTOR MUST INSTALL A 25" (635mm) DEEP BASE CAN WHERE THE PCC PAVEMENT THICKNESS IS15" (375mm) AND MUST INSTALL A 30" (750mm) DEEP BASE CAN WHERE THE PAVEMENT THICKNESS IS 20"(500mm).

13. CONTRACTOR MUST ENSURE SEALANT INSTALLATION IS IN ACCORDANCE WITH ELEVATION TOLERANCES OFLIGHT FIXTURE INSTALLATION.

14. CONTRACTOR MUST ENSURE SNOW PLOW RINGS ARE COMPATIBLE AND APPROPRIATE FOR USE WITH BASECANS AND FIXTURES.

15. USE DRAINAGE LAYER AND CONCRETE FOR AIR FORCE/ARMY INSTALLATIONS.

16. USE THE FOLLOWING INSTALLATION TOLERANCES FOR FIGURE 18B:

INSTALLATION TOLERANCE

ITEM TOLERANCE

LIGHT BEAM ORIENTATION ±1/2" (13mm)

LATERAL SPACING ±1/4" (6mm)

FIXTURE LEVEL ±1/2 DEGREE IN X AND Y DIRECTION

FIXTURE ELEVATION (LOW SIDE OF PAVEMENT) +0 - 1/16" (1.6mm)

LONGITUDINAL SPACING ±1/4 DEGREE


CAD FILE: 2_9_(Figure_19A)_Mounting_Hardware.dwgSEE NOTES TO DESIGNER FILE: 2_9_(Figure_19)-NTD.dwg

SEALANT FAA P-605(FIGURE 18, NOTE 10)

MANUFACTURERATTACHED FIXTUREGROUND LUG

BRAIDED COPPERGROUND STRAP

SPACER RING, ASREQUIRED FOR FINALHEIGHT ADJUSTMENT

SNOW PLOW PIN - DRILLHOLE IN CONCRETE FORPIN AND EPOXY

SNOW PLOW RING(FIGURE 18, NOTE 1)

P-606 RIGID SEALANT(FIGURE 18, NOTE 10)

HIGH STRENGTHNON SHRINK GROUT

TOP EDGE OF IN-PAVEMENTLIGHT FIXTURE (FIGURE 18A,NOTE 9)

FIGURE 18A,(NOTE 12)

O-RING INGROOVE

L-868BBASE CAN

1/2"

(13m

m)

3/4"

(20m

m)

NOTE 1

1/4" (6mm) MAX3/

4"(2

0mm

)

1/2"

(13m

m)

SCALE: NTS

MOUNTING HARDWARE3

#3/8-16 HEX HEAD CERAMIC-METALLICFLUOROPOLYMER COATED, GRADE 2BOLT, LENGTH IS DETERMINED BYTHICKNESS OF FLANGE AND/ORSPACER RINGS 6 PLACES (NOTE 4)

SCALE: NTS

STRAIGHTEDGE CHECK DETAIL4


CAD FILE: 2_9_(Figure_19B)_Straightedge_Check_Detail.dwgSEE NOTES TO DESIGNER FILE: 2_9_(Figure_19B)-NTD.dwg

PAVEMENT CROSS SLOPE STRAIGHTEDGE

PAVEMENTPAVEMENT

LIGHT BASE

TRAFFIC DIRECTION

CR

OSS

SLO

PE

FIXTURE

STRAIGHTEDGE

CHECK ATFIXTURE EDGE

NOTES FILE: 2_9_(Figure_19B)_Straightedge_Check_Detail.dwg

DRAWING NOTES - FIGURE 19B:1. STRAIGHTEDGE SHOULD BE 10'-0" (3M) LONG. NOTCH APPROXIMATELY 1" (25mm) HIGH, AND ABOUT 1"-2"

(25mm-50mm) LONGER THAN FIXTURE DIAMETER.

2. A 1/16" (1.6mm) ALLEN WRENCH IS A GOOD TOOL TO USE TO DETERMINE HEIGHT TOLERANCE OF FIXTURE (ORSNOW PLOW RING) RELATIVE TO LOW SIDE OF PAVEMENT. SLIDE STRAIGHTEDGE ON TO FIXTURE OR SNOWPLOW RING EDGE TO MEASURE. IF STRAIGHTEDGE RIDES UP ON THE EDGE, FIXTURE IS TOO HIGH. IF EDGE ISMORE THAN 1/16 INCH (1.6mm) BELOW STRAIGHTEDGE, THE FIXTURE IS TOO LOW.

3. CHECK STRAIGHTEDGE IN BOTH DIRECTIONS TO VERIFY THERE IS NO UNUSUAL PAVEMENT BUILD-UP IN THEPROXIMITY OF THE LIGHT THAT MIGHT BLOCK PART OF THE LIGHT BEAM.

4. A LEVEL ON TOP OF THE STRAIGHTEDGE CAN VERIFY COMPLIANCE WITH LEVEL TOLERANCE.


CAD FILE: 2_10_(Figure_20A)_L_804_Elevated_Runway_Guard_Light_Holding_Position_Edge_Light_Installation.dwgSEE NOTES TO DESIGNER FILE: 2_10_(Figure_20A)-NTD.dwg


2" (53mm) SCH 40 PVCCONDUIT (PER PLAN)



GROUND LINEOR PAVEMENT

2'-0" (600mm) ROUND OR SQUARE IN PAVEMENT2'-6" (750mm) ROUND OR SQUARE WHERE IN GROUND

L-823 SECONDARYCONNECTOR

COPPER CONNECTOR,ONE PER CONDUCTOR,BOLTED TO INTERNALGROUND LUG

TROWEL FINISHED

FORM EDGE AND TOOL

NOTE 3

OPTIONAL TRANSFORMERSTAND



CABLE #8, 5 KV L-824TYPE C PER PLAN (TYP)

PROVIDE 3'-0" (0.9M) OFSLACK CABLE TO PERMITCONNECTION OF PRIMARYLEADS TO BE MADEABOVE GROUND

L-823 PRIMARYCONNECTOR (TYP)

CONNECT TO GROUND ROD(FIGURES 3A AND 3B),(NOTE 2)

PROVIDE FLEXIBLE LIQUIDSEALER (P-605) BETWEENFLANGE RING ANDPAVEMENT


GROUNDLUG

6" (150mm)MIN

1"(2

5mm

)C

RO

WN

EXTERNALGROUND LUG

INTERNAL GROUND LUG

CONNECT TO REBAR CAGE(FIGURES 3A AND 3B)

EXOTHERMIC WELD

6"(150mm)

1'-0" (300mm) FLEXIBLE PVCCONDUIT, IF REQUIRED

L-867 3/8" (10mm) BASEPLATE(NOTE 6)

FRANGIBLECOUPLING

ELEVATED RUNWAYGUARD LIGHT/HOLDING POSITIONEDGE LIGHT

3/8"-16 STAINLESS STEELBOLT, TYP OF 6 (NOTE 3)

2 PIECE CEC LOCK WASHEROR EQUIVALENT

TETHER

L-804 ELEVATED RUNWAY GUARD LIGHT/

SCALE: NTS

HOLDING POSITION EDGE LIGHTINSTALLATION MATERIALS

NOTES FILE: 2_10_(Figure_20A)_L_804_Elevated_Runway_Guard_Light_Installation.dwg

DRAWING NOTES - FIGURE 20A:1. POWER THE ELEVATED RUNWAY GUARD LIGHTS (RGL/HPL) FROM THE CIRCUIT INDICATED.

2. BEFORE CORING IN PAVEMENT MAY PROCEED, THE CONTRACTOR MUST DEMONSTRATE TO THECONTRACTING OFFICER THAT THE BASE CANS ARE AT THE CORRECT LOCATION. BEFORE CASTINGCONCRETE AROUND BASE CAN, THE CONTRACTOR MUST DEMONSTRATE TO THE CONTRACTING OFFICERTHAT THE BASE CANS ARE AT THE CORRECT ELEVATION, AZIMUTH AND ROTATION.

3. AIR FORCE/ ARMY AIRFIELDS: BOTTOM DRAIN IS OPTIONAL.NAVY AIRFIELDS: BOTTOM DRAIN NOT REQUIRED.

4. THE INSIDE EDGE OF THE RGL HOUSING MUST BE 10'-0" (3M) TO 17'-0" (5.1M) FROM THE EDGE OF FULLSTRENGTH PAVEMENT. THE INSIDE EDGE OF THE HPL MUST BE NOT LESS THAN 3'-0" (0.9M) BEYOND THEOUTSIDE EDGE OF THE HOLDING POSITION SIGN FOR NAVY AIRFIELDS.


6. THE CONTRACTOR MUST USE A HEAVY DUTY BASE PLATE FOR INSTALLATION OF THE L-804 RGL/HLP.PROVIDE STAINLESS STEEL TETHER FOR RGL/HLP.

7. INSTALLATION OF THE BASE CAN IS SIMILAR TO THE INSTALLATION OF AN ELEVATED FIXTURE IN SHOULDERPAVEMENT. SEE FIGURES 20A AND 20B.

8. PROVIDE BRAIDED COOPER GROUND STRAP BETWEEN LIGHT BASE CAN AND LIGHT FIXTURE. STRAP MUSTBE EQUIVALENT TO NO. 6 (16 SQUARE mm) CABLE.

T/W

ELEVATED RUNWAY GUARD LIGHT(AIR FORCE/ ARMY) VERTICALAIMING ANGLE BETWEEN 5° AND10° ABOVE THE HORIZONTAL

RUNWAY HOLD POSITIONMARKING

SEE RUNWAY GUARDLIGHT (NOTE 4)

10'-0" (3M) TO 17'-0" (5.1M) 10'-0" (3M) TO 17'-0" (5.1M)

100'

-0"(

30M

)


CAD FILE: 2_10_(Figure_20B)_L_804_Elevated_RGL_HPL_Aiming_Diagram.dwgSEE NOTES TO DESIGNER FILE: 2_10_(Figure_20B)-NTD.dwg

SCALE: NTS

AIMING DIAGRAM

CL

3'-0" (0.9M)MINIMUM

HPL (NAVY)VERTICAL AIMING 10°ABOVE HORIZONTAL

HOLDING POSITION SIGN

HPL (NAVY)

HOLDING POSITION SIGN

3'-0" (0.9M)MINIMUM

L-804 ELEVATED RUNWAY GUARD LIGHT (RGL)

SCALE: NTS

(AIR FORCE/ ARMY)HOLDING POSITION EDGE LIGHT (HPL) (NAVY)

150'

-0"(

45M

)

TOR

UN

WAY

2'-0

"(60

0mm

)

2'-0

"(60

0mm

)

35'-0" (10.5M)MINIMUM

35'-0" (10.5M)MINIMUM

NOTES FILE: 2_10_(Figure_20B)_L_804_Elevated_RGL_HPL_Aiming_Diagram.dwg

DRAWING NOTES - FIGURE 20B:1. POWER THE ELEVATED RUNWAY GUARD LIGHTS (RGL/HPL) FROM THE CIRCUIT INDICATED.

2. BEFORE CORING IN PAVEMENT MAY PROCEED, THE CONTRACTOR MUST DEMONSTRATE TO THECONTRACTING OFFICER THAT THE BASE CANS ARE AT THE CORRECT LOCATION. BEFORE CASTINGCONCRETE AROUND BASE CAN, THE CONTRACTOR MUST DEMONSTRATE TO THE CONTRACTING OFFICERTHAT THE BASE CANS ARE AT THE CORRECT ELEVATION, AZIMUTH AND ROTATION.

3. AIR FORCE/ ARMY AIRFIELDS: BOTTOM DRAIN IS OPTIONAL.NAVY AIRFIELDS: BOTTOM DRAIN NOT REQUIRED.

4. THE INSIDE EDGE OF THE RGL HOUSING MUST BE 10'-0" (3M) TO 17'-0" (5.1M) FROM THE EDGE OF FULLSTRENGTH PAVEMENT. THE INSIDE EDGE OF THE HPL MUST BE NOT LESS THAN 3'-0" (0.9M) BEYOND THEOUTSIDE EDGE OF THE HOLDING POSITION SIGN FOR NAVY AIRFIELDS.


6. THE CONTRACTOR MUST USE A HEAVY DUTY BASE PLATE FOR INSTALLATION OF THE L-804 RGL/HLP.PROVIDE STAINLESS STEEL TETHER FOR RGL/HLP.

7. INSTALLATION OF THE BASE CAN IS SIMILAR TO THE INSTALLATION OF AN ELEVATED FIXTURE IN SHOULDERPAVEMENT. SEE FIGURES 20A AND 20B.

8. PROVIDE BRAIDED COOPER GROUND STRAP BETWEEN LIGHT BASE CAN AND LIGHT FIXTURE. STRAP MUSTBE EQUIVALENT TO NO. 6 (16 SQUARE mm) CABLE.

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MIN


CAD FILE: 3_1_(Figure_29A)_Airfield_Guidance_Sign_Detail_Air_Force_Army.dwgSEE NOTES TO DESIGNER FILE: 3_1_(Figure_29A)-NTD.dwg

3'-0

"(9

00m

m)

3'-0

"(9

00m

m)

3'-0

"(9

00m

m)

REI

NFO

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ED

CO

NC

RET

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IGN

PA

D(N

OTE

2)

2"(50mm)MAX

NOTES FILE: 3_1_(Figure_29A)_Airfield_Guidance_Sign_Detail_Air_Force_Army.dwg

DRAWING NOTES - FIGURE 29A (AIR FORCE / ARMY):1. AIR FORCE / ARMY: DO NOT CONNECT COUNTERPOISE TO THE TRANSFORMER BASE. CONNECT

TRANSFORMER BASE AND COUNTERPOISE TO SEPARATE GROUND RODS.

2. SIGN PAD MUST HAVE A 1/2" (13mm) CHAMFER ON ALL EXPOSED HORIZONTAL EDGES. EXTEND PAD 36"(900mm) CLEAR ON ALL SIDES OF SIGN. SLOPE THE TOP SURFACE TO DRAIN AWAY FROM SIGN,APPROXIMATELY 1% (1/8"/FT) (3mm/300mm). THE TOP OF THE PAD MUST BE APPROXIMATELY 1" (25mm)ABOVE THE SURROUNDING GRADE.

3. MAXIMUM OVERALL SIGN LENGTH: SIZE 3 - 14'-2"(4290mm).

4. ONE TETHER AT EACH END OF THE SIGN IF SEPARATE SIGN MODULES ARE CONNECTED TOGETHER WITHIN ACONTINUOUS FRAME.

5. THE FRANGIBILITY POINT MUST BE NO GREATER THAN 3" (75mm) ABOVE THE GRADE ADJACENT TO THE PAD.

6. SURROUNDING GRADE MUST SLOPE 1/4" (6mm) PER FOOT AWAY FROM THE PAD FOR 15'-0" (4.5M). SOD ORSEED AS REQUIRED.

7. PAD THICKNESS AND REINFORCING WILL VARY DEPENDING ON THE LENGTH AND NUMBER OF SIGN MODULESINSTALLED AS WELL AS THE WIND LOADING (JET BLAST) EXPECTED

SC

ALE

:NTS

#4(2

5mm

2 )S

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EC

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PER

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TWED

GE:

SIZ

E2

-(N

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8)S

IZE

4-5

0'-0

"TO

75'-0

"(15

M-2

2.5M

)

OV

ER

ALL

MO

UN

TIN

GH

EIG

HT:

SIZ

E2

-2'-0

"TO

2'-6

"(60

0-75

0mm

)(N

OTE

8)S

IZE

3-3

'-0"T

O3'

-6"(

900-

1050

mm

)S

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4-4

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1350

-150

0mm

)

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NW

AY

OR

TAX

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TYP

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L-85

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L-86

7,C

LASS

1AS

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L-86

7,C

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SIT

RAN

SFO

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ERB

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E,S

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B,1

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300m

m)Ø

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-0"(

600m

m)D

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PW

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3/8"

(10m

m)G

ALV

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STEE

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2"(5

3mm

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IDP

VCC

ON

DU

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FIG

UR

E30

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TEEL

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UP

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SIG

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L(N

AVY)

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AR

CAG

E(F

IGU

RE

12)

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50m

m)

MIN


CAD FILE: 3_1_(Figure_29B)_Airfield_Guidance_Sign_Detail_Navy.dwgSEE NOTES TO DESIGNER FILE: 3_1_(Figure_29B)-NTD.dwg

3'-0

"(9

00m

m)

3'-0

"(9

00m

m)

REI

NFO

RC

ED

CO

NC

RET

ES

IGN

PA

D(N

OTE

2)

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DS

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OR

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LAYE

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3"(75mm)

3'-0

"(9

00m

m)

3'-0

"(9

00m

m)

3"(7

5mm

)

2"(50mm)MAX

NOTES FILE: 3_1_(Figure_29B)_Airfield_Guidance_Sign_Detail_Navy.dwg

DRAWING NOTES - FIGURE 29B (NAVY):1. NAVY: DELETE GROUNDS RODS. CONNECT COUNTERPOISE TO BASE CAN.

2. SIGN PAD MUST HAVE A 1/2" (13mm) CHAMFER ON ALL EXPOSED HORIZONTAL EDGES. EXTEND PAD 36"(900mm) CLEAR ON ALL SIDES OF SIGN. SLOPE THE TOP SURFACE TO DRAIN AWAY FROM SIGN,APPROXIMATELY 1% (1/8"/FT) (3mm/300mm). THE TOP OF THE PAD MUST BE APPROXIMATELY 1" (25mm)ABOVE THE SURROUNDING GRADE.

3. MAXIMUM OVERALL SIGN LENGTH: SIZE 3 - 14'-2"(4290mm).

4. ONE TETHER AT EACH END OF THE SIGN IF SEPARATE SIGN MODULES ARE CONNECTED TOGETHER WITHINA CONTINUOUS FRAME.

5. THE FRANGIBILITY POINT MUST BE NO GREATER THAN 3" (76mm) ABOVE THE GRADE ADJACENT TO THE PAD.

6. SURROUNDING GRADE MUST SLOPE 1/4" (6mm) PER FOOT AWAY FROM THE PAD FOR 15'-0" (4.5M). SOD ORSEED AS REQUIRED.

7. PAD THICKNESS AND REINFORCING WILL VARY DEPENDING ON THE LENGTH AND NUMBER OF SIGNMODULES INSTALLED AS WELL AS THE WIND LOADING (JET BLAST) EXPECTED.

8. FOR NAVY SIZE 2 SIGNS, DISTANCE FROM RW OR TW CAN BE 25' TO 35' (7.5M TO 10.5M) IF SIGN HEIGHT ISNOT MORE THAN 2'-0" (0.6M) ABOVE RW OR TW EDGE OF FULL-STRENGTH PAVEMENT.


CAD FILE: 3_2_(Figure_30A)_Sign_Base_Power_Leg_Mounting_Detail_Air_Force_Army.dwgSEE NOTES TO DESIGNER FILE: 3_2_(Figure_30A)-NTD.dwg

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SC

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(AIR

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NOTES FILE: 3_2_(Figure_30A)_Sign_Base_Power_Leg_Mounting_Detail_Air_Force_Army.dwg

DRAWING NOTES - FIGURE 30A (AIR FORCE / ARMY):1. SEE SPECIFICATIONS FOR ADDITIONAL GROUNDING REQUIREMENTS INSIDE THE SIGN.

2. GROUNDING CONDUCTORS MUST BE THWN-2 OR XHHW-2.

3. GRAVEL SUMP BELOW FIXTURE BASE IS NOT REQUIRED WHERE DRAIN LINE IS RUN TO PAVEMENTUNDER-DRAIN SYSTEM. THE PREFERRED METHOD FOR DRAINING THE BASE CAN IS TO ROUTE THE DRAINLINE TO PAVEMENT UNDER DRAIN SYSTEM OR CLOSEST CATCH BASIN. IF A GRAVEL SUMP (FRENCH DRAIN)IS INSTALLED, CAUTION SHOULD BE TAKEN TO PREVENT THE UNDERMINING OF THE SIGN FOUNDATION.


CAD FILE: 3_2_(Figure_30B)_Sign_Base_Power_Leg_Mounting_Detail_Navy.dwgSEE NOTES TO DESIGNER FILE: 3_2_(Figure_30B)-NTD.dwg

#6(1

6mm

2 )GR

EEN

INS

ULA

TED

GR

OU

ND

INTE

RN

AL

GR

OU

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(NO

TE1)

L-85

8G

UID

AN

CE

SIG

N

FRA

NG

IBLE

CO

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ING

6"(1

50m

m)O

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ON

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AN

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RM

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AND

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HE

RE

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CIF

IED

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ON

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RY

CO

NN

EC

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AL

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ND

LUG

CAB

LEC

LAM

P

NEO

PREN

EG

RO

MM

ET

L-86

7C

LASS

1A,S

IGN

BAS

E,1'

-0"(

305m

m)Ø

X3"

(76m

m)D

EEP

REB

ARC

AGE

(FIG

UR

E12

)

THR

EAD

ED

HU

BW

HER

ESP

ECIF

IED

L-82

3,C

ON

NEC

TOR

#6(1

6mm

2 )GR

EEN

INS

ULA

TED

PR

IMAR

YC

IRC

UIT

SAF

ETY

GR

OU

ND

(NO

TE2)

3"(7

5mm

)

SC

ALE:

NTS

SIG

NBA

SEP

OW

ERLE

GM

OU

NTI

NG

DE

TAIL

(NAV

Y)

#4(2

5mm

²)ST

RAN

DED

BAR

EC

OPP

ERTO

CO

UN

TER

POIS

E

3"(75mm)

1/2"

(13m

m)E

XPAN

SIO

NJO

INT

FILL

ER

MAT

ERIA

L

NOTES FILE: 3_2_(Figure_30B)_Sign_Base_Power_Leg_Mounting_Detail_Navy.dwg

DRAWING NOTES - FIGURE 30B (NAVY):1. SEE SPECIFICATIONS FOR ADDITIONAL GROUNDING REQUIREMENTS INSIDE THE SIGN.

2. GROUNDING CONDUCTORS MUST BE THWN-2 OR XHHW-2.

3. GRAVEL SUMP BELOW FIXTURE BASE IS NOT REQUIRED WHERE DRAIN LINE IS RUN TO PAVEMENTUNDER-DRAIN SYSTEM. THE PREFERRED METHOD FOR DRAINING THE BASE CAN IS TO ROUTE THE DRAINLINE TO PAVEMENT UNDER DRAIN SYSTEM OR CLOSEST CATCH BASIN. IF A GRAVEL SUMP (FRENCH DRAIN)IS INSTALLED, CAUTION SHOULD BE TAKEN TO PREVENT THE UNDERMINING OF THE SIGN FOUNDATION.

REFERENCEFIGURE: 31

CAD FILE: 4_1_(Figure_31)_L_867_Size_D_Handhole.dwgSEE NOTES TO DESIGNER FILE: 4_1_(Figure_31)-NTD.dwg

3/8" (10mm) COVER PLATEWITH GASKET ANDSTAINLESS STEEL BOLTS

GASKET

L-867 SIZE D, 1'-4" Ø(406mm) CLASS I LIGHTBASE

#6 (16mm2) SOLID BARE COPPERCOUNTERPOISE (AIR FORCE/ ARMY)#4 (25mm2) STRANDED BARECOPPER WIRE (NOTE 3) (NAVY)

2" Ø (53mm)DRAIN HOLE(NOTE 4)

6" (150mm) CONCRETEENCASEMENT

2" (53mm) MINIMUM PVC CONDUITWITH 1'-0" (300mm) STUB

PVC FLEXIBLECONNECTOR

2" (53mm) MINIMUMPVC CONDUIT WITHCONDUCTORS ASREQUIRED

2" (53mm) HUB(AS REQUIRED)

SUMP, FILL WITHCRUSHED STONE,COMPACTED

INTERNAL GROUND LUG

1'-0

"(3

00m

m)

2'-0

"(6

00m

m)

1'-0"(300mm)

RGS/PVC ADAPTERCOUPLING

6" (150mm)

NOTE 3

SCALE: NTS

L-867 SIZE D HANDHOLE

EXTERNAL GROUND LUG

6" (150mm)MIN (TYP)

REINFORCING BAR CAGE(FIGURE 12)

GROUND WIRE IF REQUIREDFOR CONSTANT VOLTAGECIRCUITS (NOTE 5)

NOTES FILE: 4_1_(Figure_31)_L_867_Size_D_Handhole.dwg

DRAWING NOTES - FIGURE 31:1. IF CONSTANT VOLTAGE CIRCUITS ARE ROUTED THROUGH THE HANDHOLES THE MINIMUM #6 (16 SQUARE mm)

EQUIPMENT GROUND MUST BE ROUTED WITH THE SYSTEM CONDUCTORS IN THE CONDUIT AND CONNECTEDTO THE GROUND LUG IN EACH LIGHT BASE. IT MUST ALSO BE BONDED TO THE ELECTRICAL GROUND AT THESYSTEM'S SUBSTATION (VAULT) POWER SUPPLY GROUND BUS. PROVIDE GREEN INSULATED THWN-2 ORXHHW-2 GROUND WIRE SIZED PER NEC FOR CONSTANT VOLTAGE CIRCUITS.

2. THE FLEXIBLE CONNECTOR MUST BE PVC.

3. FOR AIR FORCE / ARMY AIRFIELDS, CONNECT GROUND ROD TO HANDHOLE EXTERNAL GROUND LUG WITH #6(16 SQUARE mm) SOLID BARE COPPER AND LET COUNTERPOISE PASS THE HANDHOLE WITHOUT CONNECTION.FOR NAVY AIRFIELDS, CONNECT #4 (25 SQUARE mm) STRANDED BARE COPPER COUNTERPOISE TO EXTERNALGROUND LUG. DO NOT PROVIDE GROUND ROD AT HANDHOLE.

4. FOR AIR FORCE / ARMY AIRFIELDS, BOTTOM DRAIN IS OPTIONAL. FOR NAVY AIRFIELDS, BOTTOM DRAIN IS NOTREQUIRED.

CO

NC

RET

ES

LAB

8"D

x2'

-0"W

x6'

-0"L

(200

mm

X60

0mm

X1.

8M)

#4(2

5mm

)GN

D

#4(2

5mm

)(M

IN)

CO

UN

TER

POIS

E

SU

MP,

FILL

WIT

HC

RU

SHED

STO

NE

CAD FILE: 4_2_(Figure_32)_Voltage_Driven_Sequenced_Flasher_Power_Supply_And_Junction_Box_Mounting_Detail.dwgSEE NOTES TO DESIGNER FILE: 4_2_(Figure_32)-NTD.dwg

REFERENCEFIGURE: 32

VO

LTA

GE

DR

IVE

NS

EQ

UE

NC

EDFL

ASH

ERPO

WER

FIN

ISH

ED

GR

ADE

3'-0"(900mm)MAX

2'-0

"(6

00m

m)

MIN

8"(200mm)

#4(#

13)G

ND

2"(5

3mm

)SC

H40

PVC

TOFL

ASH

ER

MO

UN

TIN

GS

TRU

CTU

RE

/MAS

T

2"(5

3mm

)LIQ

UID

-TIG

HT

FLEX

IBLE

NO

N-M

ETAL

LIC

CO

ND

UIT

FLA

SHER

PO

WER

SU

PPLY

(IND

IVID

UAL

CO

NTR

OL

CAB

INET

)

12"(

300m

m)C

OM

PAC

TED

BAS

EC

OU

RSE

CO

MPA

CTE

D,U

ND

ISTU

RBE

DM

ATER

IAL

#4(2

5mm

)BO

ND

ING

JUM

PER

2"(5

3mm

)RG

SC

ON

DU

IT

FLO

OR

FLA

NG

E(T

YP)

2"(5

3mm

)EM

T(T

YP)

2"(5

3mm

)FR

AN

GIB

LEC

OU

PLIN

G(T

YP)

FLAS

HER

JUN

CTI

ON

BO

X

1/2"

(13m

m)C

HA

MFE

RA

LLAR

OU

ND

1'-6

"(4

50m

m)

2"(5

3mm

)P

VCTO

NEX

TH

AND

HO

LE2"

(53m

m)

SC

H40

PVC

2"(5

3mm

)FLE

XIBL

EP

VCC

ON

DU

IT

EXO

THER

MIC

CO

NN

ECTI

ON

S

3/4"

Øx

10'-0

"(20

mm

x3M

)GN

DR

OD

1'-0"(300mm)

2'-6"(750mm)

2"(5

3mm

)ØD

RA

INH

OLE

#4(2

5mm

2 )GR

OU

ND

TOFR

AME

SIZ

ED

HA

ND

HO

LE(F

IGU

RE

31)

#6(1

6mm

²)G

ND

INTE

RN

ALG

RO

UN

DLU

G

#4(2

5mm

)GN

D

SC

ALE:

NTS

SU

PPL

YAN

DJU

NC

TIO

NB

OX

MO

UN

TIN

GD

ETA

IL

2'-0

"(6

00m

m)

MIN

1'-6

"

(450

mm

)

2"(5

3mm

)RG

SC

ON

DU

IT

REI

NFO

RC

ING

AS

RE

QU

IRED

REFERENCEFIGURE: 33

CAD FILE: 4_3_(Figure_33)_Typical_MG_20_LIR_Structure.dwgSEE NOTES TO DESIGNER FILE: 4_3_(Figure_33)-NTD.dwg

BOND TUBE TOSTAND PLATE

TILTING AND LOWER DEVICEPER MANUFACTURER

FIGURE 35, FOUNDATION DETAILAND FIGURE 36, WIRING DETAIL

FINISHED GRADE

T-BAR ASSEMBLY

CENTERLINEOF LIGHTS

FLASHER (WHERE REQUIRED)(FIGURE 43, FAA-E-2628)

STEADY BURNING APPROACHLIGHT (FIGURE 42, FAA-E-982)

2"(5

0mm

)M

AX

CU

TTU

BE

TOLE

NG

TH(L

)(N

OTE

1)

TOP OF TUBE

BOTTOMOF TUBE

H=

HEI

GH

T=

6'-1

"(1.

83M

)TO

21'-1

"(6.

43M

)(S

EE

APPR

OAC

HLI

GH

TIN

GPR

OFI

LEPL

AN)

3-3/

4"(9

5mm

)

3"±1

"(7

5mm

±25m

m)

SCALE: NTS

TYPICAL MG-20 LIR STRUCTURE

NOTES FILE: 4_3_(Figure_33)_Typical_MG_20_LIR_Structure.dwg

DRAWING NOTES - FIGURE 33:1. DETERMINE EXACT LENGTH OF TUBE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

REFERENCEFIGURE: 34

CAD FILE: 4_4_(Figure_34)_Foundation_For_LIR__Structure_MG_20_Plan_View.dwgSEE NOTES TO DESIGNER FILE: 4_4 (Figure 34)-NTD.PDF

2"(5

3mm

)FEM

ALE

AD

APT

ERC

OU

PLIN

G

A 35

2"(5

3mm

)FEM

ALE

AD

APT

ERC

OU

PLIN

G

AN

CH

OR

PLAT

E

TOR

UN

WAY

EN

D

3500

PSI

CO

NC

RET

E

6-5/8"±1/16"(168.3mm±1.6mm)

6-5/8"±1/16"(168.3mm±1.6mm)

4-1/2"(114mm)

2'-0

"±1/

16"

(610

mm

±1.6

mm

)1'

-31/

2"±1

/16"

(393

mm

±1.6

mm

)

7-3/

4"±1

/16"

(197

mm

±1.6

mm

)7-

3/4"

±1/1

6"(1

97m

m±1

.6m

m)

4-1/2"(114mm)

1-1/8"±1/16"(28.6mm±1.6mm)

1'-0"(300mm)

3'-0"(900mm)

SC

ALE:

NTS

FOU

ND

ATIO

NFO

RLI

RST

RU

CTU

RE

MG

-20

PLAN

VIE

W

NOTES FILE: 4_4_(Figure_34)_Foundation_For_LIR__Structure_MG_20_Plan_View.dwg

DRAWING NOTES - FIGURE 34:1. REFER TO FIGURE 35, SECTION A.

2. ACTUAL DIMENSIONS MAY VARY. COORDINATE WITH MANUFACTURER PRIOR TO CONSTRUCTION ANDCONSTRUCT PER MANUFACTURER'S REQUIREMENTS.

REFERENCEFIGURE: 35

CAD FILE: 4_5_(Figure_35)_Foundation_For_LIR_Structure_MG_20_Sections_A_And_B.dwgSEE NOTES TO DESIGNER FILE: 4_5 (Figure 35)-NTD.PDF

TO RUNWAY END

TO RUNWAY END

TIES

TIES

2" (53mm) RIGIDGALVANIZEDSTEEL ELBOW

3" (75mm) CLEARCOVER ALL AROUND

B35

6'-0

"MIN

DEP

TH(1

800m

m)

3'-0" (900mm)AUGER HOLE AND

CAST AGAINST SOIL

CONCRETE

1" X 1" (25mm X 25mm)CHAMFER (TYP)

J-SHAPE ANCHOR ROD PERMANUFACTURER (2 EA)(MAT'L ASTM-F-1554)

1'-6

"MIN

(457

mm

)

3'-0" (900mm)

ANCHOR PLATE PERMANUFACTURER (1 EACH)

J-SHAPE ANCHOR ROD

NOTE:DEPTH LENGTH SHALLBE FIELD VERIFIED ANDBASED ON SOILCONDITIONS.

3'-0

"MIN

(900

mm

)

CONSTRUCTION JOINT

SCALE: NTS

FOUNDATION FOR LIR STRUCTURE MG-20 SECTIONS A AND B

SECTIONSCALE: NTS

A34

SECTIONSCALE: NTS

B35

CONCRETE 2" (53mm) RIGIDGALVANIZEDSTEEL ELBOW

REINFORCING ASREQUIRED

REFERENCEFIGURE: 36

CAD FILE: 4_6_(Figure_36)_Typical_MG_20_LIR_Structure_Tower_Wiring_Detail.dwgSEE NOTES TO DESIGNER FILE: 4_6 (Figure 36)-NTD.PDF

TYPICAL MG-20 LIR

PLAN

L-830 ISOLATIONTRANSFORMERS(NUMBER ASREQUIRED)

L-867 SIZE D HANDHOLE(FIGURE 31)

TO FLASHER POWER SUPPLYWHERE INSTALLED (FIGURE 32)

MAST

3/4" (21mm) FLEXIBLE CONDUIT

2" (53mm) LB CONDULET(FIGURE 37, CONDULET DETAIL)

EDGE OF CONCRETEPAD FOR FLASHERPOWER SUPPLY ANDJUNCTION BOXWHERE INSTALLED(FIGURE 32)

3/4" (21mm) FLEXIBLECONDUIT. ROUTETOWARDS DIRECTION OFTILT. PROVIDE ENOUGHSLACK SO CONDUIT ISNOT STRAINED

2" (53mm) PVC CONDUIT

L-867 SIZE D HANDHOLE(FIGURE 31)

2" (53mm) PVCCONDUIT

C36

CONCRETEFOUNDATION

DIS

TAN

CE

VAR

IES

MAX

IMU

M10

'-0"(

3M)

MAI

NTA

INST

RA

IGH

TLI

NE

BETW

EEN

STAT

ION

S

TO RUNWAY END

3'-0

"(90

0mm

)

DIRECTIONOF TILT

TILTAXIS

SCALE: NTS

STRUCTURE TOWER WIRING DETAIL

SECTIONSCALE: NTS

C36

REFERENCEFIGURE: 37

CAD FILE: 4_7_(Figure_37)_LB_Conduit_Detail.dwgSEE NOTES TO DESIGNER FILE: 4_7 (Figure 37)-NTD.PDF

SECONDARY PLUG ANDRECEPTACLE ON END OF CABLE(NUMBER PER MANUFACTURER)

FRANGIBLE COUPLING

2" (53mm) RGS ELBOW

2" (53mm) PIPE COUPLING

CABLES AND CABLE CLAMPTO STEADY BURN LIGHTS ORFLASHER AS REQUIRED

2" (53mm) LB CONDULET WITHCAST METAL COVER AND GASKET

2" (53mm) STEEL COMPRESSIONTYPE CONNECTOR

2" (53mm) EMT NIPPLE

TOP OF TOWER FOUNDATION

TO RUNWAY END

2" (53mm) TO 3/4" (21mm)REDUCING BUSHING

3/4" (21mm) LIQUID TIGHTFLEXIBLE CONDUITFEMALE CONNECTOR

3/4" (21mm) LIQUID TIGHTFLEXIBLE CONNECTOR,MALE

SCALE: NTS

2" (53mm) LB CONDUIT DETAIL

NOTES FILE: 4_7_(Figure_37)_LB_Conduit_Detail.dwg

DRAWING NOTES - FIGURE 37:1. PROVIDE NUMBER OF CABLES AS REQUIRED. REFER TO SYSTEM WIRING DIAGRAMS.

2. FACE CONDULET AWAY FROM RUNWAY END AND TOWARD APPROACH.

REFERENCEFIGURE: 38

CAD FILE: 4_8_(Figure_38)_Typical_MG_30_LIR_Structure.dwgSEE NOTES TO DESIGNER FILE: 4_8 (Figure 38)-NTD.PDF

STEADY BURNING APPROACH LIGHT(FIGURE 42)

STRICTLY CONFORM TO MANUFACTURER'SCUTTING AND BONDING REQUIREMENTS

TOP OF TUBE

H=

HEI

GH

T=

21'-2

"(64

52m

m)T

O30

'-0"(

9140

mm

)S

EEA

PPR

OAC

HLI

GH

TIN

GP

RO

FILE

PLAN

L=

OVE

RA

LLLE

NG

THO

FTU

BE

RE

QU

IRED

(NO

TE2)

SEQUENCE FLASHER ON TOWER WHEREREQUIRED (FIGURE 43)

C LIGHTSL

CU

TTU

BE

TOLE

NG

TH(N

OTE

2)

VERIFY PER HARDWARE

115/

8"(2

95m

m)

JOINT(IF REQ'D)

15'-1

9/16

"(46

10m

m)

FIGURE 40, FOUNDATION ANDFIGURE 41, WIRING DETAIL

1" X 1"(25mm X 25mm)CHAMFER (TYP)

CONCRETEFOUNDATION

2"(5

0mm

)M

AX

SCALE: NTS



DRAWING NOTES - FIGURE 38:1. FOUNDATIONS, CONNECTIONS, STABILIZERS, TILT DEVICES, AND ASSOCIATED COMPONENTS MUST BE PER

MANUFACTURER'S WRITTEN SPECIFICATIONS.

2. DETERMINE LENGTH OF TUBE PER MANUFACTURER'S REQUIREMENTS.

REFERENCEFIGURE: 39

CAD FILE: 4_9_(Figure_39)_Typical_MG_40_LIR_Structure.dwgSEE NOTES TO DESIGNER FILE: 4_9 (Figure 39)-NTD.PDF

STRICTLY CONFORM TOMANUFACTURER'SCUTTING AND BONDINGREQUIREMENTS

STEADY BURNING APPROACHLIGHT (FIGURE 42)SEQUENCE FLASHER ONTOWER WHERE REQUIRED(FIGURE 43)

VERIFY PER HARDWARE

1"X1"(25mm X 25mm)CHAMFER (TYP)

CONCRETEFOUNDATION

2"(5

0mm

)M

AX

25'-1

9/16

"(76

60m

m)

TOP OF TUBE

H=

HEI

GH

T=

30'-0

"(9.

14M

)TO

40'-0

"(12

.19M

)S

EEA

PPR

OAC

HLI

GH

TIN

GP

RO

FILE

PLAN

L=

OVE

RA

LLLE

NG

THO

FTU

BE

RE

QU

IRED

(NO

TE2)

CU

TTU

BE

TOLE

NG

TH(N

OTE

2)

JOINT

11-5

/8"(

295m

m)

SCALE: NTS



DRAWING NOTES - FIGURE 39:1. FOUNDATIONS, CONNECTIONS, STABILIZERS, TILT DEVICES, AND ASSOCIATED COMPONENTS MUST BE PER

MANUFACTURER'S WRITTEN SPECIFICATIONS.

2. DETERMINE LENGTH OF TUBE PER MANUFACTURER'S REQUIREMENTS.

REFERENCEFIGURE: 40

CAD FILE: 4_10_(Figure_40)_Foundation_For_MG_30_40_LIR_Structures.dwgSEE NOTES TO DESIGNER FILE: 4_10 (Figure 40)-NTD.PDF

2" (53mm) FEMALE ADAPTER

1" X 1"(25mmX25mm)CHAMFER (TYP)

PLAN

CONCRETE

TIES @ 1'-0" (300mm) OC

6'-0

"(18

00m

m)

3'-0" (900mm)

5'-0"±1/16"

(1524mm±1.6mm)

3" (75mm)

1'-2" (350mm)

ANCHOR ROD PER MANUFACTURER(2 EA PER PIER) (MATERIALASTM-F1554) GALVANIZED

2" (53mm) RGS CONDUIT ELBOW

GALVANIZED ANCHOR PERMANUFACTURER (1 EACH)

CL PIER

CL PIER

3" (75mm) CLEARCOVER ALL AROUND

CL PIER A40

A40

5'-3"±1/16"

(1600mm±1.6mm)

3'-0" Ø (900mm) REINFORCEDCONCRETE PIER PERMANUFACTURER (TYP)

3" (75mm)

3" (75mm)

3" (75mm)

1'-3 1/2"±1/16"(393mm±1.6mm)

3'-5

"(10

41m

m)

3'-5

"(10

41m

m)

41/

2"(1

14m

m)

41/

2"(1

14m

m)

11/

8"±1

/16"

(29m

m±1

.6m

m)

FOUNDATION FOR

SCALE: NTS

MG-30/40 LIR STRUCTURES

SECTIONSCALE: NTS

A40

REINFORCING AS REQUIRED

REFERENCEFIGURE: 41

CAD FILE: 4_11_(Figure_41)_Typical_MG_30_40_LIR_Structure_Tower_Wiring_Detail.dwgSEE NOTES TO DESIGNER FILE: 4_11 (Figure 41)-NTD.PDF

ELE

VATI

ON

PLA

N

CO

NC

RET

EFO

UN

DA

TIO

NS

AN

DR

EIN

F(F

IGU

RE

40)

3/4"

(21m

m)L

IQU

ID-T

IGH

TFL

EXC

ON

DU

ITW

ITH

CA

BLES

TOS

TEAD

YBU

RN

LIG

HT

3/4"

(21m

m)L

IQU

ID-T

IGH

TFL

EX

CO

ND

UIT

WIT

HC

ABLE

STO

FLAS

HER

CO

NC

RET

EFO

UN

DAT

ION

2"(5

3mm

)PVC

CO

ND

UIT

STA

ND

PLA

TEP

ERM

ANU

FAC

TUR

ERM

AST

PER

MA

NU

FAC

TUR

ER

GR

AD

E

2"(5

3mm

)LB

CO

ND

ULE

T

AN

CH

OR

BOLT

S

MO

UN

TIN

GFR

AME

ASSE

MBL

Y

2"(5

3mm

)PVC

CO

ND

UIT

L-86

7H

AND

HO

LESI

ZED

2"(5

3mm

)PVC

CO

ND

UIT

MO

UN

TIN

GFR

AME

ASSE

MBL

Y

2"(5

3mm

)RG

SC

ON

DU

IT

2"(5

3mm

)FLE

XIBL

EP

VCC

ON

DU

IT

2"(5

3mm

)LB

CO

ND

ULE

T

L-86

7H

AND

HO

LESI

ZED

2"(5

3mm

)PVC

CO

ND

UIT

FLA

SHER

PO

WER

SUPP

LY

FLA

SHER

JUN

CTI

ON

BOX 3'

-0"

(900

mm

)

DIS

TAN

CE

VAR

IES

DIS

TAN

CE

VAR

IES

DIS

TAN

CE

VAR

IES

3/4"

(21m

m)F

LEXI

BLE

CO

ND

UIT

TILT

AXIS

2"(5

3mm

)FLE

XIBL

EP

VCC

ON

DU

IT

SC

ALE:

NTS

TYP

ICAL

MG

-30/

40LI

RST

RU

CTU

RE

TOW

ER

WIR

ING

DET

AIL

REFERENCEFIGURE: 42

CAD FILE: 4_12_(Figure_42)_Tower_Mounted_Steady_Burning_Approach_Light_Detail.dwgSEE NOTES TO DESIGNER FILE: 4_12 (Figure 42)-NTD.PDF

TOWARDS RUNWAY THRESHOLD

FAA-E-982 STEADYBURNING APPROACH LIGHT LAMP POWER CABLES #10 (6mm²)

TERMINAL BLOCK ASSEMBLY(AND SHORTING DEVICE WHERE USED)

TOP OF 6" (152mm) IDFIBERGLASS TUBE

CENTERLINE OF LIGHT

#12 (4mm²) GND THWN-2

#18 SCREW, STAR WASHER,LOCK WASHER, AND NUT(NOTE 2)

TEE BAR ASSEMBLY PERMANUFACTURER

TUBE CAP ASSEMBLYPER MANUFACTURER

TUBE CAP CLAMP

6" (152mm) IDFIBERGLASS TUBE

LEN

GTH

PER

MA

NU

FAC

TUR

ER

SCALE: NTS

TOWER MOUNTED STEADY BURNING APPROACH LIGHT DETAIL

NOTES FILE: 4_12_(Figure_42)_Tower_Mounted_Steady_Burning_Approach_Light_Detail.dwg

DRAWING NOTES - FIGURE 42:1. MEASURE DISTANCE BETWEEN CENTER OF LIGHT AND TOP OF TUBE USING ACTUAL EQUIPMENT INSTALLED.

2. ATTACH #12 (4 SQUARE mm) GROUND TO FIXTURE HOUSING BY INSTALLING A #8 SCREW THROUGH HOLEPROVIDED IN BOTTOM OF HOUSING. SAND AWAY PAINT AND ANODIZING AROUND HOLE ON INSIDE OFHOUSING TO BARE METAL. PUSH SCREW UP THROUGH HOLE AND INSTALL STAR WASHER OVER SCREW ONINTERIOR OF HOUSING. CRIMP AN INSULATED RING TERMINAL ON THE END OF THE GROUND WIRE ANDINSTALL ON SCREW. PLACE LOCK WASHER AND NUT ON SCREW AND TIGHTEN. VERIFY WITH MANUFACTURERLENGTH AND SIZE OF SCREW, STAR WASHER, LOCK WASHER, AND NUT TO BE UTILIZED TO MAINTAINCLEARANCE FROM TERMINAL BLOCK ASSEMBLY.

REFERENCEFIGURE: 43

CAD FILE: 4_13_(Figure_43)_Tower_Mounted_SFL_And_Approach_Light_Detail.dwgSEE NOTES TO DESIGNER FILE: 4_13 (Figure 43)-NTD.PDF

TUBE CAP

TUBE CAP CLAMP

FIBERGLASSMAST PERMANUFACTURER

BRACKET CLAMP

TEE BAR ASSEMBLY

1/2" (16mm) LIQUID-TIGHT FLEXIBLECONDUIT WITH FLASHER CABLES

1/2" (16mm) 90° ELBOWCONNECTOR

FAA-E-2628SEQUENCEDFLASHER

TOWARDS RUNWAY THRESHOLD

STEADY BURN APPROACH LIGHT(FIGURE 42)

1/2" (16mm) 90° ELBOWCONNECTOR

#12 (4mm²)GND THWN-2

JUNCTION BOX

FLASHERBRACKET

INSTALLGROUNDLUG(NOTE 2)

SCALE: NTS

TOWER MOUNTED SFL AND APPROACH LIGHT DETAIL

NOTES FILE: 4_13_(Figure_43)_Tower_Mounted_SFL_And_Approach_Light_Detail.dwg

DRAWING NOTES - FIGURE 43:1. FLASHER JUNCTION BOX / BRACKET AND BRACKET CLAMP FURNISHED AS AN ASSEMBLY. INSTALL ON MAST

PER MANUFACTURER'S REQUIREMENTS.

2. INSTALL GROUND LUG ON ONE OF THE 2 ALUMINUM ANGLES INSIDE THE JUNCTION BOX AND ROUTE A #12(4 SQUARE mm) THWN-2 FROM FLASHER AND FIBERGLASS MAST TO LUG. TERMINATE GROUND WIRE ONLUG.


CAD FILE: 4_14A_(Figure_44A)_MALSR_Approach_Light_System_Configuration.dwgSEE NOTES TO DESIGNER FILE: 4_14A (Figure 44A)-NTD.PDF

2400

'-0"-

2500

'-0"(

720M

-750

M)

RU

NW

AYC

ENTE

RLI

NE

1400

'-0"-

1500

'-0"(

420M

-450

M)

1000

'-0"-

1100

'-0"(

300M

-330

M)

200'

-0"-

300'

-0"(

60M

-90M

)

10'-0"(3M)

10'-0"(3M)

10'-0"(3M)

28'-0"(8.5M) 28'-0"(8.5M)

10'-0"-11'-0"(300-330mm)

10'-0"(3M)

10'-0

"(3

M)M

AX

10'-0"(3M)

RUNWAYTHRESHOLD

12LI

GH

TST

ATIO

NS

@20

0'-0

"±20

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60M

±6M

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CIN

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END

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NIN

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ITE

SC

ALE:

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MAL

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CAD FILE: 4_14B_(Figure_44B)_SSALR__Approach_Light_System_Configuration.dwgSEE NOTES TO DESIGNER FILE: 4_14B (Figure 44B)-NTD.PDF

3000

'-0"±

50'-0

"(9

00M

±15

M)(

USA

F)

RU

NW

AYC

ENTE

RLI

NE

1400

'-0"±

15'-0

"(42

0M±

15M

)

1000

'-0"±

50'-0

"(30

0M±1

5M)

200'

-0"±

20'-0

"(60

M±

6M)

20'-0"(6M)

13'-6"(4M)

20'-0"(6M)

15'-0"(4.5M) 15'-0"(4.5M)

10'-0"-11'-0"(300-330mm)

10'-0"(3M)

10'-0

"(3

M)M

AX

10'-0"(3M)

RUNWAYTHRESHOLD

15LI

GH

TST

ATIO

NS

AT

200'

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20'-0

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M±

6M)S

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UR

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N

REFERENCEFIGURE: 45

CAD FILE: 4_15_(Figure_45)_Remote_Flasher_Installation.dwgSEE NOTES TO DESIGNER FILE: 4_15 (Figure 45)-NTD.PDF

LAM

PTR

IGG

ER#1

6(1

.5m

m²)

(WH

ITE)

REM

OTE

FLAS

HE

RH

EAD

SID

EVI

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LEVA

TIO

N

2"(5

3mm

)RG

SC

ON

DU

ITE

LBO

WA

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MBL

Y

2"(5

3mm

)P

IPE

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UP

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G

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3M

ALE

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(NO

TE3)

L-82

3FE

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ON

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CTO

R(N

OTE

3)

2#1

6(1

.5m

m²)

INTE

RLO

CK

WIR

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7)C

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ND

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AR

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DET

AIL

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FIN

ISH

EDG

RA

DE

DIR

ECTI

ON

OF

APP

RO

ACH

2'-6"(750mm)MINIMUMDEPTHOR

BELOWFROSTDEPTH

NOTE1

SC

ALE:

NTS

REM

OTE

FLAS

HE

RIN

STAL

LATI

ON

6'-0

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28m

m)M

AX

SC

ALE:

NTS

DE

TAIL

A

NOTES FILE: 4_15_(Figure_45)_Remote_Flasher_Installation.dwg

DRAWING NOTES - FIGURE 45:1. MAXIMUM MOUNTING HEIGHT OF CONFIGURATION INDICATED IS 5'-11" (1.775M) FOR MOUNTING INSTALLATION

OF MORE THAN 6'-0" (1800mm) SEE TOWER INSTALLATION DETAILS.

2. TERMINATE ALL CONDUITS WITH A STANDARD GROUNDING BUSHING.

3. CONNECTION MUST BE CLEAN AND DRY WITH A LIGHT COATING OF SILICONE GREASE ONLY.

4. CONTINUITY OF POWER CABLES MUST BE MAINTAINED BETWEEN FLASHER STATIONS. WHERE SPLICES AREREQUIRED, THEY MUST BE EPOXY RESIN TYPE WITH PLASTIC SHELL. EQUIP CONDUCTORS WITH MECHANICALWIRE CLAMPS.

5. GROUND CLEARANCE OF ELECTRICAL BOXES MUST BE DETERMINED IN FIELD, AND MUST BE 8" (200mm)MINIMUM.

6. FLASHER POWER SUPPLY / JUNCTION BOX UNIT MUST BE LOCATED 35' (10.5M) FROM EXTENDED CENTERLINEOF RUNWAY.

7. INSERT LAMP RETURN WIRE INTO CABLE CLAMP PRIOR TO FINAL ASSEMBLY/TIGHTENING.


CAD FILE: 4_16_(Figure_46A)_In_Pavement_High_Intensity_Approach_Light_Bar_ Section_View_Materials.dwgSEE NOTES TO DESIGNER FILE: 4_16 (Figure 46A)-NTD.PDF

SCALE: NTS

LIGHT BAR - SECTION VIEW MATERIALS1

IN-PAVEMENT HIGH INTENSITY APPROACH

3/8" (10mm) - 16 CERAMICFLUOROPOLYMER COATEDSTEEL BOLT (TYP FOR 6)

2 PIECE LOCK WASHER

3/8" (10mm) - 16 CERAMIC FLUOROPOLYMERCOATED BOLT (TYP FOR 6)

2 PIECE LOCK WASHER

BRAIDED COPPER GROUND STRAP

LOAD RING

3'-0" (0.9M) CABLE SLACKON EACH SIDE

L-868C, 1'-3" Ø (380mm), 2'-0" (610mm)DEEP GALVANIZED STEEL

L-830 ISOLATIONTRANSFORMER

4 ANTI-ROATION FINS3/16" X 3/4" X 3"(5mm X 20mm X 75mm)

TRANSFORMER STAND (OPTIONAL)

L-824, 5KV, CABLE

L-823 SECONDARY CONNECTOR

SNOW PLOW RING WITH O-RING

IN-PAVEMENT LIGHT FIXTURE(STYLE 2) OR 3/4" (20mm)STEEL BLANK COVER

STAINLESS STEEL CABLE TAG

L-823 PRIMARY CONNECTOR

2" (53mm) SCH 40 PVCCONDUIT

THREADED COUPLINGOR GROMMET

INTERNAL GROUND LUG

GROUND CABLE(FIGURES 3A AND 3B)


CAD FILE: 4_16_(Figure_46B)_Grounding_Connections_(Air_Force_Army_Navy_Projects).dwgSEE NOTES TO DESIGNER FILE: 4_16 (Figure 46B)-NTD.PDF

CO

ND

UIT

TOH

AND

HO

LE

ASP

HAL

TO

VER

RU

N

REI

NFO

RC

ING

BAR

S,(F

IGU

RES

48D

AN

D48

E)

TOH

AN

DH

OLE

TOU

ND

ER

DR

AIN

RU

NW

AY

CE

NTE

RLI

NE

EXT

END

ED

AND

JOIN

T

DIRECTIONOFLIGHT

A 46D

3'-6

"-5'

-0"

(1.1

M-1

.5M

)3'-0"

(0.9M)

2'-0

"

(0.6

M)

3'-6

"-5'

-0"

(1.1

M-1

.5M

)

3'-6

"-5'

-0"

(1.1

M-1

.5M

)

3'-6

"-5'

-0"

(1.1

M-1

.5M

)

2'-0

"

(0.6

M)

NO

TE:L

IGH

TS

PAC

ING

AN

DN

UM

BER

OF

LIG

HTS

VAR

Y

REF

ERTO

SYST

EMLA

YO

UT

PLAN

SFO

RD

IMEN

SIO

NS

2'-0"(600mm)

MIN

#6(1

6mm

²)G

RO

UN

DW

IRE

3/4"

ØX

10'-0

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mm

X3M

)G

RO

UN

DR

OD

#6(1

6mm

²)C

OU

NTE

RPO

ISE

SC

ALE:

NTS

GR

OU

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ING

CO

NN

EC

TIO

NS

(AIR

FOR

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AND

ARM

YPR

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)2

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UIT

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HO

LE

ASP

HAL

TO

VER

RU

N

REI

NFO

RC

ING

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S,(F

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RE

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DAN

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E)

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AN

DH

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RU

NW

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CE

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RLI

NE

EXT

END

ED

AND

JOIN

T

DIRECTIONOFLIGHT

A 46D

3'-0"(0.9M)

3'-6

"-5'

-0"

(1.1

M-1

.5M

)

2'-0

"

(0.6

M)

3'-6

"-5'

-0"

(1.1

M-1

.5M

)

3'-6

"-5'

-0"

(1.1

M-1

.5M

)

3'-6

"-5'

-0"

(1.1

M-1

.5M

)

2'-0

"

(0.6

M)

NO

TE:L

IGH

TS

PAC

ING

AN

DN

UM

BER

OF

LIG

HTS

VAR

Y

REF

ERTO

SYST

EMLA

YO

UT

PLAN

SFO

RD

IMEN

SIO

NS

EXT

ERN

AL

GR

OU

ND

LUG

3/4"

ØX

10'-0

"(2

0mm

X3M

)G

RO

UN

DR

OD

SC

ALE:

NTS

GR

OU

ND

ING

CO

NN

EC

TIO

NS

(NAV

YPR

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5mm

²)C

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NTE

RPO

ISE


CAD FILE: 4_16_(Figure_46C)_Typical_High_Intensity_Approach_Light_Bar_Air_Force_Navy.dwgSEE NOTES TO DESIGNER FILE: 4_16 (Figure 46C)-NTD.PDF

SC

ALE:

NTS

TYP

ICAL

HIG

HIN

TEN

SIT

YAP

PRO

AC

HLI

GH

TB

AR(A

IRFO

RC

E/A

RM

Y)4H

OR

IZO

NTA

LR

EIN

FOR

CIN

G

2'-0

"(0.

6M)

2"(5

3mm

)S

CH

40PV

CC

ON

CR

ETE

FOU

ND

ATIO

N3"

(75m

m)M

INC

OV

ERA

LLBA

RS

2"(5

3mm

)SC

H40

PVC

TOH

AND

HO

LE(F

IGU

RE

31)

INTE

RN

ALG

RO

UN

DLU

G(T

YP)

#6(1

6mm

²)G

RO

UN

DW

IRE

RU

NW

AY

CE

NTE

RLI

NE

EXT

EN

DED

2"(5

3mm

)SC

H40

PVC

TOH

AND

HO

LE(F

IGU

RE

31)

REFERENCEFIGURE: 46D

CAD FILE: 4_16_(Figure_46D)_Typical_High_Intensity_Approach_Light_Bar_Navy.dwgSEE NOTES TO DESIGNER FILE: 4_16 (Figure 46D)-NTD.PDF

SC

ALE:

NTS

TYP

ICA

LH

IGH

INTE

NS

ITY

APP

RO

ACH

LIG

HT

BAR

(NAV

Y)5

HO

RIZ

ON

TAL

RE

INFO

RC

ING

2'-0

"(0.

6M)

2"(5

3mm

)S

CH

40PV

CC

ON

CR

ETE

FOU

ND

ATIO

N3"

(75m

m)M

INC

OV

ERA

LLBA

RS

2"(5

3mm

)SC

H40

PVC

TOH

AND

HO

LE(F

IGU

RE

31)

INTE

RN

ALG

RO

UN

DLU

G(T

YP)

#4(2

5mm

²)G

RO

UN

DW

IRE

RU

NW

AY

CE

NTE

RLI

NE

EXT

EN

DED

2"(5

3mm

)SC

H40

PVC

TOH

AND

HO

LE(F

IGU

RE

31)

NOTES FILE: 4_16_(Figure_46D)_Typical_High_Intensity_Approach_Light_Bar_Navy.dwg

DRAWING NOTES - FIGURE 46D:1. SET THE LIGHT BASE THAT MIMIC EXACT DIAMETER AND THICKNESS OF SNOW RING. COMPLETELY WRAP

PLYWOOD COVER IN ROOFING PAPER. SEE FIGURES 46E AND 46F.

2. LIGHT BASES MUST MEET OR EXCEED TO AC 150/5345-42, SPECIFICATION FOR AIRPORT LIGHT BASES ANDTRANSFORMER HOUSING, TYPE L-868.

3. THE CONTRACTOR MUST PROVIDE 3/8" (10mm) -16 × 1-1/4" (30mm) LONG STAINLESS STEEL BOLTS ANDSTAINLESS STEEL SPLIT LOCK-WASHERS FOR BOLTING SNOW PLOW RING TO L-868 BASE CAN.

4. FILL SPACE WITH SEALING COMPOUND P-606 FOR CONCRETE OR FLEXIBLE PAVEMENT. PROVIDECERTIFICATION THAT SEALER IS COMPATIBLE WITH PAVEMENT TYPE.

5. SEAL UNUSED HOLE IN LIGHT BASES WITH PIPE PLUGS.

REFERENCEFIGURE: 46E

CAD FILE: 4_16_(Figure_46E)_In-Pavement_High_Intensity_Approach_Light_Bar_Conduit_Installation.dwgSEE NOTES TO DESIGNER FILE: 4_16 (Figure 46E)-NTD.PDF

SCALE: NTS

CONDUIT INSTALLATION6

SAND BACKFILL

ASPHALT

VARIABLE DEPTH COMPACTEDBASE COURSE

EXISTING 10" - 1'-0" (250mm-300mm)COMPACTED BASE COURSE

#4 (25mm² ) COUNTERPOISE

IN-PAVEMENT HIGH INTENSITY APPROACH LIGHT BAR

3"(7

5mm

)

3"(75mm)

3"(75mm)

NOTE:TRANSVERSE SECTION VIEW SIMILAR TO LONGITUDINAL SECTION VIEW.

ASPHALT

VARIABLE DEPTHCOMPACTED BASECOURSE

HORIZONTAL BARS

EVENLY SAW CUT (TYP)2'

-6"M

INIM

UM

(750

mm

)

6"

(150

mm

)

2'-0

"

(600

mm

)

3'-0"

(0.9M)

VERTICAL BARSEACH FACE

FIGURE 48F, DETAIL 5

21/

2"(6

5mm

)

CL

3"(7

5mm

)

OPTIONAL CONSTRUCTIONJOINT

BRAIDED GROUND STRAP

SECTIONSCALE: NTS

A46B

NOTES FILE: 4_16_(Figure_46E)_In-Pavement_High_Intensity_Approach_Light_Bar_Conduit_Installation.dwg

DRAWING NOTES - FIGURE 46E:1. DETAILS FOR HIGH INTENSITY APPROACH IN-PAVEMENT LIGHT FIXTURE/BASE CAN ONLY. INSTALLATION

METHODOLOGY INDICATED FOR CONTRACTOR INFORMATION ONLY. THE METHODOLOGY INDICATED ON THISSHEET IS GENERAL IN NATURE. FINAL INSTALLATION METHODOLOGY MUST BE DETERMINED BY THECONTRACTOR.

2. SEE CIVIL PLANS FOR TYPICAL PAVEMENT SECTION.

REFERENCEFIGURE: 46F

CAD FILE: 4_16_(Figure_46F)_Exst_Conditions_Trenching_Sawcut_Asphalt_Trench_L_868_Base_Can_Framework.dwgSEE NOTES TO DESIGNER FILE: 4_16 (Figure 46F)-NTD.PDF

SCALE: NTS

EXISTING CONDITIONS BEFORE TRENCHING1

CL

FLEXIBLE PAVEMENT

COMPACTED BASECOARSE

SUBGRADE

EXISTING SUBBASE

SCALE: NTS

SAWCUT ASPHALT AND TRENCH2

SUBGRADE

EXISTINGSUBBASE

CL

2'-6

"

(750

mm

)MIN

IMU

M

3'-0"

(0.9M)

SAW CUT FINISHEDASPHALT AND EXCAVATE

SCALE: NTS

SET L-868 BASE CAN AND FRAMEWORK3

CL

8"

(200

mm

)

3'-0"

(0.9M)

MAKE ALL NECESSARYCONDUIT/COUNTERPOISECONNECTIONS

SAND BAG (TYP)SUPPORT BRACE

FACTORY ATTACHED PLYWOODCOVER TO MIMIC PHYSICAL DIAMETERAND THICKNESS OF SNOW PLOWRING. (COORDINATE WITH BASECAN/LIGHT FIXTURE MANUFACTURER)COMPLETELY WRAP PLYWOODCOVER IN ROOFING PAPER

COMPACTED BASECOARSE

FLEXIBLE PAVEMENT

NOTES FILE: 4_16_(Figure_46F)_Exst_Conditions_Trenching_Sawcut_Asphalt_Trench_L_868_Base_Can_Framework.dwg

DRAWING NOTES - FIGURE 46F:1. DETAILS FOR HIGH INTENSITY APPROACH IN-PAVEMENT LIGHT FIXTURE/BASE CAN ONLY. INSTALLATION

METHODOLOGY INDICATED FOR CONTRACTOR INFORMATION ONLY. THE METHODOLOGY INDICATED ON THISSHEET IS GENERAL IN NATURE. FINAL INSTALLATION METHODOLOGY MUST BE DETERMINED BY THECONTRACTOR.


REFERENCEFIGURE: 46G

CAD FILE: 4_16_(Figure_46G)_Finished_Asphalt_Install_Snow_Plow_Ring_Base_Can_In_Place.dwgSEE NOTES TO DESIGNER FILE: 4_16 (Figure 46G)-NTD.PDF

CL

FLEXIBLE PAVEMENT


SUBGRADE

EXISTING SUBBASE

SCALE: NTS

FLUSH TO FINISHED ASPHALT4

PLACE CONCRETE AND LEVEL

REBAR NOT SHOWNFOR CLARITY

PLACE CONCRETE,TROWEL CONCRETEFLUSH TO SURFACEOF FINISHED ASPHALTAND TO EDGE OFPLYWOOD COVERS

SCALE: NTS

AND INSTALL SNOW PLOW RING5

REMOVE BRACE/PLYWOOD COVER

CL

CL

SCALE: NTS

BASE CAN IN PLACE6

REMOVE FRAMEWORK, PLYWOODCOVER, AND SANDBAGS

INSTALL SNOW PLOW RING AND FILLSPACE WITH P-606 SEALING COMPOUND

SUBGRADE

EXISTINGSUBBASEREBAR NOT SHOWNFOR CLARITY

SUBGRADE

EXISTING SUBBASE

REBAR NOT SHOWNFOR CLARITY

INSTALL THRESHOLD APPROACH LIGHTINGFIXTURE AND COMPLETE WIRING

FLEXIBLE PAVEMENT


FLEXIBLE PAVEMENT


NOTES FILE: 4_16_(Figure_46G)_Finished_Asphalt_Install_Snow_Plow_Ring_Base_Can_In_Place.dwg

DRAWING NOTES - FIGURE 46G:1. DETAILS FOR HIGH INTENSITY APPROACH IN-PAVEMENT LIGHT FIXTURE/BASE CAN ONLY. INSTALLATION

METHODOLOGY SHOWN FOR INSTALLER INFORMATION ONLY. THE METHODOLOGY SHOWN ON THIS SHEET ISGENERAL IN NATURE. FINAL INSTALLATION METHODOLOGY MUST BE DETERMINED BY THE INSTALLER.


CAD FILE: 4_17_(Figure_47)_Typical_Elevated_High_Intensity_Approach_Light_Bar.dwgSEE NOTES TO DESIGNER FILE: 4_17 (Figure 47)-NTD.PDF

REFERENCEFIGURE: 47

TYP

ICA

LE

LEV

ATE

DH

IGH

INTE

NSI

TYAP

PRO

ACH

1'-0

"Ø(3

00m

m)

L-86

7BA

SE,

NO

N-L

OA

DBE

ARIN

GFO

RS

TEAD

YBU

RN

ING

APP

RO

ACH

LIG

HT

2"(5

3mm

)FLE

XIBL

EPV

CC

ON

DU

IT1'

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AN

DH

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DH

OLE

NOTES FILE: 4_17_(Figure_47)_Typical_Elevated_High_Intensity_Approach_Light_Bar.dwg

DRAWING NOTES - FIGURE 47:1. PLACE ALL ELEVATED LIGHT FIXTURES ON 12" (305mm) L-867, NON-LOAD BEARING BASES.

2. MAXIMUM MOUNTING HEIGHT OF CONFIGURATION INDICATED IS 6'-0" (1800mm). FOR MOUNTINGINSTALLATION OF MORE THAN 6'-0" (1800mm), SEE TOWER INSTALLATION DETAILS.

SYM

BOL

LEG

END

:


CAD FILE: 4_18_(Figure_48A)_Runway_Threshold_Wing_Bar_Light_Foundation_Plan.dwgSEE NOTES TO DESIGNER FILE: 4_18 (Figure 48A)-NTD.PDF

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FIX

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NOTES FILE: 4_18_(Figure_48A)_Runway_Threshold_Wing_Bar_Light_Foundation_Plan.dwg

DRAWING NOTES - FIGURE 48A:1. NOT ALL FIXTURES IN THRESHOLD BAR ARE INDICATED FOR CLARITY. THRESHOLD BAR CONTINUES

ACROSS RUNWAY AND IS SYMMETRICAL ABOUT RUNWAY CENTERLINE.

2. INTERWEAVE CONDUITS AS INDICATED.

3. REFER TO FIGURE 56 FOR TYPICAL WIRING DIAGRAM.


CAD FILE: 4_18_(Figure_48B)_Runway_Threshold_Wing_Bar_Light_Foundation_Elevation.dwgSEE NOTES TO DESIGNER FILE: 4_18 (Figure 48B)-NTD.PDF

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T/E

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TYP)

R1

T/E

NOTES FILE: 4_18_(Figure_48B)_Runway_Threshold_Wing_Bar_Light_Foundation_Elevation.dwg

DRAWING NOTES - FIGURE 48B:1. NOT ALL FIXTURES IN THRESHOLD BAR ARE INDICATED FOR CLARITY. THRESHOLD BAR CONTINUES

ACROSS RUNWAY AND IS SYMMETRICAL ABOUT RUNWAY CENTERLINE.

2. INTERWEAVE CONDUITS AS INDICATED.

3. REFER TO FIGURE 56 FOR TYPICAL WIRING DIAGRAM.


CAD FILE: 4_18_(Figure_48C)_Threshold_Light_In_Concrete_Beam.dwgSEE NOTES TO DESIGNER TXT FILE: 4_18 (Figure 48C)-NTD.PDF

FINISHED PAVEMENTSURFACE, SLOPE PERCIVIL PLANS

CONCRETE

FIGURE 48F, DETAIL 6

REINFORCING

COMPACTED BASE COURSE

10'-0" (3M) OR 5'-0" (1.5M)TO NEXT LIGHTAS INDICATED

GROUND CABLE

SCALE: NTS

THRESHOLD LIGHT IN CONCRETE BEAM4

A48E

10'-0" (3M) OR 5'-0" (1.5M)TO NEXT LIGHTAS INDICATED


CAD FILE: 4_18_(Figure_48D)_Concrete_Beam_Section.dwgSEE NOTES TO DESIGNER TXT FILE: 4_18 (Figure 48D)-NTD.PDF

FINISHED PAVEMENTSURFACE, SLOPE PERCIVIL PLANS

CONCRETE

OVERRUN PAVEMENTFULL STRENGTH PAVEMENT1'-6" (450mm) PCC PAVEMENT

#4 (25mm²) COUNTERPOISE(NOTE 8)

4" (100mm) DRAINAGE LAYER(AIR FORCE/ ARMY)

COMPACTED BASECOURSE

INTERLEAVE CONDUITS IFREQUIRED (FIGURE 48A)

PCC REFER TOPAVING PLANS

CONCRETE BEAM

FIGURE 48D (NOTE 12)

RUNWAY THRESHOLD

3'-0"

(0.9M)

8"(2

00m

m)

MIN

SECTIONSCALE: NTS

A48D

FURNISH AND INSTALL 1'-5 1/4" Ø (440mm)SNOW PLOW RING MOUNTED ON L-868C1'-3" Ø (380mm) BASE CAN

BOLT HOLE FOR SNOW PLOW RING

BOLT HOLE FOR LIGHT FIXTURE

DIRECTION OF LIGHT

3/8" (10mm) -16 CERAMIC FLUOROPOLYMER COATEDSTEEL BOLT AND 2 PIECE LOCKWASHER (TYP)

P-606 RIGID SEALANT(NOTE 10)

L-868C BASE CAN

SNOW PLOW RING(NOTE 1)

PAVEMENT SURFACE,SLOPE PER CIVIL PLANSO-RING

IN GROOVE

TOP EDGE OF IN-PAVEMENTLIGHT FIXTURE (NOTE 11)

SEALANT FAA P-605 (NOTE 10)

FACTORY ATTACHEDFIXTURE GROUND LUG(BY LIGHT FIXTUREMANUFACTURER)

BRAIDED COPPERGROUND STRAP

NOTE 1

NOTE 11

INSIDE AND OUTSIDE OF BASE CAN

SNOW RINGSEE INSTALLATIONMETHODOLOGY BELOW


CAD FILE: 4_18_(Figure_48E)_Mounting_Hardware.dwgSEE NOTES TO DESIGNER FILE: 4_18 (Figure 48E)-NTD.PDF

SCALE: NTS

MOUNTING HARDWARE5

1/4" (6mm)MAX

1'-3 1/2" Ø (395mm)TOP OF BASE CAN

SCALE: NTS

TOP VIEW6

10" (255mm)

11 1/4" (25mm)

1'-2 1/4" (360mm)

1'-5 1/4" (440mm)

1/2"

(13m

m)

1/2"

(13m

m)

NOTES FILE: 4_18_(Figure_48E)_Mounting_Hardware.dwg

DRAWING NOTES - FIGURE 48E:1. INSTALL CORNER EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0",

-1/16" (1.6mm). CHECK TOLERANCE WITH STRAIGHT EDGE. SEE FIGURE 19B.


3. BEFORE BACKFILLING AROUND THE BASE CANS, THE CONTRACTOR MUST DEMONSTRATE TO THEGOVERNMENT THAT THE BASE CANS ARE AT THE CORRECT LOCATION, ELEVATION, AZIMUTH, AND ROTATION.

4. PROTECT THE FINISHED PAVEMENT SURFACE FROM FOREIGN SUBSTANCES WHICH COULD CAUSE STAINING,I.E., CONCRETE, OIL, ETC.. THE CONTRACTOR MUST IMMEDIATELY CLEAN ALL SPILLS AND CORRECT/CLEANANY STAINED SURFACES AT NO ADDITIONAL COST TO THE GOVERNMENT.

5. THE BASE CAN COVER MOUNTING BOLTS MUST EXTEND THRU THE BASE CAN MOUNTING FLANGE INTO THEBASE CAN A MINIMUM OF 0.5" (13mm). THE BOLTS MUST BE THREADED THE FULL LENGTH OF THE BOLT.

6. CONCRETE AROUND BASE CANS AND DUCT/CONDUIT MUST BE COMPLETELY CONSOLIDATED BYMECHANICAL MEANS AND FREE OF ANY VOIDS.

7. FOR BLANK BASE CANS, DELETE LIGHT FIXTURE AND INSTALL 3/4" (19mm) STEEL BLANK COVER.

8. AIR FORCE / ARMY AIRFIELDS: CONNECT LOCAL GROUND ROD TO BASE CANS. ROUTE COUNTERPOISEAROUND BASE CANS. NAVY AIRFIELDS: CONNECT COUNTERPOISE TO BASE CANS.


10. IF THE DISTANCE BETWEEN THE EDGE OF THE SNOW RING AND CONCRETE IS 1/8" (3mm) OR LESS, SEAL TOPOF OPENING WITH P-605 SEALANT AND DELETE THE P-606 COMPOUND.

11. THE TOP OF FIXTURE MUST NOT EXCEED THE TOP OF THE SNOW PLOW RING (+0, -1/8" (3mm)).

12. INSTALL FINISHED SURFACE OF CONCRETE BEAM FLUSH WITH ADJACENT PAVEMENT (+0, -1/16" (1.6mm)).

REFERENCEFIGURE: 49

CAD FILE: 4_19_(Figure_49)_Typical_High_Intensity_Elevated_Approach_Threshold_Light.dwgSEE NOTES TO DESIGNER FILE: 4_19 (Figure 49)-NTD.PDF

TYPICAL HIGH INTENSITY ELEVATED APPROACH/

FAA-E-982 PAR 56 LAMPHOLDER ASSEMBLY

2" (53mm) ELECTRICALMETALLIC TUBING (EMT)LENGTH AS REQUIRED

APPLY SMALL AMOUNT OFGREASE/ANTI-SEIZE COMPOUNDBEFORE INSERTION INTOCOMPRESSION RING

COMPRESSION RING W/ NUTFURNISHED W/ FRANGIBLECOUPLING, TIGHTENSUFFICIENTLY TO HOLDEMT RIGID

COVER PLATE AND GASKET

RED OR GREEN COLORFILTER WHERE REQUIRED

FINISHEDGRADE

FRANGIBLECOUPLING

FIELD ATTACHED CONNECTORL-823 PLUG AND RECEPTACLE

1'-0" Ø (305mm), L-867BASE NON-LOADBEARING

6'-0

"(18

00m

m)

MAX

IMU

MM

OU

NTI

NG

HE

IGH

T

6" (150mm)MINIMMUM CONCRETE ENCASEMENT

SCALE: NTS

THRESHOLD LIGHT 6'-0" (1800mm) MAXIMUM

REINFORCEMENTPER FIGURE 12

NOTES FILE: 4_19_(Figure_49)_Typical_High_Intensity_Elevated_Approach_Threshold_Light.dwg

DRAWING NOTES - FIGURE 49:1. GREEN COLOR FILTER FOR THRESHOLD BAR.

2. RED COLOR FILTER FOR SIDE ROW BARRETTES (ALSF-2); PRE-THRESHOLD AND TERMINATING BARS (ALSF-1,SALS).

3. NO COLOR FILTER FOR CENTERLINE BARS; 500' (150M) BAR (ALSF-2); 1000' (300M) BAR (ALSF-1, ALSF-2, SALS,SSALR).

CAD FILE: 4_20_(Figure_50A)_ALSF_1_Approach_Light_System_Configuration_Air_Force.dwgSEE NOTES TO DESIGNER FILE: 4_20 (Figure 50A)-NTD.PDF


LEGENDRUNWAY

RUNWAY THRESHOLD

RUNWAY EDGE LIGHTS

STA 15+00

STA 30+00

STA 5+00

STA 3+00

NOTE 2

STA 10+00

THRESHOLD BAR5'-0" (1.50M) SPACING(AIR FORCE)

PRE-THRESHOLD BARINBOARD LIGHT IN LINEWITH RUNWAY EDGE LIGHTS3'-6" (1.0M) SPACING

TERMINATING BAR5'-0" (1.5M) SPACING

1000' (300M) BAR 5'-0" (1.5M)SPACING OF 8 OUTER LIGHTS CENTERLINE BAR 3'-4 1/2"

(1.03M) SPACING

ELE

VATE

DAP

PRO

AC

HLI

GH

TS10

00'-0

"±50

'-0"(

300M

±15M

)30

00'-0

"±50

'-0"(

900M

±15M

)

SEM

IFLU

SHLI

GH

TS(N

OTE

1)

15'-0"(4.5M)

75'-0"(22.5M)

75'-0"(22.5M)

STA 1+00

STA 2+00

30C

EN

TER

LIN

EB

ARS

100'

-0"(

30M

)SPA

CIN

G

21FL

ASH

ERS

70'-0"(21M) GATE

GREEN/RED BI-DIRECTIONALRUNWAY THRESHOLD/ENDLIGHT

NOTE 3

15'-0"(4.5M)

CL

40'-0"

(12M)10'-0" (3M)

MAX

40'-0"

(12M)10'-0" (3M) MAX

100'

-0"

(30M

)10

0'-0

"(3

0M)

100'

-0"

(30M

)

RED SIDE ROW APPROACHLIGHTGREEN RUNWAY THRESHOLDLIGHTWHITE SEQUENCED FLASHINGLIGHT

WHITE APPROACH LIGHT

35'-0"(10.5M)

15'-0"(4.5M)

15'-0"(4.5M)

35'-0"(10.5M)

ALSF-1 APPROACH LIGHT SYSTEM CONFIGURATION(AIR FORCE)SCALE: NTS

NOTES FILE: 4_20_(Figure_50A)_ALSF_1_Approach_Light_System_Configuration_Air_Force.dwg

DRAWING NOTES - FIGURE 50A:1. THE THRESHOLD AND THE APPROACH LIGHT SYSTEM UP TO AND INCLUDING STATION 9+00 ARE

IN-PAVEMENT IN PAVED OVERRUNS, AND ELEVATED IN NON-PAVED OVERRUNS.

2. FOR REFERENCE ONLY, RUNWAY END LIGHTS CONSIST OF 10 RED LIGHTS ARRANGED IN TWO GROUPS OF 5LIGHTS. THE LIGHTS IN EACH GROUP MUST HAVE A UNIFORM SPACING OF 10' (3M). THE OUTBOARD MOSTLIGHT IN EACH GROUP MUST BE IN LINE WITH THE LINE OF THE RUNWAY EDGE LIGHTS ON THAT SIDE OFTHE RUNWAY. THE GROUPS MUST BE LOCATED SYMMETRICALLY ABOUT, AND ON A LINE PERPENDICULARTO, THE RUNWAY CENTERLINE WITHIN 10' (3M) OF THE END OF THE USABLE RUNWAY SURFACE. WHERETHEY ARE COLLOCATED, RUNWAY END LIGHTS MAY BE INCORPORATED INTO THE OPPOSITE ENDTHRESHOLD FIXTURES.

3. THE THRESHOLD BAR MAY BE “GATED” TO ALLEVIATE THE PROBLEM OF TAIL HOOK BOUNCE. THETHRESHOLD GATE IS ACCOMPLISHED BY ELIMINATING THOSE LIGHTS IN THE CENTER 70' (21M) PORTIONCENTERED ABOUT THE RUNWAY CENTERLINE.

CAD FILE: 4_20_(Figure_50B)_ALSF_1_Approach_Light_System_Configuration_Army.dwgSEE NOTES TO DESIGNER FILE: 4_20 (Figure 50B)-NTD.PDF


LEGENDRUNWAY

RUNWAY THRESHOLD

RUNWAY EDGE LIGHTS

STA 15+00

STA 30+00

STA 5+00

STA 3+00

NOTE 2

STA 10+00

THRESHOLD BAR10'-0" (3M) SPACING(AIR FORCE)

PRE-THRESHOLD BARINBOARD LIGHT IN LINEWITH RUNWAY EDGE LIGHTS3'-6" (1.0M) SPACING



(1.03M) SPACING

ELE

VATE

DAP

PRO

AC

HLI

GH

TS10

00'-0

"±50

'-0"(

300M

±15M

)30

00'-0

"±50

'-0"(

900M

±15M

)

SEM

IFLU

SHLI

GH

TS(N

OTE

1)

15'-0"(4.5M)

75'-0"(22.5M)

75'-0"(22.5M)

STA 1+00

STA 2+00

30C

EN

TER

LIN

EB

ARS

100'

-0"(

30M

)SPA

CIN

G

21FL

ASH

ERS

70'-0"(21M) GATE


NOTE 3

15'-0"(4.5M)

CL

40'-0"

(12M)10'-0" (3M)

MAX

40'-0"

(12M)10'-0" (3M) MAX

100'

-0"

(30M

)10

0'-0

"(3

0M)

100'

-0"

(30M

)



35'-0"(10.5M)

15'-0"(4.5M)

15'-0"(4.5M)

35'-0"(10.5M)

ALSF-1 APPROACH LIGHT SYSTEM CONFIGURATION (ARMY)SCALE: NTS

NOTES FILE: 4_20_(Figure_50B)_ALSF_1_Approach_Light_System_Configuration_Army.dwg

DRAWING NOTES - FIGURE 50B:1. THE THRESHOLD AND THE APPROACH LIGHT SYSTEM UP TO AND INCLUDING STATION 9+00 ARE




CAD FILE: 4_20_(Figure_50C)_ALSF_1_Approach_Light_System_Configuration_Navy.dwgSEE NOTES TO DESIGNER FILE: 4_20 (Figure 50C)-NTD.PDF


LEGENDRUNWAY

RUNWAY THRESHOLD

RUNWAY EDGE LIGHTS

STA 15+00

STA 30+00

STA 5+00

STA 3+00

NOTE 2

STA 10+00

THRESHOLD BAR10'-0" (3M) SPACING

PRE-THRESHOLD BARINBOARD LIGHT IN LINEWITH RUNWAY EDGE LIGHTS40.5" (1.0M) SPACING



(1.03M) SPACING

ELE

VATE

DAP

PRO

AC

HLI

GH

TS10

00'-0

"±50

'-0"(

300M

±15M

)30

00'-0

"±50

'-0"(

900M

±15M

)

SEM

IFLU

SHLI

GH

TS(N

OTE

1)

36'-0"(10.8M)

75'-0"(22.5M)

75'-0"(22.5M)

STA 1+00

STA 2+00

30C

EN

TER

LIN

EB

ARS

100'

-0"(

30M

)SPA

CIN

G

21FL

ASH

ERS

70'-0"(21M) GATE


NOTE 3

36'-0"(10.8M)

CL

40'-0"

(12M)10'-0" (3M)

MAX

40'-0"

(12M)10'-0" (3M) MAX

SCALE: NTS

ALSF-1 APPROACH LIGHT SYSTEM CONFIGURATION (NAVY)

100'

-0"

(30M

)10

0'-0

"(3

0M)

100'

-0"

(30M

)



35'-0"(10.5M)

15'-0"(4.5M)

15'-0"(4.5M)

35'-0"(10.5M)

NOTES FILE: 4_20_(Figure_50C)_ALSF_1_Approach_Light_System_Configuration_Navy.dwg

DRAWING NOTES - FIGURE 50C:1. THE THRESHOLD AND THE APPROACH LIGHT SYSTEM UP TO AND INCLUDING STATION 9+00 ARE




500' (150M) BAR

CAD FILE: 4_21_(Figure_51)_ALFS_2_Approach_Light_System_Configuration.dwgSEE NOTES TO DESIGNER FILE: 4_21 (Figure 51)-NTD.PDF

REFERENCEFIGURE: 51

THRESHOLD BAR5'-0" (1.5M) SPACING(AIR FORCE)

STA 30+00

30C

EN

TER

LIN

EBA

RS

100'

-0"(

30M

)SPA

CIN

G

STA 10+00

STA 5+00

STA 1+00

STA 15+00

21FL

ASH

ERS

1000' (300mm) BAR

CENTERLINE BAR3'-4 1/2" (1M)SPACING

NOTE 2

5'-0" (1.5M) SPACING(NOTE 1)

ELE

VATE

DAP

PRO

AC

HLI

GH

TS10

00'-0

"±50

'-0"(

300M

±15M

)30

00'-0

"±50

'-0"(

900M

±15M

)

SEM

IFLU

SHLI

GH

TS

9S

IDE

RO

WBA

RS

-IN

LIN

EW

ITH

TOU

CH

DO

WN

ZON

ELI

GH

TS10

0'-0

"(30

M)S

PAC

ING

100'

-0"

(30M

)

40'-0"(12M)

RUNWAY EDGE LIGHTS

TOUCHDOWN ZONE LIGHTS

RUNWAY THRESHOLD 40'-0"(12M)

15'-0"(4.5M)

15'-0"(4.5M)

SCALE: NTS

ALSF-2 APPROACH LIGHT SYSTEM CONFIGURATION

RUNWAY CL LEGEND




10'-0" (3M)MAX

10'-0" (3M)MAX

70'-0"(21M) GATE

35'-0"(10.5M)

35'-0"(10.5M)

NOTES FILE: 4_21_(Figure_51)_ALFS_2_Approach_Light_System_Configuration.dwg

DRAWING NOTES - FIGURE 51:1. LOCATE 4-LIGHT BARRETTES EQUIDISTANT BETWEEN SIDE ROW BARS AND CENTERLINE BARS.


REFERENCEFIGURE: 52

CAD FILE: 4_22_(Figure_52)_MALSR_Wiring_Diagram.dwgSEE NOTES TO DESIGNER FILE: 4_22 (Figure 52)-NTD.PDF

RUNWAYTHRESHOLD

FOR

IN-P

AVE

ME

NT

LIG

HTS

SEE

DET

AIL

A(T

HR

ESH

OLD

)

CKT1

CKT3

CKT5

CKT7

CKT2

CKT6

CKT8

CKT4 CKT4

LEG

END

THR

ESH

OLD

CIR

CU

ITS

(NO

TE1)

TOD

ISTR

IBU

TIO

NPA

NEL

GR

EEN

THR

ESH

OLD

STE

ADY

BUR

NIN

GLI

GH

TS

TEAD

YBU

RN

ING

LAM

PS

-WH

ITE

FLA

SHIN

GLA

MP

S-W

HIT

E

CO

NTR

OL

CAB

INET

PO

WER

TRA

NS

FOR

MER

OU

TPU

TLI

GH

TNIN

GA

RR

ESTO

R3-

1/C

,600

V

INTE

NSI

TYH

IGH

ME

DIU

MLO

W

OU

TPU

T12

0/24

0V

OLT

S75

/150

VOLT

S50

/100

VOLT

S

DIS

TRIB

UTI

ON

PAN

EL

L-85

0D,L

850E

,L-8

52D

THR

ESH

OLD

LIG

HT

120V

/30V

TRA

NS

FOR

MER

(TYP

)

FLA

SHER

PO

WER

SUPP

LYJU

NC

TIO

NBO

X

Ø ØN

RU

NW

AYC

ENTE

RLI

NE

SC

ALE:

NTS

MAL

SRW

IRIN

GD

IAG

RAM

SC

ALE:

NTS

DE

TAIL

A

L-85

0B,L

-850

EA

PPR

OAC

HLI

GH

T

120V

/30V

TRA

NS

FOR

MER

(TYP

)

Ø N

SC

ALE:

NTS

DE

TAIL

B

FOR

IN-P

AVE

ME

NT

APP

RO

ACH

LIG

HTS

SEE

DET

AIL

B(T

YPFO

RC

IRC

UIT

S1-

8)

NOTES FILE: 4_22_(Figure_52)_MALSR_Wiring_Diagram.dwg

DRAWING NOTES - FIGURE 52:1. THRESHOLD LIGHTS ARE WIRED ALTERNATELY BETWEEN PHASES AND ARE FED BY A 2-POLE BREAKER.

RU

NW

AYC

ENTE

RLI

NE REFERENCE

FIGURE: 53CAD FILE: 4_23_(Figure_53)_SSALR_Wiring_Diagram.dwg

SEE NOTES TO DESIGNER FILE: 4_23 (Figure 53)-NTD.PDF

RUNWAYTHRESHOLD

TOTA

LO

F8

SEQ

UE

NC

EDFL

ASH

ERC

ON

TRO

LC

ABIN

ET(M

AST

ERTI

MER

)

SER

IES

CIR

CU

IT#1

1-1/

C,L

-824

,5KV

CAB

LE(T

YP)

SER

IES

CIR

CU

IT#2

1-1/

C,L

-824

,5KV

CAB

LE(T

YP)

LEG

END

STE

ADY

BUR

NIN

GLA

MP

S-G

REE

NS

TEAD

YBU

RN

ING

LAM

PS

-WH

ITE

FLA

SHIN

GLA

MP

S-W

HIT

EL-

830

TRA

NS

FOR

MER

FLA

SHER

PO

WER

SUPP

LYJU

NC

TIO

NBO

X

L-82

1R

EMO

TEC

ON

TRO

LP

ANEL

L-82

8

L-82

8

SER

IES

CIR

CU

IT#2

SER

IES

CIR

CU

IT#1

LAM

PFA

ILU

RE

DET

ECTO

RAN

DM

ON

ITO

RIN

G(L

-827

)(TY

P)

INP

UT

PO

WER

TOR

EGU

LATO

RS

DET

ERM

INE

BR

EAK

ERS

IZE

AND

NU

MB

ERO

FPO

LES

PER

NAT

ION

AL

ELEC

TRIC

ALC

OD

ER

EQ

UIR

EMEN

TS

SC

ALE:

NTS

SSA

LRW

IRIN

GD

IAG

RAM

REFERENCEFIGURE: 54

CAD FILE: 4_24_(Figure_54)_LIR_Structure_MS_20.dwgSEE NOTES TO DESIGNER FILE: 4_24 (Figure 54)-NTD.PDF

RIGID STEELTOWER

TOWER SPLICE LINE

FIBERGLASS TUBE

STEADY BURNAPPROACHLIGHT (TYP)

SEQUENCEDFLASHER WHEREREQUIRED

MAST LIFTING FRAMESTEEL TOWERMAINTENANCEPLATFORM RAILING

20'-0

"±1

1/2"

(600

0mm

±3.8

mm

)4'

-0"

(120

0mm

)

SCALE: NTS

LIR STRUCTURE MS-20

NOTES FILE: 4_24_(Figure_54)_LIR_Structure_MS_20.dwg

DRAWING NOTES - FIGURE 54:1. INSTALL MAST LIFTING FRAME, FIBERGLASS TUBE, AND LIGHTS PER MANUFACTURER'S REQUIREMENTS.

2. INSTALL MAINTENANCE PLATFORM ON STEEL TOWER PER MANUFACTURER'S REQUIREMENTS.

GROUND SURFACE

TOWER ELEVATION

NOTE: NUMBER OF LEGS AND TOWERCONFIGURATION WILL VARYDEPENDING ON MANUFACTURER.

STEADY BURN LIGHTSAPPROACH LIGHT PLANE

SEQUENCED FLASHERWHERE REQUIRED

20'-0" (6M) MS20 LIR T-BARASSEMBLY WITH LIGHT FIXTURES

PLATFORM FOR MOUNTING LIR ASSEMBLY AND MAINTENANCE(TYP 5.7' x 13.55' (1.75M x 4.13M), WITH 4'-0" (1.1M) HIGH RAILING)

LEG MOUNTEDLADDER AND SAFETYCLIMBING DEVICE

TOWER AXIS

TOWER CONFIGURATION (TYP)

RIGID STEEL TOWER (HEIGHT AS REQUIRED)REFER TO APPROACH LIGHT SYSTEM PROFILEPLAN

REFERENCEFIGURE: 55

CAD FILE: 4_25_(Figure_55)_Approach_Light_Structure.dwgSEE NOTES TO DESIGNER FILE: 4_25 (Figure 55)-NTD.PDF

SCALE: NTS

APPROACH LIGHT STRUCTURE 40'-128' (12M-38.4M)

NOTES FILE: 4_25_(Figure_55)_Approach_Light_Structure.dwg

DRAWING NOTES - FIGURE 55:1. DESIGN TOWER FOR APPROPRIATE LOADS BASED ON ANSI/TIA-222, OR ON STRICTER LOCAL CODES IF

REQUIRED AT SITE.

2. BASE FOUNDATION DESIGN ON LOCAL TERRAIN AND SUBSURFACE CONDITIONS, AND TOWER LOADS.

3. PROVIDE LADDER FOR CLIMBING ENTIRE HEIGHT OF RIGID TOWER, WITH SAFETY CLIMBING DEVICE,MEETING ANSI/TIA-222.

4. PROVIDE SUITABLE LOCKING DEVICE FOR NUTS ON ALL TOWER AND ANCHOR BOLTS.

5. TOWER MANUFACTURER SHOULD PROVIDE DETAIL FABRICATION DRAWINGS BASED ON FURNISHEDHEIGHT AND LOAD REQUIREMENTS.

6. PROVIDE GROUNDING FOR THE STEEL TOWER AND PLATFORM PER ANSI/TIA-222.

REFERENCEFIGURE: 56

CAD FILE: 4_26_(Figure_56)_High_Intensity_Threshold_Bar_Interleaved_Wiring_Diagram_(Air_Force).dwgSEE NOTES TO DESIGNER FILE: 4_26 (Figure 56)-NTD.PDF

LEGEND

UNI-DIRECTIONAL GREEN THRESHOLD LIGHT

BI-DIRECTIONAL GREEN THRESHOLD/REDRUNWAY END LIGHT (NOTE 1)

HIGH INTENSITY THRESHOLD BAR

THRESHOLD LIGHT CIRCUIT(NOTE 2)

EDGE LIGHT CIRCUIT #1


RUNWAY EDGE LIGHT

LAN

DIN

GTH

RES

HO

LD

RUNWAYCENTERLINE

NOTE 3



GAT

EAR

EA

FOR TAILHOOK OPERATIONS, LIGHTS INMIDDLE 70'-0" (21M) MAY BE OMITTED

SCALE: NTS

INTERLEAVED WIRING DIAGRAM (AIR FORCE)

NOTES FILE: 4_26_(Figure_56)_High_Intensity_Threshold_Bar_Interleaved_Wiring_Diagram_(Air_Force).dwg

DRAWING NOTES - FIGURE 56:1. THE BI-DIRECTIONAL RUNWAY END/THRESHOLD LIGHT MAY BE INSTALLED AS SEPARATE UNI-DIRECTIONAL

FIXTURES. THE BI-DIRECTIONAL FIXTURE MUST MEET THE PHOTOMETRICS FOR THRESHOLD AND ENDLIGHTS AS INDICATED IN UFC 3-535-01.

2. CONTROL CIRCUITS FOR THRESHOLD REGULATOR MUST BE WIRED IN PARALLEL WITH EDGE LIGHTINGCONTROL CIRCUITS. FOR RUNWAY EDGE LIGHT REGULATOR(S) SUCH THAT THRESHOLD LIGHTS AREENERGIZED AND AT SAME INTENSITY AS RUNWAY EDGE LIGHTS.

3. WHERE THERE ARE AN EVEN NUMBER OF THRESHOLD BAR LIGHTS, THE TWO ADJACENT LIGHTS ABOUTTHE RUNWAY CENTERLINE MUST BE CONNECTED TO THE SAME CIRCUIT TO PROVIDE A SYMMETRICALLIGHTING PATTERN ON EACH SIDE OF THE RUNWAY CENTERLINE.

REFERENCEFIGURE: 57

CAD FILE: 4_27_(Figure_57)_Threshold_Bar_Wiring_Diagram_(Army).dwgSEE NOTES TO DESIGNER FILE: 4_27 (Figure 57)-NTD.PDF

LEGEND

GREEN THRESHOLD LIGHT, ELEVATED.

RUNWAY EDGE LIGHT.

NOTE 1

RUNWAY PAVEMENT



SCALE: NTS

THRESHOLD BAR WIRING DIAGRAM (ARMY)

GREEN THRESHOLD/RED RUNWAY END LIGHT, IN-PAVEMENT.

NOTES FILE: 4_27_(Figure_57)_Threshold_Bar_Wiring_Diagram_(Army).dwg

DRAWING NOTES - FIGURE 57:1. WHERE THERE ARE AN EVEN NUMBER OF THRESHOLD BAR LIGHTS, THE TWO ADJACENT LIGHTS ABOUT

THE RUNWAY CENTERLINE MUST BE CONNECTED TO THE SAME CIRCUIT TO PROVIDE A SYMMETRICALLIGHTING PATTERN ON EACH SIDE OF THE RUNWAY CENTERLINE.

HIG

HIN

TEN

SIT

YAL

SF-1

/SSA

LRW

IRIN

GD

IAG

RAM

SC

ALE:

NTS

REM

OTE

CO

NTR

OL

PAN

EL

INP

UT

PO

WER

TOR

EG

ULA

TOR

S

LEG

END

AU

XIL

IAR

YR

ELAY

ASS

EMBL

Y

WH

ITE

APP

RO

ACH

LIG

HT

RED

SID

ER

OW

APPR

OA

CH

LIG

HT

ISO

LATI

ON

TRA

NS

FOR

MER

WH

ITE

SEQ

UE

NC

EDFL

ASH

ING

LIG

HT

CAD FILE: 4_29_(Figure_59)_High_Intensity_ALSF_1_SSALR_Wiring_Diagram.dwgSEE NOTES TO DESIGNER FILE: 4_29 (Figure 59)-NTD.PDF

REFERENCEFIGURE: 59

TYP

ICAL

CIR

CU

ITB

RE

AKER

PER

NAT

ION

ALE

LEC

TRIC

AL

CO

DE

(SIZ

EA

ND

NU

MBE

RO

FPO

LES

DEP

END

SO

NPA

RTI

CU

LAR

INS

TALL

ATIO

N)

TYP

ICAL

CO

NST

ANT

CU

RR

ENT

REG

ULA

TOR

(CC

R)L

-828

OR

L-82

9

21

SSA

LRC

KTA

ALS

F-1

CKT

BA

LSF-

1C

KTC

ALS

F-1

CKT

D

MAS

TER

TIM

ERAD

J

L-84

1

12

34

56

78

911

1012

1314

2015

1617

1819

HIG

HIN

TEN

SIT

YAL

SF-2

/SSA

LRW

IRIN

GD

IAG

RAM

LEG

END

WH

ITE

APP

RO

ACH

LIG

HT

RED

SID

ER

OW

APPR

OA

CH

LIG

HT

ISO

LATI

ON

TRA

NS

FOR

MER

WH

ITE

SEQ

UE

NC

EDFL

ASH

ING

LIG

HT

MAS

TER

TIM

ERAD

J REM

OTE

CO

NTR

OL

PAN

EL

AU

XIL

IAR

YR

ELAY

ASS

EMBL

Y

L-84

1

TYP

ICAL

CO

NST

ANT

CU

RR

ENT

REG

ULA

TOR

(CC

R)L

-828

OR

L-82

9

INP

UT

PO

WER

TOR

EG

ULA

TOR

S

SSA

LRC

KTA

ALS

F-2

CKT

BA

LSF-

2C

KTC

ALS

F-2

CKT

D

ALS

F-2

CKT

E

TYP

ICAL

CIR

CU

ITB

RE

AKER

PER

NAT

ION

ALE

LEC

TRIC

AL

CO

DE

(SIZ

EA

ND

NU

MBE

RO

FPO

LES

DEP

END

SO

NPA

RTI

CU

LAR

INS

TALL

ATIO

N)

CAD FILE 4_30_(Figure_60A)_High_Intensity_ALSF_2_SSALR_Wiring_Diagram.dwgSEE NOTES TO DESIGNER FILE:4_30 (Figure 60A)-NTD.PDF


SC

ALE:

NTS

211

23

45

67

89

1110

1213

2015

1617

1819

14

LIGHTBAR#11MASTMOUNTED



















LIGHTBAR#30MASTMOUNTEDCKTC

CKTD

CKTB

CKTB #6(16mm²)AWG,5KV

CKTC

CKTD

CKTB

CKTC

CKTD

CKTB

CKTC

CKTD

CKTB

CKTC

CKTD

CKTB

CKTA

CKTC

CKTA

CKTD

HAN

DH

OLE

(TYP

)


CAD FILE: 4_31_(Figure_60B)_ALSF_2_SSALR__Wiring_Diagram_Modification_Sheet_1.dwgSEE NOTES TO DESIGNER FILE: 4_31 (Figure 60B)-NTD.PDF

CIR

CU

ITD

ESC

RIP

TIO

N

A B C

SSA

LRLO

OP

ALS

F-II

LOO

PA

LSF-

IILO

OP

ALS

F-II

LOO

PED

THR

ESH

OLD

SEE

FIG

UR

E56

FOR

WIR

ING

DIA

GR

AM

ALS

F-2/

SSAL

RW

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GD

IAG

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MO

DIF

ICAT

ION

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EET

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CAL

E:N

TS

FOR

CO

NTI

NU

ATIO

NS

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GU

RE

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TYP

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850E

,UN

IDIR

ECTI

ON

ALR

ED.

INST

ALL

300

WAT

TL-

830

ISO

LATI

ON

TRA

NS

FOR

MER

(6.6

AMP)

.

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EN

D:

ELE

VATE

DAP

PRO

AC

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GH

T,FA

ATY

PEE

-982

,200

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TLA

MP,

UN

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HIT

E.

LIGHTBAR#9L-850ELIGHTS










THRESHOLDLIGHTBAR

HAN

DH

OLE

(TYP

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AC

KTB

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C

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FIG

UR

E56

FOR

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ESH

OLD

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ING

SCH

EM

ATI

C

CKT

D

CKT

E

CKT

R1

CKT

R2

R2

(TO

ED

GE

LIG

HTS

)

R1

(TO

ED

GE

LIG

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)

TOC

ON

STA

NT

CU

RR

ENT

REG

ULA

TOR

SIN

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LT

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R1

CKT

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R2

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)

R1

(TO

ED

GE

LIG

HTS

)

CKTA

CKTC

CKTB

CKTA

CKTC

CKTD

CKTD

CKTA

CKTC

CKTD

CKTA

CKTC

CKTB

CKTD

CKTA

CKTB

CKTC

CKTB

CKTB

CKTB


CAD FILE: 4_31_(Figure_60C)_ALSF_2_SSALR__Wiring_Diagram_Modification_Sheet_2.dwgSEE NOTES TO DESIGNER FILE: 4_31 (Figure 60B)-NTD.PDF

ALS

F-2/

SSAL

RW

IRIN

GD

IAG

RAM

MO

DIF

ICAT

ION

-SH

EET

2S

CAL

E:N

TS

FOR

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ATIO

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RE

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ESH

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REE

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IRE

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ON

TRA

NS

FOR

MER

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SH

LIG

HTS

(6.6

AMP)

LEG

EN

D:

CAD FILE: 5_1_(Figure_61)_FAA_L_880_Style_A_Papi_(Constant_Voltage)_PCU_Mounting_Details.dwgSEE NOTES TO DESIGNER FILE: 5_1 (Figure 61)-NTD.PDF

REFERENCEFIGURE: 61

FAA

L-88

0S

TYLE

APA

PI

WH

ITE

CR

OSS

MAR

KSO

NBO

TTO

MO

FC

ABI

NE

TTO

DIM

ENSI

ON

SSH

OW

N

FAA

CO

MPL

IAN

TP

HO

TOC

ELL

(PC

1)FA

CE

NO

RTH

INN

OR

THER

NH

EMIS

PHER

EAN

DSO

UTH

INS

OU

THER

NH

EM

ISP

HER

E

27/

16"-

21/

2"Ø

(62m

m-

64m

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MO

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NE

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PLAC

ES(K

NO

CKO

UT

(SLI

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IZE

2"(5

3mm

)

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TE:

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GIN

GE

QU

IPM

EN

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SE

CA

RE

IND

RIL

LIN

GH

OLE

SFO

RE

MT

KN

OC

KO

UTS

.RE

MO

VEA

LLM

ETAL

CH

IPS

AN

DD

EBR

ISAF

TER

INST

ALLI

NG

HO

LES

INEN

CLO

SUR

E

CAP

2"(5

3mm

)E

MT

(TYP

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CO

NC

PAD

FIN

ISH

ED

GR

ADE

SU

GG

EST

EDP

OW

ERA

ND

CO

NTR

OL

WIR

ING

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YAN

DEX

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ION

SP

OW

ERA

ND

CO

NTR

OL

UN

ITAS

SEM

BLY

SU

GG

EST

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AN

GE

AND

ELBO

WAS

SEM

BLY

FOO

TIN

GLO

CAT

ION

SP

OW

ERA

ND

CO

NTR

OL

UN

ITAS

SEM

BLY

FRA

NG

IBLE

INS

TALL

ATIO

NP

OW

ERC

ON

TRO

LU

NIT

MO

UN

TIN

G

2"(5

3mm

)C

ON

DU

ITE

LBO

W

FLO

OR

FLAN

GE

2"(5

3mm

)CO

ND

UIT

CO

UPL

ING

FLU

SHW

ITH

PAD

23/

4"(7

0mm

)OD

(REF

)

6"(1

52m

m)O

D(R

EF)

1/8"

(3m

m)Ø

4H

OLE

SE

QU

ALLY

SPA

CE

DO

NA

43/

4"(1

21m

m)D

IABC

1'-6

"(45

0mm

)

63/4"(172mm)

51/

2"(1

40m

m)

7"(1

75m

m)

FRA

NG

IBLE

CO

UPL

ING

W/

CO

MPR

ESSI

ON

FITT

ING

(TYP

)

51/2"(140mm)

81/

2"(2

16m

m)

7"(1

75m

m)

1'-6"(450mm)

MAX1"

(25mm)

(CO

NS

TAN

TV

OLT

AG

E)P

CU

MO

UN

TIN

GD

ETAI

LSS

CAL

E:N

TS

NOTES FILE: 5_1_(Figure_61)_FAA_L_880_Style_A_Papi_(Constant_Voltage)_PCU_Mounting_Details.dwg

DRAWING NOTES - FIGURE 61:1. VERIFY DIMENSIONS WITH EQUIPMENT MANUFACTURER.

2. CONCRETE PAD MUST BE MINIMUM 30" X 18" X 12" (750mm X 450mm X 300mm).

3. MOUNTING HARDWARE MUST BE STAINLESS STEEL SIZED PER MANUFACTURER'S REQUIREMENTS.

4. INSTALLATION MUST BE PER MANUFACTURER'S REQUIREMENTS.


CAD FILE: 5_2_(Figure_62A)_FAA_L_880_Style_A_Papi_(Constant_Voltage)_System_Wiring_Diagram.dwg SEE NOTES TO DESIGNER FILE: 5_2 (Figure 62A)-NTD.PDF

FAA

L-88

0S

TYLE

APA

PI

PO

WER

&C

ON

TRO

LU

NIT

ASS

EM

BLY

INC

OM

ING

PO

WER

FEED

208

-240

V,6

0H

zO

R22

0V,5

0H

z

PAP

ILI

GH

TU

NIT

ASS

EM

BLY

PAP

ILI

GH

TU

NIT

ASS

EM

BLY

PAP

ILI

GH

TU

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EM

BLY

PAP

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TAB

LE1

IND

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ELD

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US

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ER

SPLI

CE

CO

NSO

LID

ATI

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HAR

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/#14

(2.5

mm

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ADS.

OU

TGO

ING

POW

ER

FEED

FRO

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WE

R&

CO

NTR

OL

UN

ITA

SSEM

BLY

T1-X

TER

MIN

ALS,

USE

#8(1

0mm

²)M

INIM

UM

.

TILT

SWIT

CH

LEA

DS

FRO

MPO

WE

RAN

DC

ON

TRO

LU

NIT

ASS

EMBL

YTB

1TE

RM

INA

LSTI

LTSW

ITC

HA

AN

DB

,US

E#1

4(2

.5m

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MIN

IMU

M.

TILT

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CH

LEA

DS

FRO

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EVIO

US

LIG

HT

UN

ITAS

SEM

BLY,

USE

#14

(2.5

mm

²)M

INIM

UM

.

1 2 3 4

PO

INT

PC

1N

OR

TH

CO

NSO

LID

ATI

NG

HAR

NES

SLE

AD

CO

LOR

CO

DES

TAB

LE1

GR

EEN

=TI

LTSW

ITC

HLE

ADB

LAC

K=

TILT

SWIT

CH

LEAD

WH

ITE

=P

OW

ERLE

ADR

ED=

PO

WER

LEAD

1

2

4

1

4

11 2

42

23

(CO

NS

TAN

TV

OLT

AG

E)S

YST

EMW

IRIN

GD

IAG

RAM

SC

ALE:

NTS

ON/OFF

LINE B

LINE A

TB1

X1X2X3X4X5

X7X6

X8

TO UNIT A

TO UNIT B

TO UNIT C

TO UNIT D

POWER CONTROL UNIT

REMOTE A

REMOTE B

TILT SW A

TILT SW B

AC INPUTPOWER

TO LIGHTUNITSA, B, C,AND D


CAD FILE: 5_2_(Figure_62B)_FAA_L-880_Style_A_Papi_Power_Control_Unit_3_Lamp_4_Lamp_Units.dwg SEE NOTES TODESIGNER FILE: 5_2 (Figure 62B)-NTD.PDF

SCALE: NTS

3 LAMP, 4 LIGHT UNITS

FAA L-880 STYLE A PAPI

REFERENCEFIGURE: 63

CAD FILE: 5_3_(Figure_63)_FAA_L_880_Style_B_Papi_(Constant_Current)_System_Wiring_Diagram.dwgSEE NOTES TO DESIGNER FILE: 5_3 (Figure 63)-NTD.PDF

FAA

L-88

0S

TYLE

BPA

PI

FAA

L-88

0S

TYLE

"B"S

YSTE

M(W

ITH

TILT

SWIT

CH

ES)

3LA

MPS

PER

LIG

HT

UN

IT

300W

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/6.6

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/6.6

AIS

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MER

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CO

NSO

LID

ATI

NG

HAR

NE

SS,T

ILT

SW

ITC

HW

IRE

END

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LAC

KAN

DG

REE

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ADS)

AR

E#1

4(2

.5m

m²).

PO

WER

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DS

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HAP

PRO

PR

IATE

L-82

3C

ON

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TOR

S,U

SEL-

824

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CO

NN

ECTO

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TS).

1 2 3 4

TILT

SWIT

CH

LEA

DS

,US

E#1

4(2

.5m

m²)

MIN

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M.

5

PAP

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UN

ITA

SSE

MBL

YM

ASTE

R

PAP

ILIG

HT

UN

ITA

SSE

MBL

YS

LAVE

PAP

ILIG

HT

UN

ITA

SSE

MBL

YS

LAVE

PAP

ILIG

HT

UN

ITA

SSE

MBL

YS

LAVE

33

33

55

54

44

11

21

11

11

1

INC

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ARY

PLU

G

IND

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AR

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TAC

LE

IND

ICAT

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OO

FC

US

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ER

SPLI

CE

(CO

NS

TAN

TC

UR

RE

NT)

SY

STEM

WIR

ING

DIA

GR

AMS

CAL

E:N

TS

REFERENCEFIGURE: 64

CAD FILE: 5_4_(Figure_64)_FAA_L_880_Style_B_(Constant_Current)_Papi_Power_And_Control_Schematic_Diagram.dwgSEE NOTES TO DESIGNER FILE: 5_4 (Figure 64)-NTD.PDF

FAA

L-88

0S

TYLE

B(C

ON

STA

NT

CU

RR

EN

T)PA

PI

VAU

LTC

ON

TRO

LP

ANEL

(VC

P)

TOW

ERC

ON

TRO

LP

ANEL

(TC

P)

TRA

NS

FER

RE

LAY

PAN

EL(T

RP)

PIL

OT

REL

AYP

ANEL

(PR

P)

PAP

IB

RIG

HTN

ESS

SW

ITC

HB5 B4

B3B2

B5-

TRP-

6AB

4-TR

P-5A

B3-

TRP-

4AB

2-TR

P-3A

B1-

TRP-

2A

C-T

RP

-1A

B1

PAP

ION

-OFF

SW

ITC

H

120V

CO

NTR

OL

POW

ER

120V

CO

NTR

OL

POW

ER

B5-

TRP-

6B

B4-

TRP-

5B

B3-

TRP-

4B

B2-

TRP-

3B

B1-

TRP-

2BC

-TR

P-1

B

PAP

IB

RIG

HTN

ESS

SW

ITC

HB1

B2B3

B4B5

PAP

ION

-OFF

SW

ITC

H

C

C

1A-T

CP-

C2A

-TC

P-B1

3A-T

CP-

B24A

-TC

P-B3

5A-T

CP-

B46A

-TC

P-B5

#12

(4m

m²)

CO

NTR

OL

CO

ND

UC

TOR

S

1A 2A 3A 4A 5A 6A 7A 8A

1B 2B 3B 4B 5B 6B 7B 8B

1A-T

CP-

C2A

-TC

P-B1

3A-T

CP-

B24A

-TC

P-B3

5A-T

CP-

B46A

-TC

P-B5

12

34

56

78

CLN

1-PRP-A2-PRP-B3-PRP-C4-PRP-D5-PRP-E6-PRP-F7-PRP-G8-PRP-H

TOC

ON

TRO

LTR

ANSF

ERS

WIT

CH

SER

IES

CIR

CU

ITR

EG

ULA

TOR

(REG

)6.

6A,5

BR

IGH

TNES

SST

EPS

B1B

1-PR

P-B3

B2B

2-PR

P-C

3B3

B3-

PRP-

D3

B4B

4-PR

P-E3

B5B

5-PR

P-F3

CC

-PR

P-A

3LN

LN

H1H

2

AB

CD

EF

A-TRP-1B-TRP-2C-TRP-3D-TRP-4E-TRP-5F-TRP-6

X1 X2

TOV

AULT

PO

WER

(240

V,48

0V)

LIG

HTN

ING

AR

RES

TOR

S(T

YP)

#8(1

0mm

²),5

KV

L-82

4CTO

PAPI

UN

ITS

INFI

ELD

LN

A3A

3-R

EG

-CA4

A1 A2 B1 B2B3 B4

B3-

RE

G-B

1

C3

C4

C3-

RE

G-B

2

D3

D4

C3-

RE

G-B

3

E3 E4C

3-R

EG

-B4

F3 F4C

3-R

EG

-B5

C1

C2 D1

D2 E1 E2 F1 F2

120V

(L1)

SC

ALE:

NTS

PO

WE

RA

ND

CO

NTR

OL

SCH

EMAT

ICD

IAG

RAM

#12

(4m

m²)

CO

NTR

OL

CO

ND

UC

TOR

S

#12

(4m

m²)

CO

NTR

OL

CO

ND

UC

TOR

S

CO

NC

RET

EBA

SE


CAD FILE: 5_5_(Figure_65A)_Papi_Light_Housing_Elevation.dwgSEE NOTES TO DESIGNER FILE: 5_5 (Figure 65A)-NTD.PDF

1"(2

7mm

)PVC

WIT

H#4

(25m

m²)

GN

D

3/4"

X10

'-0"

(20m

mX

3M)

GR

OU

ND

RO

DS

ECTI

ON

ALV

IEW

2"(5

3mm

)SC

H40

PVC

CO

ND

UIT

BET

WE

ENP

API

LIG

HT

UN

ITS

AN

CH

OR

RO

D

AIM

TOW

ARD

THR

ESH

OLD

EXP

ANSI

ON

JOIN

T(T

YP)

EXO

THER

MIC

CO

NN

EC

TIO

N

L-88

03-

LAM

PLI

GH

TU

NIT

(TY

PFO

R4

LIG

HT

UN

ITS

INSY

STEM

)

FRA

NG

IBLE

CO

UPL

ING

(TYP

)

WAT

ER-T

IGH

TFL

EXI

BLE

CO

ND

UIT

BR

EAK

ABLE

CO

UPL

ING

ASS

PEC

IFIE

DB

YPA

PIM

ANU

FAC

TUR

ERIN

TER

NA

LG

RO

UN

DLU

G

FIN

ISH

EDG

RA

DE

5'-0

"

(1.5

M)

LIG

HT

BAS

E,FA

AL-

867,

SIZE

D

LIG

HT

ELE

VATI

ON

AS

SHO

WN

ON

CO

NTR

ACT

DR

AW

ING

S

1'-0

"

(300

mm

)

10'-0

"

(3M

)

6"

(150

mm

)

AD

JUST

LEG

HEI

GH

TAS

REQ

UIR

ED

4'-0"(1200mm)MINEXTENDBELOW

FROSTLINEIFREQUIRED

4"

(100mm)

2"(50mm)

VAR

IES

BYM

ANU

FAC

TUR

ER

'SIN

STAL

LATI

ON

DIA

GR

AM

SC

ALE:

NTS

PAP

ILIG

HT

HO

US

ING

ELEV

ATIO

N

2"(50mm)

TYP

REI

NFO

RC

EM

ENT

WEL

DE

DW

IRE

FAB

RIC

CO

NC

RET

EM

OW

PAD

CO

NC

RET

EM

OW

PAD

NOTE2

NOTES FILE: 5_5_(Figure_65A)_Papi_Light_Housing_Elevation.dwg

DRAWING NOTES - FIGURE 65A:1. EACH LIGHT UNIT MUST BE AIMED OUTWARD INTO THE APPROACH ZONE ON A LINE PARALLEL TO THE

RUNWAY CENTERLINE WITHIN ±1/2 DEGREE.

2. THE BEAM CENTERS OF ALL LIGHT UNITS MUST BE WITHIN ±1" (25mm) OF HORIZONTAL PLANE.

3. THE FRONT FACE OF EACH LIGHT UNIT IN A BAR MUST BE LOCATED ON A LINE PERPENDICULAR TO THERUNWAY CENTERLINE WITHIN A TOLERANCE OF ±1" (25mm).

4. DIMENSIONS ARE APPROXIMATE AND MUST BE COORDINATED WITH PAPI MANUFACTURER.

5. AIMING ANGLE AND LOCATION OF UNITS MUST BE INDICATED ON CONTRACT DOCUMENTS.


CAD FILE: 5_5_(Figure_65B)_Papi_Light_Housing_Plan.dwgSEE NOTES TO DESIGNER FILE: 5_5 (Figure 65B)-NTD.PDF

4'-0

"(1.

2M)T

HIC

KC

ON

CR

ETE

SLAB

WIT

HLI

GH

TBR

OO

MFI

NIS

H

PAP

IS

UP

POR

TLE

G(T

YP

FOR

3)

PAP

IR

EFER

ENC

EP

OIN

T

PAP

IOU

TLIN

E

1"(2

7mm

)PVC

WIT

HG

RO

UN

DW

IRE

EXP

ANSI

ON

JOIN

T

2"(5

3mm

)SC

H40

PVC

(TYP

)

2"(5

3mm

)CO

ND

UIT

TON

EXT

PAP

IUN

IT

2"(5

3mm

)CO

ND

UIT

TON

EXT

PAP

IUN

IT

MO

WP

AD-4

"(10

0mm

)TH

ICK

WIT

HW

IRE

MES

H,

1/2"

(13m

m)C

HA

MFE

R

L-86

7DD

EEP

BAS

EC

AN,

2'-0

"(61

0mm

)DEE

P

DU

CT

SEA

L

EXO

THER

MIC

TEE

-CO

NN

EC

TIO

N

3/4"

X10

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(20m

mx

3M)M

INC

OP

PER

CLA

DG

RO

UN

DR

OD

WIT

HEX

OTH

ER

MIC

TEE

-CO

NN

EC

TIO

N5'

-0"

(1.5

M)

2'-0

"

(0.6

M)

8"(2

00m

m)

10'-0

"

(3M

)

5'-0"

(1.5M)

1'-0

"MIN

(300

mm

)

SLI

P-FI

TTER

/RU

BBER

GR

OM

MET

(TY

P)

AIM

TOW

ARD

THR

ESH

OLD

SC

ALE:

NTS

PAP

ILIG

HT

HO

US

ING

-PLA

N

#6(1

6mm

2 )SO

LID

BAR

EC

OPP

ER(A

IRFO

RC

E/A

RM

Y)#4

(25m

m²)

STR

AN

DED

BAR

EC

OPP

ER(N

AVY

)

TON

EXT

PAPI

TON

EXT

PAP

I

NOTES FILE: 5_5_(Figure_65B)_Papi_Light_Housing_Plan.dwg

DRAWING NOTES - FIGURE 65B:1. EACH LIGHT UNIT MUST BE AIMED OUTWARD INTO THE APPROACH ZONE ON A LINE PARALLEL TO THE

RUNWAY CENTERLINE WITHIN ±1/2 DEGREE.

2. THE BEAM CENTERS OF ALL LIGHT UNITS MUST BE WITHIN ±1" (25mm) OF HORIZONTAL PLANE.

3. THE FRONT FACE OF EACH LIGHT UNIT IN A BAR MUST BE LOCATED ON A LINE PERPENDICULAR TO THERUNWAY CENTERLINE WITHIN A TOLERANCE OF ±1" (25mm).

4. DIMENSIONS ARE APPROXIMATE AND MUST BE COORDINATED WITH PAPI MANUFACTURER.

5. AIMING ANGLE AND LOCATION OF UNITS MUST BE INDICATED ON CONTRACT DOCUMENTS.


CAD FILE: 5_6_(Figure_65C)_Runway_23_Obstacle_Clearance_Surfaces.dwgSEE NOTES TO DESIGNER FILE: 5_6 (Figure 65C)-NTD.PDF

RU

NW

AY

CE

NTE

RLI

NE

CR

OW

N

CAL

CU

LATI

ON

S-P

API2

3

PAP

ILIG

HT

ELEV

ATIO

N24

22.0

6'(7

38.2

43M

)(D

=90

9.00

')*T

AN(3

°)47

.64'

(14.

52M

)

THR

ESH

OLD

CR

OSS

ING

EL24

69.7

0'(7

52.7

64M

)

THR

ESH

OLD

ELE

VATI

ON

2419

.71'

(737

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M)

49.9

9'(1

5M)

THR

ESH

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CR

OSS

ING

HT

RU

NW

AY

SLO

PE

(%)=

VAR

IES

RU

NW

AY

SLO

PE

DIR

EC

TIO

N*

PAP

I23

ISSI

TED

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AR

UN

WA

YEN

DW

ITH

AG

LID

ESL

OPE

.

CEN

TER

LIN

EO

FP

APIL

IGH

TE

LEVA

TIO

N=

2422

.06'

(740

M)

30'-0

"

(10M

)

30'-0

"

(10M

)

30'-0

"

(10M

)

THR

ESH

OLD

CR

OSS

ING

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GH

T=

49.9

9'(1

5M)

OBS

TAC

LEC

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ANC

ES

UR

FAC

E

4S

TATU

EM

ILE

(6.4

km)R

ADIU

S

THR

ESH

OLD

ELE

VAT

ION

=24

19.7

1'(7

37.5

27M

)S

TA0+

00

RU

NW

AY

CE

NTE

RLI

NE

PAP

I(4

BOX)

ED

GE

OF

PAV

EMEN

T

EXI

STIN

GEL

EVAT

ION

=24

22.0

6'(7

38.2

43M

)S

TA09

+09.

00

R/W

23

PR

OPO

SED

GLI

DE

SLO

PEA

NTE

NN

AS

TA10

+00

AIM

ING

ANG

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NO

RM

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PRO

ACH

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REE

S

AIM

ING

ANG

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50'-

OBS

TAC

LEC

LEA

RAN

CE

SUR

FAC

E

10° 10°

300'

-0"

(90M

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9'-0

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(273

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125'

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37.5

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OR

150'

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45M

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150'

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R20

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MW

IDE

RU

NW

AY SC

ALE:

NTS

PAP

IELE

VAT

ION

SC

ALE:

NTS

RU

NW

AY

23O

BS

TAC

LEC

LEAR

ANC

ESU

RFA

CES


CAD FILE: 5_7_(Figure_65D)_L_880_Signal_Presentation.dwgSEE NOTES TO DESIGNER FILE: 5_7 (Figure 65D)-NTD.PDF

BELOW GLIDE PATH

SLIGHTLY BELOW

ON PATH

SLIGHTLY ABOVE

ABOVE GLIDE PATH

23

23

23

23

23

LEGEND

WHITE LIGHT

RED LIGHT

SCALE: NTS

L-880 SIGNAL PRESENTATION

PRIMARY LOCATIONLEFT SIDE

ALTERNATE LOCATIONRIGHT SIDE

AS YOU DESCEND FROMWELL ABOVETHE APPROACH SLOPELIGHTS ARE ALL WHITE 4 3 2 1 1 2 3 4

FLY DOWN

FLY DOWN

TO SLIGHTLY ABOVETHE APPROACH SLOPELIGHTS ARE 3 WHITE, 1 RED

ON SLOPE

TO ON THE APPROACH SLOPELIGHTS ARE 2 WHITE, 2 RED

FLY UP

TO SLIGHTLY BELOWTHE APPROACH SLOPELIGHTS ARE 1 WHITE, 3 RED

FLY UPWELL BELOWTHE APPROACH SLOPELIGHTS ARE ALL RED

NOTES FILE: 5_7_(Figure_65D)_L_880_Signal_Presentation.dwg

DRAWING NOTES - FIGURE 65D:1. AIMING PARAMETER TABLE:

AIMING OF PAPI RELATIVE TO PRE-SELECTED GLIDE PATH

LIGHT UNIT AIMING ANGLE (IN MINUTES OF ARC)

UNIT NEAREST RUNWAY 30' (MINUTES) ABOVE GLIDE PATHNEXT ADJACENT UNIT 10' (MINUTES) ABOVE GLIDE PATHNEXT ADJACENT UNIT 10' (MINUTES) BELOW GLIDE PATHNEXT ADJACENT UNIT 30' (MINUTES) BELOW GLIDE PATH

2. INSTALLATION TOLERANCE TABLE:INSTALLATION TOLERANCE

ITEM TOLERANCE

AZIMUTHAL AIMING ±1/2 DEGREESMOUNTING HEIGHT TOLERANCE (FROM HORIZONTAL PLANES) ±1" (25mm)TOLERANCE ALONG LINE PERPENDICULAR TO RUNWAY ±1" (25mm)HORIZONTAL PLANE THROUGH BEAM CENTER TO ELEVATIONOF RUNWAY CENTERLINE AT INTERCEPT POINT ±12" (305mm)

SCALE: NTS

120/240 VOLT SYSTEM W/CURRENT SENSING1

SCALE: NTS

CONSTANT CURRENT SYSTEM WITH CURRENT SENSING3

SCALE: NTS

REIL SYSTEMS SCHEMATIC WIRING DIAGRAMS

REFERENCEFIGURE: 66

CAD FILE: 5_8_(Figure_66)_Reil_Systems_Schematic_Wiring_Diagrams.dwgSEE NOTES TO DESIGNER FILE: 5_8 (Figure 66)-NTD.PDF

FLASH HEAD FLASH HEAD

MASTERUNIT

SLAVEUNIT

120/240V POWER(3) 1/C 600V

120V CONTROL(5) 1/C 600V

TRIGGER SYNCHRONIZATION(2) 1/C TWISTED, SHIELDED300V MINIMUM

120/240V POWER(3) 1/C 600V

SERIES RUNWAYLIGHTING CIRCUIT

L-830 ISOLATIONTRANSFORMER FORCURRENT SENSING

(2) 1/C, 600V


MASTERUNIT

SLAVEUNIT

120/240V POWER(3) 1/C 600V

120V CONTROL(5) 1/C 600V

TRIGGER SYNCHRONIZATION(1) 2/C TWISTED, SHIELDEDPAIR 300V MINIMUM

120/240V POWER(4) 1/C 600V

POWER ADAPTER

(2) 1/C,600V L-830 ISOLATION

TRANSFORMER FORCURRENT SENSING

SERIES RUNWAYLIGHTING CIRCUIT


POWERCONVERTER

POWERCONVERTER

(2) 1/C, 600V TRIGGER SYNCHRONIZATION(1) 2/C TWISTED, SHIELDED PAIR

SERIES RUNWAY LIGHTING CIRCUIT

L-830 ISOLATION TRANSFORMERFOR CURRENT SENSING

SCALE: NTS

AND CURRENT SENSING2

120/240 VOLT SYSTEM WITH POWER ADAPTER

L-830ISOLATIONTRANSFORMERFOR CURRENTSENSING

REFERENCEFIGURE: 67

CAD FILE: 5_9_(Figure_67)_Reil_Unit_Master_And_Slave_Installation.dwgSEE NOTES TO DESIGNER FILE: 5_9 (Figure 67)-NTD.PDF

L-867 SIZE B CLASS I LIGHT BASE W/ 3/8"(10mm) STEEL COVER (NOTE 3)

FLEXIBLE PVCCONDUIT (TYP)

EMT CONDUIT PERMANUFACTURER'SREQUIREMENTS (TYP)

3/4" Ø X 10'-0" (20mm X 3M)GROUND ROD

TO R/W CKT TO REIL SLAVE UNIT

#4 (25mm²) BARE COPPER2" (53mm) ELBOWS RGS

SCALE: NTS

REIL MASTER UNIT INSTALLATION

SCALE: NTS

REIL SLAVE UNIT INSTALLATION

TO REIL MASTER UNIT

NOTE 2

EMT FLEXIBLE CONDUITPER MANUFACTURER'SREQUIREMENTS (TYP)

3/4" Ø X 10'-0" (20mm X 3M)GROUND ROD

#4 (25mm²) BARE COPPER

EXOTHERMIC WELD

EXTERNAL GROUND LUG

GROUNDING CLAMP

GROUNDING CLAMP

3/4" (21mm) SCH 40 PVC

EXOTHERMIC WELD

3/4" (21mm) SCH 40 PVC

2" (53mm) ELBOW RGS

FRANGIBLE COUPLING (TYP)

2" (53mm) RGSCOUPLING (TYP)


2" (53mm) RGSCOUPLING (TYP)

NOTES FILE: 5_9_(Figure_67)_Reil_Unit_Master_And_Slave_Installation.dwg

DRAWING NOTES - FIGURE 67:1. DIMENSIONS AND LAYOUT VARY WITH MANUFACTURER. INSTALL PER MANUFACTURER'S REQUIREMENTS.

2. DIMENSION OF CONCRETE FOUNDATION VARIES WITH EQUIPMENT SUPPLIED. DEPTH MUST BE 36" (900mm)OR 6" (150mm) BELOW FROST LINE WHICHEVER IS GREATER.

3. L-867 BASE FOR MOUNTING L-830 ISOLATION TRANSFORMER MAY BE PART OF FOUNDATION OR MOUNTEDSEPARATELY.

4. WIRE PER MANUFACTURER'S REQUIREMENTS.

5. INCOMING POWER WIRING AND CONDUIT NOT INDICATED FOR CLARITY. POWER WIRING MAY ENTER L-867LIGHT BASE IN A SEPARATE CONDUIT FROM THE SERIES CIRCUIT LIGHTING CABLES.

REFERENCEFIGURE: 68

CAD FILE: 6_1_(Figure_68)_51_Foot_Pre_Fabricated_Beacon_Tower.dwgSEE NOTES TO DESIGNER FILE: 6_1 (Figure 68)-NTD.PDF

FOUNDATION LAYOUT GROUTING AND DRAINAGE INFORMATION

BEACON TOWER TYPICAL COLOR SCHEME

GROUND LINE

GROUND ROD

LADDER TO UNDERSIDE OFTRAP DOOR IN PLATFORM

OR

AN

GE

8'-0

"(2

.4M

)

WH

ITE

7'-0

"(2

.13M

)OR

AN

GE

7'-0

"(2

.13M

)

WH

ITE

7'-0

"(2

.13M

)OR

AN

GE

7'-0

"(2

.13M

)

WH

ITE

7'-0

"(2

.13M

)

20'-0

"(6.

1M)

BO

LTED

20'-0

"(6.

1M)

BO

LTED

11'-0

"(3.

4M)

WEL

DED

51'-0

"(1

5.5M

)

ANCHOR BOLTS 4 PLACES

6'-6 3/4"

(2000mm)

5'-8

3/16

"(1

732m

m) 3'-9

1/2"

(115

6mm

)

CONCRETE PIER 3 PLACES,DIMENSIONS OF PIERPER DESIGNER

30.00°

30.00°

TOWER AXIS

45°

CONCRETEFINISHED GRADE

ANCHOR BOLTBRACE CLIPTOWER LEG

6"(1

52m

m)

GROUT

ALLOWANCEFOR DRAINAGE

DRAIN HOLE PROVIDEDAT BASE OF EACH LEG OFEACH TOWER SECTION

(TYP)

POWER PANEL

POWER PANEL (NOTE 3)

51'-0" (15.5M) PRE-FABRICATED BEACON TOWERSCALE: NTS

NOTES FILE: 6_1_(Figure_68)_51_Foot_Pre_Fabricated_Beacon_Tower.dwg

DRAWING NOTES - FIGURE 68:1. LADDER MUST BE FURNISHED WITH OSHA APPROVED SAFETY CLIMBING TOWER.

2. SIZE OF PIERS PER REGISTERED STRUCTURAL ENGINEER.

3. INSTALL POWER PANEL WITH TOP AT 5'-0" (1.5M) ABOVE FINISHED GRADE.

4. PROVIDE CIRCUITS TO TOP OF TOWER FOR BEACON, MOTOR, HEATER, AND OBSTRUCTION LIGHT. PROVIDEDISCONNECT SWITCH FOR EACH CIRCUIT AT TOP OF TOWER.

REFERENCEFIGURE: 69

CAD FILE: 6_2_(Figure_ 69)_Beacon_Dimensions.dwgSEE NOTES TO DESIGNER FILE: 6_2 (Figure 69)-NTD.PDF

21.4"

(545mm)

23.6"

(600mm)

3'-5

1/4"

(105

0mm

)

1'-8

1/2"

(520

mm

)

1'-0"

(305mm)

1'-4"

(405mm)

1'-6"

(457mm)

1'-4"

(405mm)

4"(1

00m

m)

1'-4 1/4"

(415mm)

10"

(255mm)

6"(150mm)

OVERALL DIMENSIONS

MOUNTING BOLT PATTERN

SCALE: NTS

BEACON DIMENSIONS

(4) 1/2" (13mm) HOLESSPACED AS INDICATED

REFERENCEFIGURE: 70

CAD FILE: 6_3_(Figure_70)_Beacon_Tower_Platform_Details.dwgSEE NOTES TO DESIGNER FILE: 6_3 (Figure 70-NTD.PDF

EXP

AND

ED

ME

TAL

GR

ATIN

GW

ELD

ED

TOP

LATF

OR

MPA

NEL

S

PAN

EL

BEA

CO

N

KN

EE

BRAC

ES

PLA

TFO

RM

TRAP

DO

OR

(HA

SPFO

RP

ADLO

CK

TOB

EPR

OV

IDED

)

SEE

TRAP

DO

OR

DET

AIL,

THIS

SHEE

T

TRA

PD

OO

RD

ETAI

LH

AND

RAI

LSU

PPO

RT

DET

AIL

PLA

TFO

RM

SEC

TIO

N

BEA

CO

NTO

WE

RPL

ATFO

RM

DET

AILS

SEE

SEC

TIO

N'A

'D

OU

BLE

NU

T

BO

LT

PAN

ELFR

AME

TRA

PD

OO

RU

-BO

LTW

ITH

NU

TSAN

DPA

LN

UTS

SEE

PLA

TFO

RM

SEC

TIO

N

A 70A 70

SC

ALE:

NTS

SEC

TIO

NS

CAL

E:N

TSA 70

1/2"

Ø(1

3mm

)AIR

TER

MIN

ALM

OU

NTE

D6"

(150

mm

)ABO

VEH

EIG

HT

OF

BEA

CO

N

SEE

HA

ND

RAI

LS

UP

POR

TD

ETA

IL,

THIS

SHEE

T

NOTES FILE: 6_3_(Figure_70)_Beacon_Tower_Platform_Details.dwg

DRAWING NOTES - FIGURE 70:1. ALL TOWER COMPONENTS MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION.

2. INSTALL PER MANUFACTURER'S REQUIREMENTS.

3. LOCATE DISCONNECT SWITCHES ON WALKWAY HANDRAIL OR CENTER STRUCTURE.

REFERENCEFIGURE: 71

CAD FILE: 6_4_(Figure_71)_Tower_Safety_Climbing_Device.dwgSEE NOTES TO DESIGNER FILE: 6_4 (Figure 71)-NTD.PDF

SAFETY CABLE

CABLE CLIP

RUBBER GROMMET

SAFETY CABLE POST

WASHER

STRANDVISE

CABLE

STRANDVISE

RETAINER KNOB

SEE DETAIL A,THIS SHEET

STRANDVISE

HAND GRIPS WITH ONENUT INSIDE AND ONENUT OUTSIDE OF EACHCLIP ON POST

U-BOLT ASSEMBLY(4 REQUIRED)

SAFETY CABLE

U-BOLT ASSEMBLY

INTERMEDIATE BRACKET

SAFETY CABLE POST

ATTACHMENTPLATE

TOWER LADDER HEAVYDUTY

PLATE CLAMP(2 REQUIRED)

BOLT ASSEMBLY(4 REQUIRED)

COMPRESSION SPRINGASSEMBLY

STRANDVISESEE DETAIL B,THIS SHEET

1 BOTTOM SAFETYBRACKET

SAFETY CLIMBING DEVICE DETAIL

SCALE: NTS

TOWER SAFETY CLIMBING DEVICE

SCALE: NTS

DETAILA

SCALE: NTS

DETAILB

NOTES FILE: 6_4_(Figure_71)_Tower_Safety_Climbing_Device.dwg

DRAWING NOTES - FIGURE 71:1. INSTALLATION PER MANUFACTURER'S REQUIREMENTS.

2. CONTRACTOR MUST PROVIDE TWO FULL BODY HARNESSES EQUIPPED WITH D-RINGS AT FRONT, BACK, ANDBOTH SIDES. HARNESS MUST BE FULLY COMPATIBLE FOR USE WITH SAFETY CLIMBING DEVICE.

3. CONTRACTOR MUST PROVIDE TWO 6' (1829mm) SHOCK ABSORBING LANYARDS, NYLON/DACRONCONSTRUCTION.

4. CLIMBING DEVICE MUST MEET LATEST OSHA AND ANSI STANDARDS.

REFERENCEFIGURE: 72

CAD FILE: 6_5_(Figure_72)_L_806_Windcone_Assembly_(Frangible).dwgSEE NOTES TO DESIGNER FILE: 6_5 (Figure 72)-NTD.PDF

L-810 OBSTRUCTION LIGHT

BASEPLATE AND GASKET

L-867 BASE

FRANGIBLE COUPLING

FLOODLIGHT (TYP)

RIGID MAST SIZED BY MANUFACTURER

LAMP,OBSTRUCTIONLIGHT116 WATTS

120 VACOR

240 VAC

FLOODLIGHTS,QUANTITY AND WATTAGEPER MANUFACTURER

WIRING DIAGRAM

SCALE: NTS

L-806 WINDCONE ASSEMBLY (FRANGIBLE)

STANDARD ILLUMINATED FRANGIBLE1'-6" (457mm) WIND CONE ASSEMBLY

REFERENCEFIGURE: 73

CAD FILE: 6_6_(Figure_73)_L_807_Windcone_Assembly_(Rigid_Installation).dwgSEE NOTES TO DESIGNER FILE: 6_6 (Figure 73)-NTD.PDF

L-810 OBSTRUCTION LIGHTFLOODLIGHT (TYP)

LOCKNUT

HANDHOLE

WIRING DIAGRAM

LAMP,OBSTRUCTION LIGHT116 WATTS

FLOODLIGHTS,QUANTITY AND WATTAGEPER MANUFACTURER

POSITION OF HINGED POLELOWERED FOR SERVICING

BASE DIMENSIONS

FOUNDATION DETAIL

STANDARD ILLUMINATEDWIND CONE POLE ASSEMBLY

NOTE:HINGE POINT MAY BE IN MIDDLE,AS SHOWN, OR AT BASE

11" Ø (279mm)BOLT CIRCLE

1'-0

"(30

0mm

)

11" Ø (279mm)BOLT CIRCLE

CAST-IN-PLACECONCRETE BASE

1" Ø (27mm) PVC5'-0" (1500mm) MINIMUMMUST BE 6" (150mm)BELOW FROST LINEREINFORCEMENT PERDESIGN ENGINEER

4" (100mm)

ANCHOR BOLT4 PLACES

LOWERING ROPE

ADJUSTABLECOUNTER WEIGHTS

1'-0" (300mm)SQUARE MINIMUM

SCALE: NTS

L-807 WINDCONE ASSEMBLY (RIGID INSTALLATION)

120 VAC OR240 VAC

REFERENCEFIGURE: 74

CAD FILE: 6_7_(Figure_74)_Junction_Can_Plaza_ Type_A_(Air_Force_Only).dwgSEE NOTES TO DESIGNER FILE: 6_7 (Figure 74)-NTD.PDF

1'-8" (500mm)(TYP)

1'-6" (450mm)(TYP)

1'-8" (500mm)(TYP)

DRAIN CONDUIT(NOTE 8)

NOTES 6 AND 7

#6 (16mm²) COUNTERPOISE WITHEXOTHERMIC CONNECTION ASREQUIRED

#6 (16mm²)COUNTERPOISE(TYP)

CIRCUIT IDMARKER (TYP)

NOTES 6 AND 7

GROUND ROD3/4" X 10'-0"(20mm X 3M)(TYP)

1'-8

"(50

0mm

)(T

YP)

1'-0

"(30

0mm

)(T

YP)

2'-0" (600mm)(TYP)

1'-0" (300mm)(TYP)

6"(1

50m

m)

(TY

P)

A74

3/8 ("10mm) COVER PLATE AND NEOPRENE GASKET

REINFORCING

2" (53mm) PVC MALE ADAPTER (TYP)

2" (53mm) SCH 40 PVC CONDUIT (TYP)

L-867D, 1'-4" Ø X 2'-0" DP(406mm X 610mm)

CONCRETE

EXTERNAL GROUNDLUG CONNECTION

#6 (16mm²) COUNTERPOISE

2'-0

"(60

0mm

)

(TY

P)

6"(1

50m

m)

11/

2"(3

8mm

)

1"(2

5mm

)M

AX

SCALE: NTS

JUNCTION CAN PLAZA, TYPE A (AIR FORCE ONLY)

PLAN

A74 SCALE: NTS

SECTION

NOTES FILE: 6_7_(Figure_74)_Junction_Can_Plaza_ Type_A_(Air_Force_Only).dwg

DRAWING NOTES - FIGURE 74:1. NUMBER OF JUNCTION CANS AND CONDUIT CONFIGURATIONS VARY. SEE LAYOUT PLAN SHEETS FOR

ORIENTATION.

2. CONDUITS WHICH ARE NOT USED IN THE PROJECT MUST BE CAPPED 12" (300mm) OUTSIDE OF PLAZA CONCRETE.

3. ORIENT PLAZA AS INDICATED ON LAYOUT PLAN SHEETS.

4. CONTRACTOR MUST PROVIDE A 2" (50mm) DIA DOMED BRONZE MARKER AT EACH JUNCTION CAN AS INDICATED.MARKER MUST BE STAMPED WITH CIRCUIT IDENTIFICATION AS INDICATED ON LAYOUT PLAN SHEETS.

5. INSTALL GROUND RODS AND GROUND LOOP AT ALL JUNCTION CAN PLAZAS AS INDICATED. TWO GROUND RODSPER PLAZA LOCATED AT OPPOSITE CORNERS MUST BE PROVIDED. COUNTERPOISE MUST BE LOCATEDNOMINALLY 12" (300mm) BELOW EXISTING GRADE.

6. CONTRACTOR MUST LABEL 2 ENDS OF EACH JUNCTION CAN PLAZA (JCP) BY IMPRESSING THE JCPIDENTIFICATION NUMBER INTO THE CONCRETE FOUNDATION DURING PLACEMENT. LETTERS AND NUMBERSMUST BE 4" (100mm) IN HEIGHT, PROPORTIONAL IN WIDTH, AND HAVE A STROKE WIDTH OF 1/2" (13mm) AND 1/4"(6mm) DEPTH.

7. SEE LAYOUT PLAN SHEETS FOR JCP IDENTIFICATION NUMBERS.

8. DRAIN CONDUITS MUST BE PROVIDED WHERE INDICATED ON THE LIGHTING AND SIGNAGE LAYOUT SHEETS. SEEFIGURE 76 FOR CONNECTION TO JUNCTION CANS.

REFERENCEFIGURE: 75

CAD FILE: 6_8_(Figure_75)_Junction_Can_Plaza_ Type_B.dwgSEE NOTES TO DESIGNER FILE: 6_8 (Figure 75)-NTD.PDF

1'-8" (500mm)(TYP)

1'-6" (450mm)(TYP)

1'-8

"(50

0mm

)(T

YP)

1'-0

"(30

0mm

)(T

YP)

A75

NOTES 6 AND & 7(TYP)

DRAIN CONDUIT(NOTE 8)

2'-0" (600mm)(TYP)

CIRCUIT ID MARKER (TYP)

GROUND ROD3/4" X 10'-0"(20mm X 3M)(TYP)

#6 (16mm²)COUNTERPOISE(TYP)

#6 (16mm²) COUNTERPOISEWITH EXOTHERMICCONNECTION AS REQUIRED

6" (150mm)(TYP)

L-867D, 1'-4" Ø X 2'-0" DP(406mm Ø X 610mm)

CONCRETE

2'-0

"(60

0mm

)

(TY

P)

6"(1

50m

m)

11/

2"(3

8mm

)

2" (53mm) PVC MALE ADAPTER (TYP)

2" (53mm) SCH 40 PVC CONDUIT (TYP)

GROUND CONNECTION3/8 ("10mm) COVER PLATE AND NEOPRENE GASKET

1"(2

5mm

)M

AX

FINISHED GRADE

#6 (16mm²) COUNTERPOISE

21/

2"(6

3mm

)

PLAN

SCALE: NTS

JUNCTION CAN PLAZA, TYPE B

REINFORCING

SCALE: NTS

SECTIONA75

NOTES FILE: 6_8_(Figure_75)_Junction_Can_Plaza_ Type_B.dwg

DRAWING NOTES - FIGURE 75:1. NUMBER OF JUNCTION CANS AND CONDUIT CONFIGURATIONS VARY. SEE LAYOUT PLAN SHEETS FOR

ORIENTATION.

2. CONDUITS WHICH ARE NOT USED IN THE PROJECT MUST BE CAPPED 12" (300mm) OUTSIDE OF PLAZACONCRETE.

3. ORIENT PLAZA AS INDICATED ON LAYOUT PLAN SHEETS.

4. CONTRACTOR MUST PROVIDE A 2" (50mm) DIAMETER DOMED BRONZE MARKER AT EACH JUNCTION CAN ASINDICATED. MARKER MUST BE STAMPED WITH CIRCUIT IDENTIFICATION AS INDICATED ON LAYOUT PLANSHEETS.

5. INSTALL GROUND RODS AND GROUND LOOP AT ALL JUNCTION CAN PLAZAS AS INDICATED. TWO GROUNDRODS PER PLAZA LOCATED AT OPPOSITE CORNERS MUST BE PROVIDED. COUNTERPOISE MUST BELOCATED NOMINALLY 12" (300mm) BELOW EXISTING GRADE.

6. CONTRACTOR MUST LABEL 2 ENDS OF EACH JUNCTION CAN PLAZA (JCP) BY IMPRESSING THE JCPIDENTIFICATION NUMBER INTO THE CONCRETE FOUNDATION DURING PLACEMENT. LETTERS AND NUMBERSMUST BE 4" (100mm) IN HEIGHT, PROPORTIONAL IN WIDTH, AND HAVE A STROKE WIDTH OF 1/2" (13mm) AND1/4" (6mm) DEPTH.

7. SEE LAYOUT PLAN SHEETS FOR JCP IDENTIFICATION NUMBERS.

8. PROVIDE DRAIN CONDUITS WHERE INDICATED ON THE LIGHTING AND SIGNAGE LAYOUT SHEETS. SEEFIGURE 76 FOR CONNECTION TO JUNCTION CANS.

REFERENCEFIGURE: 76

CAD FILE: 6_9_(Figure_76)_Drains_For_Junction_Cans_(Air_Force_Only).dwgSEE NOTES TO DESIGNER FILE: 6_9 (Figure 76)-NTD.PDF

2" (53mm) SCH 40 PVC TEE OR 90

2" (53mm) SCH 40 PVC DRAIN (TYP)

2" TO 1 1/2" (53mm TO 41mm)REDUCING BUSHING

LIGHTBASE OR JUNCTION CAN (TYP)

SCALE: NTS

DRAINS FOR JUNCTION CANS (AIR FORCE ONLY)

NOTES FILE: 6_9_(Figure_76)_Drains_For_Junction_Cans_(Air_Force_Only).dwg

DRAWING NOTES - FIGURE 76:1. SEE LAYOUT PLAN SHEETS FOR LOCATION OF DRAIN CONDUITS.

2. SLOPE DRAIN CONDUITS 1/8" PER FOOT (3mm PER 300mm) MINIMUM TOWARD DRAINAGE STRUCTURES.

3. PENETRATE INLET/MANHOLE WITH DRAIN CONDUIT ABOVE STORM SEWER PIPES WHERE POSSIBLE WHILEMAINTAINING SLOPE REQUIREMENT.

4. SEAL ENTRY AROUND DRAIN CONDUIT AT THE INLET/MANHOLE WITH COMPATIBLE NON-SHRINK GROUT.

TOP SECTIONOF MANHOLE

1'-0" X 6" X 1/4" (300mm X150mm X 6mm) (MIN) SEE'GROUND BUS DETAIL'

MINIMUM #6 (16mm²)BARE STRANDED GROUND FOR CONSTANTVOLTAGE CIRCUITS

#4 (25mm²) BARESTRANDED GROUND

3/4" X 10'-0" (20mm X 3m)GROUND ROD

BOTTOM SECTIONOF MANHOLE

TO METALLICCABLE RACK

SEAL GROUND RODOPENING P-605

FACTORY INSTALLED GROUNDLUG ON COVER FRAME


CAD FILE: 6_13_(Figure_80A)_Grounding_Detail_For_Airfield_Liighting_Manhole.dwgSEE NOTES TO DESIGNER FILE: 6_13 (Figure 80A)-NTD.PDF

SCALE: NTS

GROUNDING DETAIL FOR AIRFIELD LIGHTING MANHOLE1

#4 (25mm²) BARE STRANDED GROUNDTO MANHOLE COVER FRAME

1'-0

"(3

00m

m)

6"(150mm)

#4 (25mm²) BARESTRANDED GROUND(TO COVER FRAME)

1'-0" X 6" X 1/4" (300mm X 150mmX 6mm) MIN GROUND BUS

#6 (16mm²) TW,GREEN GROUND(TO CONDUIT)

OFFSET INSULATOR MOUNT

#4 (25mm²) BARE STRANDEDGROUND (TO GROUND ROD)

INSIDE MANHOLE WALL

1/2" (13mm)MIN

GROUND BUS DETAIL

NOTE 1

NOTES FILE: 6_13_(Figure_80A)_Grounding_Detail_For_Airfield_Liighting_Manhole.dwg

DRAWING NOTES - FIGURE 80A:1. ALL CONDUITS THAT CONTAIN COPPER CABLES FOR CONSTANT VOLTAGE CIRCUITS MUST BE EQUIPPED WITH

A MINIMUM #6 (16 SQUARE mm), TW GREEN GROUND WIRE. ALL CONDUITS THAT ARE EMPTY MUST NOTCONTAIN A GROUND WIRE.

2. GROUND ALL METALLIC PARTS OF THE MANHOLE WITH A #4 (25 SQUARE mm) BARE STRANDED GROUND WIRE.

3. THE CONTRACTOR MUST INSTALL A 200 LB POLYPROPYLENE PULL ROPE/STRING IN EACH DUCT AND CONDUITINSTALLED AND PLUG OR CAP THE DUCT. THE ROPE MUST BE SECURELY ATTACHED TO THE PULL IRON INEACH MANHOLE, OR A STAKE WHERE THE DUCT TERMINATES UNDERGROUND.

4. ALL MANHOLES MUST BE INSTALLED AS INDICATED ON THE PLANS. COORDINATE FINAL LOCATION WITHGRADING AND DRAINAGE PLANS. WHEN EXTENDING EXISTING DUCT TO NEW MANHOLE, PUT MANHOLE IN LINEWITH EXISTING DUCT WHEN POSSIBLE. MANHOLES MUST NOT BE INSTALLED IN DITCHES, DRAINAGE SWALESOR WHERE WATER WILL POND ON TOP OF THE MANHOLE.

5. ALL PVC CONDUIT AND FITTINGS MUST BE SCHEDULE 40 AND MUST BE U.L. LISTED.

6. PVC PLUGS MUST BE INSTALLED IN EACH EMPTY SLEEVE AND DUCT.

7. PROVIDE PULLING IRONS ON ALL WALLS OPPOSITE CONDUIT ENTRY POINTS.

8. ALL WALL REINFORCEMENT (LOOP AND VERTICAL) AFFECTED BY DUCTWORK MUST BE RELOCATED ON EITHERSIDE OF THE DUCT AND DETAILED IN THE SUBMITTAL.

9. THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS SHOWING ALL REINFORCING STEEL AND OTHERCONSTRUCTION DETAILS (SHIP-LAP JOINT, ETC.) PRIOR TO FABRICATION.

10. EACH DUCT CROSSING UNDER PAVEMENT MUST BE LOCATED AND DIMENSIONED ON THE RECORD DRAWINGS,ACCURATE TO 0.5' (150mm). THE ENTRANCE AND EXIT FROM UNDER THE PAVEMENT MUST BE MARKED WITH ANEMBEDDED ID MARKER AND STAMPED WITH THE DUCT BANK NUMBER.

1'-2" (350mm) HORIZONTALMEMBER

LAY CABLES FLAT ON RACK ANDTIE EACH CABLE TO RACK WITHNYLON TIE. INSTALL ADDITIONALCABLE TAG AT CENTER POINT OFMANHOLE WALL

STAINLESS STEELEXPANSION ANCHORSPER MANUFACTURES'RECOMMENDATIONS

INSIDE WALL OF MANHOLE


CAD FILE: 6_13_(Figure_80B)_Cable_Rack_Option_Detail.dwgSEE NOTES TO DESIGNER FILE: 6_13 (Figure 80B)-NTD.PDFF

SCALE: NTS

CABLE RACK OPTION DETAIL2

3'-0

"

(0.9

M)

1"(2

5mm

)

NOTE 1

8"(2

00m

m)

(TY

P)

2"(5

0mm

)(T

YP)

NOTES FILE: 6_13_(Figure_80B)_Cable_Rack_Option_Detail.dwg

DRAWING NOTES - FIGURE 80B:1. THE CABLE RACKING SYSTEM MUST BE RATED FOR 300 LBS. CABLE RACKS MUST BE PLACED ON ALL MANHOLE

WALLS WHETHER CURRENTLY USED OR NOT. CABLES MUST BE TIED TO RACKS USING CABLE TIES.

2. GROUND ALL METALLIC PARTS OF THE MANHOLE WITH A #4 BARE STRANDED GROUND WIRE.

WELD ALLAROUND

INSTALL FLUSH +0,-1/16" (1.6mm)


CAD FILE: 6_13_(Figure_80C)_Brass_Survey_Marker_Detail.dwgSEE NOTES TO DESIGNER FILE: 6_13 (Figure 80C)-NTD.PDFF

SCALE: NTS

BRASS SURVEY MARKER DETAIL3

3/8"

(10m

m)

TEXT

(TYP

)

1/2"

(13m

m)

(TY

P)

1/2"(13mm)

2" Ø(50mm)

21/

8"(5

4mm

)

MIN

2"

(50m

m)

3/8"(10mm) 1/

4"(6

mm

)

1/2"

(13m

m) 1/

4"(6

mm

)3/

4"(2

0mm

)

1/8"

(3m

m)

ID TEXT (TYPICAL)

PLAN

COMPLETE UNITYELLOW BRASS

FINISHEDSURFACE

SECTION A

SECTIONSCALE: NTS

A80C

NOTES FILE: 6_13_(Figure_80C)_Brass_Survey_Marker_Detail.dwg

DRAWING NOTES - FIGURE 80C:1. PROVIDE A BRASS SURVEY MARKER WITH ID TEXT STAMPED INTO IT FOR EACH AIRFIELD LIGHTING MANHOLE.

A EB FC GD HI J

AEBFCGDHIJ

AB

AEB

FC

D

A-2" – R05GL-21B-2" – R05DM-18C-2" – 05SSALR-17D-2" – 05ALSF-16E-2" – 05ALSF-15F-2" – 05ALSF-14G-2" – 05ALSF-13H-2" – ILS-7I-4" – SPAREJ-4" – SPARE

A-2" – R05GL-21B-2" – R05DM-18C-2" – 05SSALR-17D-2" – 05ALSF-16E-2" – 05ALSF-15F-2" – 05ALSF-14G-2" – 05ALSF-13H-2" – ILS-7I-4" – SPAREJ-4" – SPARE

A-2" – R05GL-21B-2" – R05E-1C-2" – 05SSALR-17D-2" – 05ALSF-16E-2" – 05ALSF-15F-2" – 05ALSF-14G-2" – 05ALSF-13H-2" – ILS-7I-4" – SPAREJ-4" – SPARE

A-2" – R05GL-21B-2" – 05SSALR-17C-2" – 05ALSF-16D-2" – 05ALSF-15E-2" – 05ALSF-14F-2" – 05ALSF-13

A-4" – SPAREB-4" – ILS-7

WEST

EAST

WEST

SOUTH

WEST EAST

WEST EAST

SOUTH

NORTH

NORTH

DENOTES CIRCUITMARKING ON CABLESROUTED THROUGHDUCT

DENOTESMANHOLEIDENTIFICATIONNUMBER (TYP)

FIGURE: 80DREFERENCE

CAD FILE: 6_14_(Figure_80D)_Manhole_P_A_027_And_P_A_028_Butterfly_Diagrams.dwgSEE NOTES TO DESIGNER FILE: 6_14 (Figure 80I-A)-NTD.PDF

SOUTH

AEBFCGDHIJ

EAST

MANHOLE P-A-028 5'-0" (1.5M) X 5'-0" (1.5M)

C-2" – RO5E-1

C

SCALE: NTS

SCALE: NTS

MANHOLE P-A-027 5'-0" (1.5M) X 5'-0" (1.5M)

MA

RK

ING

SC

IRC

UIT

DE

SC

RIP

TIO

NM

AN

HO

LEA

ND

DU

CT

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P-A

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SEE

SHE

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(NO

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-316

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WE

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3)

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(NO

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GG

F(N

OTE

4)G

DEN

OTE

SM

ANH

OLE

IDE

NTI

FIC

ATIO

NN

UM

BER

(TYP

).


CAD FILE: 6_14_(Figure_80E)_Manhole_And_Duct_Identifier_Schedule.dwgSEE NOTES TO DESIGNER FILE: 6_14 (Figure 80D-B)-NTD.PDF

NO

TES:

1.D

ENO

TES

CO

NTR

ACT

DR

AWIN

GW

HER

EFO

LDO

UT

DIA

GR

AM

ISS

HO

WN

(TYP

).2.

DEN

OTE

SW

ALL

(NO

RTH

,SO

UTH

,EAS

T,W

EST)

THA

TD

UC

TSC

ON

TAIN

ING

IND

ICAT

EDC

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3.D

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ION

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GIN

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ATED

CIR

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NG

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IRC

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DES

IGN

ATI

ON

(TYP

).5.

P-T-046

C-T-046

ALSF-P-A-039

ALSF-P-A-040

ALSF-P-A-041

ALSF-P-A-042 ALSF-P-A-043 ALSF-P-T-044 ALSF-P-T-045ALSF-P-T-046

P-T-047

C-T-047

STRB-T-025

STRB-T-026

STRB-T-027

STRB-A-028

STRB-A-029

STRB-A-030 STRB-T-031 STRB-T-032 STRB-T-033

STRB-T-034

-14+5

0

-14+0

0

-13+0

0

-12+0

0

-11+0

0

-10+00-9+00

XXXXXXXXXXXX

XXXXXXX

35+0

0

36+0

0

37+0

0

38+0

0

39+0

0

40+0

0

41+0

0

42+0

0

43+0

0

44+0

0

-9+0

0

-10+

00

-11+

00

-12+

00

-13+

00

-14+

00

-15+

00

-16+

00

1'-6" (450mm)WHITETHERMOPLASTICSTOP BAR

1'-6" (457mm) WHITETHERMOPLASTIC STOP BAR

12-4 SIGNALCABLE

FLASHER #1 - MASTERINSTALL NEW SIGNAL AT STATION-12+63.13, 260'-0" RIGHT OF RUNWAY5-23 CENTERLINE (FIGURE 84D)

FENCEFLASHER #2 - SLAVEINSTALL NEW SIGNAL AT STATION -10+83.84, 260'-0" (81M) LEFT OFRUNWAY 5-23 CENTERLINE (FIGURE 84D)

RUNWAYOVERRUN

POWER TO TRAFFIC LIGHT

FOCA-4

SIGNAL CONTROLLER AND CABINET

RO

ADW

AY

APPROACH LIGHT SYSTEM


CAD FILE: 6_16_(Figure_84A)_Plan_View_Of_Traffic_Sign_Signal_Installation.dwgSEE NOTES TO DESIGNER FILE: 6_16 (Figure 84A)-NTD.PDF

FENCE

40'-0

"(1

2M)

40'-0

"(1

2M)

T

PC

RUNWAY SAFETYAREA BOUNDARY

12-4 SIGNALCABLE

PLAN VIEW OF TRAFFIC

SCALE: NTS

SIGN/SIGNAL INSTALLATION


CAD FILE: 6_16_(Figure_84B)_Roadway_Sign_Detail.dwgSEE NOTES TO DESIGNER FILE: 6_16 (Figure 84B)-NTD.PDF

SC

ALE:

NTS

RO

AD

WAY

SIG

ND

ETA

IL1

LETT

ER

POSI

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ER

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ING

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TOST

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OF

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11.4

2.7

3.1

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2.6

1.4

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0.6

11.4

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IN

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92.

12.

33

1.9

1.7

2.3

1.1

2.3

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10.8

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RC

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2.3

1.1

2.1

2.3

22.

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6.1

2.6

2.5

3.2

2.2

33.

22.

23

2.9

2.7

2.2

6.1

CO

NT

AC

TA

IR

9.8

2.2

2.4

2.1

1.7

2.3

21.

53

2.3

1.1

1.7

9.8

TR

AF

FI

CC

ON

TR

OL

5.7

21.

92.

31.

91.

92a

11.

73

2.2

2.4

2.1

1.9

2.1

2.4

1.5

5.7

SER

IES/

SIZE

TEXT

LEN

GTH

19.2

C20

00

20.3

C20

00

15.4

C20

00

29.8

C20

00

22.4

C20

00

30.5

C20

00

NO

TES:

1.LE

GEN

DAN

DBO

RD

ERS

HA

LLB

ED

IREC

TA

PPLI

EDB

LAC

K,N

ON

-RE

FLEC

TIVE

SHEE

TIN

G.

2.B

ACKG

RO

UN

DSH

ALL

BER

EGU

LAR

GR

ADE

REF

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TIV

ESH

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.3.

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PAN

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ADE

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ING

.

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KGR

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ND

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LOR

:W

HIT

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SIG

NW

IDTH

:3'

-6"

HEI

GH

T:3'

-6"

TOTA

LA

REA

:12

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FT

QU

AN

TITY

:2

TYPE

:D

BO

RD

ER

TYPE

:R

ECES

SED

REC

ESS

:0.

5"W

IDTH

:1"

RAD

II:3"

NO

.ZB

ARS:

**LE

NG

TH:

**

SIG

NN

UM

BER

:S

IGN

AL

SIG

N MAT

ERIA

L:0.

080"

(2.0

mm

)ALU

MIN

UM

CO

PY

CO

LOR

:B

LAC

K

SYM

BOL

XY

WID

HT

DES

IGN

BY:

CH

EC

KED

BY:

PR

OJE

CT

ID:

DAT

E:

SPA

CIN

GFA

CTO

RIS

1U

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SS

SPEC

IFIE

DO

THER

WIS

E

YEL

LOW

BAC

KGR

OU

ND

WH

ITE

BAC

KGR

OU

ND

3'-6"

23.3" 4"C 14.7"

5.75

"30

.5"

5.75

"

3'-6

"

3.5" 3.8"

4"C

2.7"3"C

2.3"3"C

2.2"0.5"

3"C2.3"

3"C

2.7"

4"C

2"

23.3"

4"C

14.7"

BO

RD

ERR

=3"

TH=

1"IN

=0.

5"


CAD FILE: 6_16_(Figure_84C)_Pedestal_Foundation_Details.dwgSEE NOTES TO DESIGNER FILE: 6_16 (Figure 84C)-NTD.PDF

SCALE: NTS

PEDESTAL FOUNDATION - TOP VIEW2

SCALE: NTS

PEDESTAL FOUNDATION IN EARTH3

3/4" x 10'-0" (20mm X 3M) COPPER CLADSTEEL GROUNDING ELECTRODE WITHEXOTHERMIC WELDING CONNECTION

CONDUIT AS REQUIRED

1" (27mm) SCH 40 PVCCONDUIT (TYP)

1" (25mm) CHAMFER4'

-0"

(1.2

M)

1'-0"(300mm)

ANCHOR BOLT (TYP)

HEAVY HEX NUT (TYP)

FLAT WASHER TOPAND BOTTOM (TYP)

2 HEAVY HEX NUTS WITHFLAT WASHER (TYP)

LEVELING NUT (TYP)

2'-0

"Ø

(0.6

M)

PEDESTAL BASE

BOLT CIRCLE ASREQUIRED

CONDUIT AS REQUIRED6-#6 (#19) VERTICAL REINFORCING(V BARS) @ EQUAL SPACING

STIRRUPS OR HELICALEQUIVALENT

ANCHOR BOLT (TYP)

90.0

0°

3" (75mm)

CLEAR (TYP)

2'-0

"(0

.6M

)M

IN

2'-6

"

(0.7

5M)

NOTES FILE: 6_16_(Figure_84C)_Pedestal_Foundation_Details.dwg

DRAWING NOTES - FIGURE 84C:1. INSTALL SIGNAL CONTROLLER WITH 8-POSITION M49 CABINET.

2. INTEGRATE SIGNAL CONTROLLER AND CABINET INTO PROPOSED FIBER OPTIC SYSTEM WITH SINGLE MODEDATA TRANSCEIVER AND INTERCONNECT CENTER COMPATIBLE WITH OTHER FIBER OPTIC EQUIPMENTPROVIDED.

3. SIGNAL RESTS IN “DARK” MODE. AIR TRAFFIC CONTROL WILL ACTIVATE SIGNAL. UPON ACTIVATION, DISPLAY AFLASHING YELLOW SIGNAL INDICATION, FOR 5.0 SECONDS, FOLLOWED BY A 5.0 SECOND SOLID YELLOWCHANGE INTERVAL. FOLLOW CHANGE INTERVAL WITH TWO ALTERNATING RED SIGNALS (I.E. WIG-WAG). AIRTRAFFIC CONTROL WILL TERMINATE FLASHING RED. UPON TERMINATION OF RED SIGNAL WILL REVERT TO“DARK” MODE.


CAD FILE: 6_16_(Figure_84D)_Roadway_Signal_Assembly_Detail.dwgSEE NOTES TO DESIGNER FILE: 6_16 (Figure 84D)-NTD.PDF

SIGNAL CONTROLLERPOLE-MOUNTEDWITH CABINET

8-POSITION M49CABINET (ONLYAT FLASHER #1)

12-4 CABLE TO FLASHER #2

SHOE-TYPE ORTRANSFORMER-TYPEPEDESTAL BASE

PEDESTAL FOUNDATION(FIGURE 84C)

SIGN DESIGN;(FIGURE 84B)

PEDESTAL POLE

3-SECTION SIGNAL HEAD PAINTEDYELLOW WITH 2-1'-0" (300mm) REDAND 1-YELLOW LED SECTIONS

FOCA-4 TO MANHOLE C-T-046,AND POWER IN FROM SHELTER

SLIP FITTER ASSEMBLY FOR MOUNTINGSIGNAL HEAD ON TOP OF POST

4'-0

"

(1.2

M)

3"(7

5mm

)(T

YP)

HIGH POINT OF PAVEMENT 3/16

"

10'-0

"

(3M

)

3'-6

"

(1.0

5M)

3'-6

"

(1.0

5M)

2'-6

"

(0.7

5M)

8'-0"

(2.4M)

EDGEOF LANE

SCALE: NTS

ROADWAY SIGNAL ASSEMBLY DETAIL4

6"(1

50m

m)

MAX (TYP)

HELIPAD PERIMETER LIGHT,YELLOW (TYP), NOTE 1

HELIPAD MARKING,NOTE 2EDGE OF PAVEMENT

CAD FILE: 7_1_(Figure_85)_Helipad_Perimeter_Lighting.dwgSEE NOTES TO DESIGNER FILE: 7_1 (Figure 85)-NTD.PDF

REFERENCEFIGURE: 85

4 EQUAL SPACES4

EQ

UAL

SPA

CES

7'-6" (2.25M)

PPPPP

P

P

P

P P P P P

P

P

P

HELIPAD PERIMETER LIGHTINGSCALE: NTS

NOTES FILE: 7_1_(Figure_85)_Helipad_Perimeter_Lighting.dwg

DRAWING NOTES - FIGURE 85:1. ELEVATED LIGHTS MUST BE BASE MOUNTED FAA TYPE L-861. IN-PAVEMENT LIGHTS MUST BE BASE MOUNTED

FAA TYPE L-852E.

2. MARKINGS BASED ON 100' (30M) X 100' (30M) HELIPAD. FOR OTHER PADS, MARKINGS WILL APPEAR DIFFERENT.

CAD FILE: 7_2_(Figure_86)_Hospital_Helipad_Perimeter_Lighting.dwgSEE NOTES TO DESIGNER FILE: 7_2 (Figure 85)-NTD.PDF

REFERENCEFIGURE: 86

MAX (TYP)

4 EQUAL SPACES

4E

QU

ALS

PAC

ES7'-6" (2.25M)

25'-0" (7.5M)

HELIPAD MARKING,NOTE 2


EDGE OFPAVEMENT

(TYP)

HELIPAD PERIMETER LIGHT,GREEN (TYP), NOTE 2

PPP

P

P

P

P

PP

P

P

P P P P

P

P

HOSPITAL HELIPAD PERIMETER LIGHTING

LEGEND

PERIMETER LIGHTS - YELLOW

WING LIGHTS/MIDDLE FITTINGS - GREEN

P

P

P

P P

SCALE: NTS

NOTES FILE: 7_2_(Figure_86)_Hospital_Helipad_Perimeter_Lighting.dwg

DRAWING NOTES - FIGURE 86:1. ELEVATED LIGHTS MUST BE BASE MOUNTED FAA TYPE L-861. IN-PAVEMENT LIGHTS MUST BE BASE

MOUNTED FAA TYPE L-852E.

2. MARKINGS BASED ON 100' (30M) X 100' (30M) HELIPAD. FOR OTHER PADS, MARKINGS WILL APPEARDIFFERENT.

LANDING DIRECTION LIGHTS,YELLOW FAA TYPE L-861(NOTE 2)

CAD FILE: 7_3_(Figure_87)_Helipad_Landing_Direction_Lights.dwgSEE NOTES TO DESIGNER FILE: 7_3 (Figure 87)-NTD.PDF

REFERENCEFIGURE: 87

CL HELIPAD

25'-0

"(7

.5M

)(N

OTE

1)5

EQ

UAL

SPA

CES

@15

'-0"(

4.5M

)EAC

H


PPPPP

P

P

P

P P P P P

P

P

P

P

P

P

P

P

P

HELIPAD LANDING DIRECTION LIGHTSSCALE: NTS

NOTES FILE: 7_3_(Figure_87)_Helipad_Landing_Direction_Lights.dwg

DRAWING NOTES - FIGURE 87:1. LANDING DIRECTION LIGHT CONFIGURATION FOR HOSPITAL HELIPAD MUST START 25' (7.5M) FROM THE

OUTER PERIMETER LIGHT.

2. IN-PAVEMENT FIXTURES MUST BE USED IN AREAS OF VEHICLE TRAFFIC AND MUST BE FAA TYPE L-852E.

CAD FILE: 7_4_(Figure_88)_Helipad_Approach_Direction_Lights.dwgSEE NOTES TO DESIGNER FILE: 7_4 (Figure 88)-NTD.PDF

REFERENCEFIGURE: 88

APPROACH DIRECTION LIGHTS,WHITE FAA TYPE FAA-E-982,PAR56, 200W (FAA TYPE L-852E)WHERE REQUIRED TO BEIN-PAVEMENT

25'-0

"(7

.5M

)4

EQ

UAL

SPA

CES

@50

'-0"(

15M

)EAC

H

5'-0" (1.5M)(TYP, EA SIDE)

CL HELIPAD

LANDING DIRECTION LIGHTS,YELLOW FAA TYPE L-861(FAA TYPE L-852E) WHEREREQUIRED TO BE IN-PAVEMENT


P

P P P P P

P

P

P

P

P

PP

P P

PP

PP

PP

HELIPAD APPROACH DIRECTION LIGHTSSCALE: NTS

PIL

OT

REL

AYP

ANEL

(PR

P)

#8,5KVSERIES

SER

IES

CIR

CU

ITR

EG

ULA

TOR

(REG

)6.

6A-S

IZE

AS

RE

QU

IRED

,3

BR

IGH

TNES

SST

EPS.

FAA

L-82

8

TER

MIN

AL

ATO

RIG

INO

FW

IRE

EQ

UIP

ME

NT

ATD

ESTI

NA

TIO

NO

FW

IRE

TER

MIN

AL

ATD

ESTI

NA

TIO

NO

FW

IRE

CIRCUITC1PERIMETER

#12CONTROLCONDUCTORS

AB

CD

EF

A-TRP-1B-TRP-2C-TRP-3D-TRP-4E-TRP-5F-TRP-6

REFERENCEFIGURE: 89

CAD FILE: 7_5_(Figure_89)_Helipad_Lighting_And_Wiring_Control_Schematic_Diagram.dwgSEE NOTES TO DESIGNER FILE: 7_5 (Figure 89)-NTD.PDF

X1X2

R1R

2

1 2L1 LN

LIG

HTN

ING

AR

RES

TOR

S3K

V(T

YP)

PLU

GC

UTO

UT

(TYP

)

CIRCUITC2LANDING

1 2

CIRCUITC2APPROACH

1 2

L1 N

C1-

PRP-

E3C

2-PR

P-F3

C3-

PRP-

G3

C1

C2

C3

FAA

TYP

EL-

847

CIR

CU

ITS

ELEC

TOR

SWIT

CH

(CS

S)3

CIR

CU

IT

A1 A2 B1 B2 C1

C2 D1

D2 E1 E2 F1 F2

120V

(L1)

G1

G2

H1

H2 J1 J2

A3 A4 B3 B4 C3

C4

D3

D4

E3 E4 F3 F4 G3

G4

H3

H4 J3 J4

A3-

RE

G-C

B3-

RE

G-B

1

C3-

RE

G-B

2

D3-

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G-B

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S-C

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G

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#8,5

KVS

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GH

TIN

GC

ABLE

S(T

YP)

LIGHTINGCABLES

LN

B1 B2 B3 B4 B5 C LN

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B3

H1

H2

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C3

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LTC

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C-T

RP

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HEL

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ON

-OFF

SW

ITC

H

120V

CO

NTR

OL

POW

ER

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A

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IMET

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LAN

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APP

RO

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#12

(4m

m2 )C

ON

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LC

ON

DU

CTO

RS

TRA

NS

FER

RE

LAY

PAN

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RP)

1A-T

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P-B1

3A-T

CP-

B24A

-TC

P-B3

5A-T

CP-

HPP

6A-T

CP-

HPL

1A 2A 3A 4A 5A 6A 7A 8A

1B 2B 3B 4B 5B 6B 7B 8B

1B-V

CP-

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-VC

P-B1

3B-V

CP-

B24B

-VC

P-B3

5B-T

CP-

HPP

6B-V

CP-

HPL

12

34

56

78

CLN

1-PRP-A2-PRP-B3-PRP-C4-PRP-D5-PRP-E6-PRP-F7-PRP-G

TOC

ON

TRO

LTR

ANSF

ERS

WIT

CH

7B-V

CP-

HPA

6A-T

CP-

HPL

TOW

ERC

ON

TRO

LP

ANEL

(TC

P)

BR

IGH

TNES

SS

WIT

CH

B3B2

HPL

-TR

P-6

AH

PP-T

RP

-5A

B3-

TRP-

4A

B2-

TRP-

3A

B1-

TRP-

2A

C-T

RP

-1A

B1

HEL

IPAD

ON

-OFF

SW

ITC

H

120V

CO

NTR

OL

POW

ER

HPA

-TR

P-6

A

PER

IMET

ER

LAN

DIN

G

APP

RO

ACH

#12

CO

NTR

OL

CO

ND

UC

TOR

S

TOV

AULT

CO

NTR

OL

PO

WER

HEL

IPAD

LIG

HTI

NG

AND

WIR

ING

WIR

ING

IDEN

TIFI

CA

TIO

N(T

YPI

CAL

)

2-PR

P-B

SC

ALE:

NTS

CO

NTR

OL

SC

HE

MAT

ICD

IAG

RAM

REFERENCEFIGURE: 90

CAD FILE: 8_1_(Figure_90)_Location_Plans_Wave_Off_And_Wheels_Up_Lighting_Systems.dwgSEE NOTES TO DESIGNER FILE: 8_1 (Figure 90)-NTD.PDF

LOCATION PLANS - WAVE OFF AND

LOCATION PLAN - WHEELS-UP LIGHTING

LOCATION PLAN - WAVE-OFF LIGHTING

WHEELS WATCH EQUIPMENT PAD.LOCATION AS APPROVED BY NAVAIR

WHEELS WATCH HANDHOLEAND CONTROL PANEL

LIGHT BAR HANDHOLE

WHEELS-UP LIGHT BAR (TYP)

900'-0" ± 10'-0"(270M ± 3M)

980'-0" ± 5'-0"

(294M ± 1.5M)

200'

-0"

(60M

)

105'

-0"

(32M

)

WAVE-OFF EQUIPMENT PADLOCATION AS APPROVED BYNAVAIR TO WHEELS

WATCH HANDHOLE

IFLOLS MANHOLE/VAULT

NOTE 10

800'-0" ± 10'-0"(240M ± 3M)

800'-0" ± 10'-0"(240M ± 3M) 900'-0" ± 10'-0"

(270M ± 3M)

OPTICAL ASSEMBLYUNIT (TYP)

POWER CONVERTER UNIT (PCU)AND HANDHOLE (TYP)

THRESHOLDLIGHT BAR (REF)

50'-0

"±1'

-0"

(15M

±30

0mm

)

E

H

H

SCALE: NTS

WHEELS-UP LIGHTING SYSTEMS

10'-0" ± 1'-0"(3M ± 300mm)

EQUIPMENT PAD AND DUCT DETAILSSCALE: NTS

STAND DETAILS SIDE VIEW DUCT DETAIL

EQUIPMENT STAND WHEELS UP SYSTEM

EQUIPMENT STAND WAVE-OFF SYSTEM

EQUIPMENT PAD WAVE-OFF & WHEELS UP SYSTEM

NOTE:DETAIL IS SIMILAR FOR 1-2"(27mm-53mm) CONDUIT

2" (53mm)

GRADE

EXPANSION ANCHORS

3/8" P X 6" X 1'-3"(10mm X 150mm X 375mm)

L 3" X 3" X 3/8"(75mm X 75mm X 10mm)

#4 (25mm²) BARE COPPERCOUNTERPOISE

WHEELS WATCHCONTROL

CABINET, NEMA3R ENCLOSURE

PANEL 120V NEMA3R ENCLOSURE,SIZE WILL VARY

PER DIMMERSELECTED

VARIABLETRANS NEMA 3R

ENCLOSURE(DIMMER)

WAVE-OFFCONTROL

CABINET, NEMA3R ENCLOSURE

TRANS, DRY TYPE, 5KVA, 480V PRI TO120/240V SEC, NEMA 3R ENCLOSURE

SAFETY SW., 30A, 2P, 480V, NEMA3R ENCLOSURE FUSED AT 20A

PANEL 60AW/ 20A MAIN BRKR,2P, 3W, 120/240V,

NEMA 3RENCLOSURE

PHOTO-ELECTRICSWITCH

NOTE:TRANSFORMER SHALL BE RATED AS FOLLOWS:WAVE-OFF SYS - 2400V PRI TO 480V SECWHEELS UP SYS - 2400V PRI TO 120/240V SEC

PAD MOUNTWEATHERPROOF TRANS15KVA, 1 PHASE, LOWPROFILE SEE NOTE BELOW

* MINIMUM CLEARANCE ALL AROUND** MINIMUM CLEARANCE FROM

EQUIPMENT TO EDGE OF PAD

EXOTHERMIC WELD (TYP)

#1/0 (70mm²) BARE COPPERGROUND WIRE (TYP)

#1/0 (70mm²)BARE COPPERGND RING

EQUIPMENTSTAND

5/16" P(8mm)

3" (75mm)

6"(1

50m

m)

2'-8

"(80

0mm

)MAX

1'-6

"(4

50m

m)

2'-8

"(80

0mm

)MAX

L

2'-6"(750mm)

6"(150mm)**

L

REFERENCEFIGURE: 91

CAD FILE: 8_2_(Figure_91)_Equipment_Pad_And_Duct_Details.dwgSEE NOTES TO DESIGNER FILE: 8_2 (Figure 91)-NTD.PDF

2400V, 1 PHASE FEED,IN DUCT(EPR INSULATED)

WAVE-OFFPUSHBUTTON (TYP)

AIR TRAFFIC CONTROL TOWER

WAVE-OFFPOS #1

AIRFIELD LIGHTING VAULT

TOPHOTO-ELECT

SWITCHWAVE-OFF CONTROL CABINET, NEMA 3R ENCLOSURE

2-#6 (16mm²),2" (53mm) C

TRANSFER RELAY

PHOTOELECTRICALLYCONTROLLED RELAY

CONTACTS, SIZEDEPENDENT ON

PHOTO-ELECTRIC SWITCH

2/C #10 (6mm²), 2" (53mm) CONDUITTO WHEELS WATCH CONTROL PANEL

TO PCU INTENSITY

2 - #12 (4mm²), ROUTE IN SAMECONDUIT AS L1 & L2 ABOVE

PCUCONTACTOR

TIME DELAYRELAY

WAVE-OFFPOS #2

WAVE-OFF

PILOT RELAY PANEL

CONTROL PANEL2400V

10KVA MIN480V

2-#10 (6mm²), 1-#10 (6mm²) G,3/4" (21mm) C

2/C #10 (6mm²), 2" (53mm) C

PEC (COMMON)PCE

L1

L2TO

PCUPOWER

NN

L

480V5KVA

120V/240V

20A

20A20A

SAFETYSWITCH(TYP) 120V

120VAC

1/C

#12

(4m

m²)

CN123456789

10

C

CONTROLRELAY

(NOTE 1)

TO PHOTO-ELECTRICSWITCH

REFERENCEFIGURE: 92

CAD FILE: 8_3_(Figure_92)_Wave_Off_System_Wiring_Diagram.dwgSEE NOTES TO DESIGNER FILE: 8_3 (Figure 92)-NTD.PDF

SCALE: NTS

WAVE-OFF SYSTEM WIRING DIAGRAM

REFERENCEFIGURE: 93

CAD FILE: 8_4_(Figure_93)_Flashhead_And_PCU_Wiring_Diagram.dwgSEE NOTES TO DESIGNER FILE: 8_4 (Figure 93)-NTD.PDF

FLASHHEAD (FH)RED

BLU

TB11110987654321

BLKWHTVIOYEL

POWER CONVERTERUNIT (PCU)

GENERAL NOTE:WIRING DIAGRAM IS TYPICAL FOR ALL PCU'S AND FLASHHEADS.

ANODE (+500V)

CATHODE (-500V)

TRIGGER HIGHTRIGGER LOWFAN (120V)FAN RETURN

CHASSISGROUND

1 2 3 1 2 3 4 5 6TB1 TB2

F1 F2

SCALE: NTS

FLASHHEAD AND PCU WIRING DIAGRAM

SHLD

BLK

RED

GR

N

GND

INTE

NSI

TYIN

TEN

SITY

SHLD

GR

N

SH

LDG

RN

OU

TER

SH

LD

AN

OD

E

CAT

HO

DE

TRIG

GER

TRIG

GER

FAN

RET

UR

NFA

NP

OW

ERYE

LW

HT

BLK

BLU

RED

WH

TBL

K

EQUIPMENTGROUND

VIO

GRN

OUTERSHLD

EQUIPMENTGROUND

TO OTHER BEACONS(AS REQUIRED)

3/C PCU INTENSITY CONTROL CABLE

3/C PCU POWER CABLE SEE FIGURE 92

3/C INTENSITY CABLE

3/C POWER CABLE

7/C FLASHHEAD CABLE

OPTICAL ASSEMBLY (FLASHHEAD)MIL-L-29575(AS) W/ RED FILTER

2" (53mm) FRANGIBLECOUPLING

L-867 BASE PLATE AND GASKET W/2" (53mm) THREADED OPENING

FAA TYPE L-867 LIGHT BASE TYPE ISIZE B W/ THREADED HUBS,2'-0" (600mm) DEEP

2" (53mm) PVC CONDUIT STUB

6" (150mm) CONCRETEENCASEMENT ALL AROUND

2" (53mm) SCH 40 PVCCONDUIT TO POWERCONVERTER HANDHOLE

2" (53mm) FLEXIBLEPVC CONDUIT

1'-0" (300mm) DEEPCRUSHED GRAVEL

2" (53mm) CONDUITCOUPLING AND PLUG

2" (53mm) PVCCONDUIT STUB

7/C CABLE LEAVE 2'-0" (600mm)OF SLACK IN BASE

INTERNAL GROUND LUG#4 (25mm²)

FINISHED GRADE

REFERENCEFIGURE: 94

CAD FILE: 8_5_(Figure_94)_Wave_Off_Fixture_Mounting.dwgSEE NOTES TO DESIGNER FILE: 8_5 (Figure 94)-NTD.DOC

SCALE: NTS

WAVE-OFF FIXTURE MOUNTING

2'-2

"(65

0mm

)

MAX

ABO

VEG

RAD

E

1"(2

5mm

)M

AXA

BOVE

GR

ADE

EXTERNAL GROUND LUG

NOTES FILE: 8_5_(Figure_94)_Wave_Off_Fixture_Mounting.dwg

DRAWING NOTES - FIGURE 94:1. REINFORCING CAGE INDICATED ON FIGURE 12.

TO PCUHANDHOLE

L-867 BASE

PARALLEL TO RUNWAY CENTERLINE

BEAM AXIS TOWARD RUNWAY

OPTICAL ASSEMBLY(FLASHHEAD)

LIGHT SHALL BE AIMED TO FACELANDING AIRCRAFT

BEAM AXIS

FAA L-867LIGHT BASE

A95

SCALE: NTS

WAVE-OFF FIXTURE AIMING REFERENCEFIGURE: 95

CAD FILE: 8_6_(Figure_95)_Wave_Off_Fixture_Aiming.dwgSEE NOTES TO DESIGNER FILE: 8_6 (Figure 95)-NTD.DOC

FINISHED GRADE

2° ± 1°

4° ± 1°

PLAN

SECTIONSCALE: NTS

A95

POWER CONVERTERHANDHOLE

2" (53mm) RGS ELBOW

2" (53mm) RGS CONDUIT


2" (53mm) RGS CONDUITSTUB FOR STABILITY

PCU

POWER CONVERTER UNITMIL-L-29575(AS)

GRADE

POWER CONVERTER UNIT(PCU) HANDHOLE

REFERENCEFIGURE: 96

CAD FILE: 8_7_(Figure_96)_Power_Converter_Unit.dwgSEE NOTES TO DESIGNER FILE: 8_7 (Figure 96)-NTD.DOC

1'-4

"

(400

mm

)

SCALE: NTS

POWER CONVERTER UNIT

A96

2'-0"(600mm)

1'-8

"

(500

mm

)

2'-2

"

(660

mm

)

SECTIONSCALE: NTS

A96

2" Ø (53mm) DRAIN HOLE

2" (53mm) MINIMUMPVC CONDUIT WITHCONDUCTORS ASREQUIRED

2" (53mm) HUB(AS REQUIRED)

1 - 2" (53mm) CONDUITTO BASE OF OPTICALASSEMBLY UNIT

POWER CONVERTERUNIT MIL-L-29575(AS)UNIT SHALL PROVIDE

90±5 FLASHES PER MINUTE,50% ON AND 50% OFF

SCALE: NTS

PLAN

REFERENCEFIGURE: 99

CAD FILE: 8_10_(Figure_99)_Wheel_Watch_System_Layout.dwgSEE NOTES TO DESIGNER FILE: 8_10 (Figure 99)-NTD.PDF

WHEELS UP LIGHT (TYP)(NOTES 1 AND 2)

LIGHT BAR HANDHOLE (NOTE 3)(TYP), LOCATE AT MIDPOINTBETWEEN WHEELS UP LIGHTS10 AND 11

2" (53mm) CONDUIT WITHCONDUCTORS TO WHEELSWATCH EQUIPMENT PAD(NOTE 4)

H

WHEELS WATCH HANDHOLEAND CONTROL PANEL(NOTE 3)

1

2

9

10

11

12

20

AIMING LINE, AIM TOWARDRUNWAY THRESHOLD(NOTE 6)

H

2400 - 1 PHASE PRIMARY

WHEELS UPEQUIPMENT PAD (NOTE 4)

2" (53mm) CONDUIT WITH2-3/C #10 (6mm²) FORCONTROLAND 2" (53mm) CONDUITFOR POWER (NOTE 4) TOWHEELS UP EQUIPMENTPAD

2/C #10 (6mm²), 2" (53mm)CONDUIT TO WAVE-OFFCONTROL CABINET

NOTE 5 (TYP)

5'-0

"(1

.5M

)47

'-6"

(14.

48M

)

20LI

GH

TS@

5'-0

"(1.

5m)

SPA

CIN

G95

'-0"(

28.5

M)

30°

25°

25°

10'-0"

(3M)

105'-0" (31.5M) TO EXTENDEDRUNWAY CENTERLINE

980'-0" ± 5'-0" (294M ± 1.5M) TO RUNWAY THRESHOLD

SCALE: NTS

WHEELS - WATCH SYSTEM LAYOUT

NOTES FILE: 8_10_(Figure_99)_Wheel_Watch_System_Layout.dwg

DRAWING NOTES - FIGURE 99:1. WHEELS UP LIGHT BAR MUST BE LOCATED ON SAME SIDE OF RUNWAY AS THE CONTROL TOWER.

2. RELOCATION OR RE-AIMING OF LIGHT BAR REQUIRES APPROVAL OF NAVFACENGCOM.

3. PROVIDE L-867D HANDHOLE PER FIGURE 31.

4. CONDUCTOR SIZE BETWEEN LIGHT BAR HANDHOLE AND WHEELS UP EQUIPMENT PAD MUST BE DETERMINEDONCE LOCATION OF EQUIPMENT PAD IS APPROVED BY NAVAIR. THE TOTAL VOLTAGE DROP FOR THEWHEELS-UP LIGHTING CIRCUIT MUST BE MAINTAINED TO ±4% OR LESS.

5. CONDUCTOR SIZE BETWEEN LIGHT BAR HANDHOLE AND WHEELS-UP LIGHTS MUST BE 2 #6 (16 SQUARE mm),1 #6 (16 SQUARE mm) GROUND IN 2" (53mm) CONDUIT.

6. THE THREE (3) INNER MOST LIGHTS ARE AIMED TOWARD THE RUNWAY AT AN ANGLE OF 25 DEGREES.

120V

24V

RECEPTACLE15A 125V

WHEELS WATCHCONTROL PANEL

WAVE-OFF CONTROL SWITCH

2400V15KVA

120/240V

125A

100A20A

2400V, 1 PHASE FEED, IN DUCT(EPR INSULATED)

VARIABLE TRANSFORMER(DIMMER)

WHEELS WATCH CONTROL CABINET

2/C #10 (16mm²),3/4" (21mm) C

2/C #2 (35mm²), 1" (27mm) C

RECEPTACLE, WP, WITH MATCHING PLUG

L-867 LIGHTBASE ATWHEELS UPLIGHT

MAGNETIC CONTACTOR 120V, 100A

WHEELS UP LIGHT (TYP)

HANDHOLE

FUSED CABLE W/ 15A FUSE

2 #6 (16mm²), 1 #6 (16mm²)G, 2" (53mm) C

3/C #10 (16mm²), 2" (53mm) C

CONTROLRELAY

TOGGLE SWITCHPOTENTIOMETER DIAL

INDICATING LAMP

REFERENCEFIGURE: 100

CAD FILE: 8_11_(Figure_100)_Wheels_Up_Wiring_Diagram.dwgSEE NOTES TO DESIGNER FILE: 8_11 (Figure 100)-NTD.DOC

SCALE: NTS

WHEELS-UP WIRING DIAGRAM

20 12 11 10 19

2/C #10 (16mm²) IN 2" (53mm)CONDUIT TO WAVE-OFFCONTROL CABINET

K3

6NL21543

R

N

N

NL654321

GROUNDED LUG

LIGHT BASE FAA TYPE L-867SIZE D, TYPE 1

2 #6 (16mm²) 600V CABLE AND1 #6 (16mm²) BARE GROUND WIRE

2" (53mm)SCH 40 PVCCONDUIT

2" (53mm) FLEXIBLEPVC CONDUIT

L-867 SIZE D COVER PLATE W/ 2" (53mm)TAPPED CENTER HOLE AND GASKET

FRANGIBLE COUPLING(FIGURE 102)

500W, 120V PAR 56 LAMPHOLDERFAA-E-982 OR MIL-L-26764,TYPE MB-2

THREADED HUB FOR 2" (53mm)CONDUIT (TWO PLACES)

2" (53mm) RIGID GALVANIZEDSTEEL CONDUIT

2" (53mm) CONDUITCOUPLING

FINISHED GRADE

APPROX 2'-0" (600mm) SLACK TOPERMIT REMOVAL AND REPLACEMENTOF LID

6" (150mm) CONCRETE ALLAROUND


CAD FILE: 8_12_(Figure_101)_Wheels_Up_Light_Fixture.dwgSEE NOTES TO DESIGNER FILE: 8_12 (Figure 101)-NTD.DOC

SCALE: NTS

WHEELS-UP LIGHT FIXTURE

2'-2

"

(650

mm

)

1"(2

5mm

)M

AX

TO LIGHT FIXTURE HOUSING

2" (53mm) EMT

USE SILICONE ANTI-SIEZECOMPOUND

LIGHT BASE COVERPLATE

USE MALE/FEMALE CRIMP-ONCONNECTORS TO ALLOW #12 (4mm²)GROUND TO BE DISCONNECTEDABOVE CABLE CLAMP

RECEPTACLE L-823

TO GROUND LUGIN LIGHT BASE

CABLE CLAMP HOLDS LOWER CABLEASSEMBLY SECURELY IN PLACE WHENUPPER ASSEMBLY IS UNPLUGGED

LOCK NUT

PLUG FAA TYPE L-823

2" (53mm) FRANGIBLECOUPLING

2" (53mm) COMPRESSIONFITTING

15AMP IN-LINE FUSE AND WATERPROOFFUST HOLDER. PROVIDE ENOUGHSLACK IN CONDUCTORS SUCH THATFUSE IS ACCESSIBLE WHEN EMT ISREMOVED FROM FRANGIBLE COUPLING


CAD FILE: 8_13_(Figure_102)_Wheels_Up_Fixture_Detail.dwgSEE NOTES TO DESIGNER FILE: 8_13 (Figure 102)-NTD.DOC

SCALE: NTS

WHEELS-UP FIXTURE DETAIL

2" (53mm) RGS ELBOW

2" (53mm) RGS CONDUITSTUB FOR STABILITY


2" (53mm) RGS CONDUIT

WHEELS WATCH CONTROL PANEL

BRIGHTNESSCONTROL

POWER

ON

ON

OFF

WHEELS WATCH HANDHOLE

RECEPTACLE W/ COVER,15A, 125V

TOGGLE SW, W/ ON-OFF INDICATORPLATE

INDICATING LAMP, W/ RED LENS

CLAMP

CONTROL PANEL, 10" X 1'-0" X 4"(254mm X 305mm X 102mm), NEMA 4ENCLOSURE, CLAMP COVER, GALVW/ BLUE ENAMEL FINISH

IDENTITY PLATE, SECURETO PANEL DOOR (TYP)

CONTINUOUSSIDE HINGE

POTENTIOMETERDIAL

PLUG TO MATCHRECEPTACLE

RECEPTACLE COVERWS25043-160

RECEPTACLE FORWAVE-OFF LIGHTSMS3102A 165-4

2/C #16 (1.5mm2)CORD TYPE SO25'-0" (7.5M) LG

CONTROL SW, RUBBER ENCLOSURE,WP FOR WAVE-OFF (FIGURE 103B)


CAD FILE: 8_14_(Figure_103A)_Wheels_Watch_Control_Panel.dwgSEE NOTES TO DESIGNER FILE: 8_14 (Figure 103A)-NTD.DOC

SCALE: NTS

WHEELS-WATCH CONTROL PANEL1'

-4"

(400

mm

)

GRADE

WHEELS WATCHCONTROL PANEL

WHEELS WATCHHANDHOLE

BOOT(GREY)

WAVE-OFF SWITCH, SPST,MOMENTARY CONTACT

KNURLED APPROX3" (76mm)

ROUNDED EDGES


CAD FILE: 8_14_(Figure_103B)_Wave_Off_Control_Switch.dwgSEE NOTES TO DESIGNER FILE: 8_14 (Figure 103B)-NTD.DOC

5"

(127

mm

)

±2"

(51mm)

A103B 1 - 2" (53mm) CONDUIT TO

LIGHT BAR HANDHOLE

SCALE: NTS

WAVE-OFF CONTROL SWITCH

SCALE: NTS

PLAN

2'-2

"

(650

mm

)

1'-8

"

(500

mm

)1'-6"

(450mm)

A103B SCALE: NTS

SECTION

1 - 2" (53mm) CONDUIT TOLIGHT BAR HANDHOLE

1 - 2" (53mm) CONDUIT TOWAVE-OFF MANHOLE/VAULTOR EQUIPMENT PAD

DRAIN HOLE2" Ø (53mm)

RUNWAY

RUNWAY THRESHOLD

IFLOLS PAD

CENTERLINELIGHT FIXTURE(TYP)

EDGE LIGHT FIXTURE (TYP)

SAW KERF INRUNWAYPAVEMENT

1 - 19/C #16 (1.5mm2) CONTROLCABLE TO AIRFIELD LIGHTINGVAULT (DIRECT BURIED OR INDUCT)

2 - #8 5KV SERIES LIGHT CKT HOMERUNTO AIRFIELD LIGHT VAULT

FAA TYPE L-867 D HANDHOLE (TYP)1'-4" (406mm) Ø 2'-0" (610mm) DEEP

2 #8 5KV IN 2" (53mm) C

FORWARDATHWARTSHIPLIGHTS

2-4" (103mm) W/1-3/C #12 (4mm2)CONTROL CABLE FOR IFLOLSWAVE-OFF

2 W 4" (102mm) (USE DUCT BANKOF IFLOLS IF AVAILABLE) W/1-3/C#12 (4mm2) CONTROL CABLEFOR IFLOLS WAVE-OFF

4'-0" X 4'-0" (1.22M X 1.22M)HANDHOLE (USE HANDHOLEOF IFLOLS IF AVAILABLE)

LSO HANDHOLE

2 #8, 5KV IN 2" (53mm) C

LSO STATION GRADED FORDRAINAGE AND STABILIZEDFOR LIGHT VEHICULAR TRAFFIC

EDGE OF RUNWAY

IFLOLS WAVE-OFF CONNECTION PANEL

DISTANCE VARIES FROM RUNWAYEDGE TO MAXIMUM OF 10'-0" (3M)

APP

RO

ACH

RAMP ATHWARTSHIP LIGHTS,SEE DETAIL A, FIGURE 104B

LEGEND

EDGE LIGHT


CAD FILE: 9_1_(Figure_104A)_Simulated_Carrier_Deck_Lighting_System_Layout_Plan.dwgSEE NOTES TO DESIGNER FILE: 9_1 (Figure 104A)-NTD.DOC

10 SPACES@ 5'-0" (1.5M) =

50'-0" (15m)

25'-0"(7.62m)

25'-0"(7.62m)

61'-9"(18.82m)

17SP

ACES

@45

'-0"(

13.7

2M)=

765'

-0"(

233.

24M

)

730'

-0"

(219

M)

150'

-0"

(45M

)

165'

-0"

(49.

5M)

320'

-0"

(96M

)

35'-0"

(10.5M)25'-0"(7.5M)

35'-0"(10.5M)

35'-0"(10.5M)

14 SPACES@ 5'-0" (1.52M) =70'-0" (21.34M)

CENTERLINE LIGHT

CL

RUNWAY EDGERIGHT SIDE(REF)

SAW KERF INRUNWAYPAVEMENT

LIGHTING SYSTEM- LAYOUT PLANSCALE: NTS

SIMULATED CARRIER DECK


CAD FILE: 9_1_(Figure_104B)_Simulated_Carrier_Deck_Lighting_System_Detail.dwgSEE NOTES TO DESIGNER FILE: 9_1 (Figure 104B)-NTD.DOC

SCALE: NTS

DETAILA

35'-0

"

(10.

5M)

5'-0

"(1.

5M)

(TY

P)

INS

ETLI

GH

TFI

XTU

RE

(TYP

)

RAM

PAT

HW

ARTS

HIP

LIG

HTS

FOR

WA

RD

ATH

WA

RTS

HIP

LIG

HTS

SER

IES

CIR

CU

ITW

IRIN

GD

IAG

RAM

ISO

LATI

NG

TRA

NS

FOR

MER

(TY

PIC

AL)

200W

,6.6

/6.6

AMPE

RES

2-1/

C#8

(10m

m2 ),

5KV

(TYP

ICAL

)&#4

BAR

EC

OP

PER

CO

UN

TER

PO

ISE

TO6.

6AM

PC

ON

STAN

TC

UR

RE

NT

REG

ULA

TOR

INA

IRFI

ELD

LIG

HT

VAU

LT

6-1/

C#1

0(6

mm

2 )60

0VIN

SAW

KER

F6-

1/C

#10

(6m

m2 )

600V

INS

AWKE

RF

2-1/

C#8

(10m

m2 ),

5KV

HO

MER

UN


CAD FILE: 9_1_(Figure_104C)_Simulated_Carrier_Deck_Lighting_System_Wiring_Diagram.dwgSEE NOTES TO DESIGNER FILE: 9_1 (Figure 104C)-NTD.DOC

SC

ALE:

NTS

SIM

ULA

TED

CAR

RIE

RD

ECK

LIG

HTI

NG

SYS

TEM

-WIR

ING

DIA

GR

AM

APP

RO

ACH

LEG

END

12-1

/C#1

0(6

mm

2 )60

0VIN

SAW

KER

F

ED

GE

LIG

HT

CEN

TER

LIN

ELI

GH

T

8-1/

C#1

0(6

mm

2 )60

0VIN

SAW

KER

F

PLAN


CAD FILE: 9_2_(Figure_105)_LSO_Handhole_Details.dwgSEE NOTES TO DESIGNER FILE: 9_2 (Figure 105)-NTD.DOC

SCALE: NTS

LSO HANDHOLE DETAILS

19 POLE RECEPTACLE (MS3106A-22-14S)WITH SPRING ACTUATED RAIN TIGHT COVER

FRANGIBLE COUPLING

2" (53mm) COUPLING

2" (53mm) RIGID STEEL

HANDHOLEAND COVER

GROUND ROD AND CLAMP,GROUND ALL ELECTRICALENCLOSURES USING 1/C #6BARE COPPER

NEMA 5-15R WITH WATERTIGHT,SCREW COVER AND CHAIN

RECEPTACLE AND TERMINALBOX, SUBMERSIBLE SEENOTE 1

SUMP TYPE 3 AIRFIELD HANDHOLE4'-0" X 4'-0" X 4'-0" (1.22mm X1.22mm X 1.22mm) SEENAVFAC SPEC 16522

1 - 3/C #12 (4mm2), 600V CABLETO OLS CONNECTION PANELAT OLS PAD

2 - 4" (103mm)PVC CONDUITSCONCRETEENCASED

1'-6

"(45

0mm

)

CO

ND

UIT

ELB

OW

2'-0"

(600mm)

1'-2

"(35

0mm

)

MAX

A105

SCALE: NTS

SECTIONA105

PLAN VIEW

CONCRETE ENCASED FAA TYPE L-867D HANDHOLEWITH (3) 2" (53mm) CONDUIT HUBS @ 90°

2" (53mm) LIQUID TIGHT FLEXIBLE METALLIC CONDUITAPPROVED FOR DIRECT BURIAL

FLEXIBLE LIQUID TIGHTPVC CONDUIT

2" (53mm) RIGID STEEL CONDUIT

RUNWAY EDGE OFPAVEMENT

2" (53mm) PVC CONDUITTO NEXT HANDHOLE

TO SIMULATED CARRIER DECK LIGHTS

SAW KERF


CAD FILE: 9_3_(Figure_106A)_Handhole_And_Transformer_Housing.dwgSEE NOTES TO DESIGNER FILE: 9_3 (Figure 106A)-NTD.DOC

SCALE: NTS

HANDHOLE AND TRANSFORMER HOUSING

A106B

3"(75mm)

9"

(225

mm

)

10'-0

"(3M

)

MAX

OFF

SET

2" (53mm) RIGID GALVANIZEDSTEEL CONDUIT

2" (53mm) LIQUID TIGHT FLEXIBLE PVC CONDUITAPPROVED FOR DIRECT BURIAL

INTERNAL ANDEXTERNALGROUND LUGS

6" (150mm)CONCRETEENCASEMENTALL AROUND

FAA TYPE L-867D STEEL HANDHOLE 1'-4" (406mm) DIAMETER,2'-0" (610mm) DEEP W/(3) 2" (53mm) THREADED CONDUITHUBS @ 90° APART

3/4" (19mm) STEEL COVERAND GASKET

#6 (16mm2) BARECOPPER PIGTAIL

PAVEMENT

CONDUCTORS

2" (53mm)BUSHING

SAW KERF

3/4" X 10'-0" (20mm X 3M)GROUND ROD

EXOTHERMALWELD

45°


CAD FILE: 9_3_(Figure_106B)_Handhole_And_Transformer_Housing_Section.dwgSEE NOTES TO DESIGNER FILE: 9_3 (Figure 106B)-NTD.DOC

SECTIONSCALE: NTS

A106A

CR

1-1

1A

CR

3-3

10A

CR

3-1

9A

CR

1-11

8A

CR

1-B

7A

CR

1-A

6A

CR

1-9

5A

CR

1-7

4A

CR

1-5

3A

CR

1-3

2A 12A

11A

13A

14A

15A

16A

19A

18A

17A

TB2-

8B

TB2-

9B

TB2-

10B

TB1

TB2

1B 2B 3B 4B 5B 6B 7B 8B 9B 10B

11B

12B

13B

14B

15B

16B

17B

18B

19B

LP-1

CR

2-B

CR

2-A

CR

2-9

CR

2-7

CR

2-5

CR

2-3

CR

2-1

CR

2-13

CR

2-11

CR

2-15

CR

2-13

CR

1-13

RO

-C

TB1-

9A

CR

1-11

CR

1-13

CR

1-15

LP-N

TB1-

10A

CR

1-15

CR

3

NC

1 3NA

TB1-

1A

TB1-

2A

TB1-

3A

TB1-

4A

TB1-

5A

TB1-

6A

CR

3-N

CR

3-A

CR

1-14

CR

2-2

CR

2-4

CR

2-6

CR

2-8

CR

2-10

CR

2-14

CR

2-B

CR

2-16

R-B

1

R-B

2

R-B

3

CS-

1C

R1-

11

TB1-

7A

CR

1

TB2-

7B

CS-

2

TB2-

4B

TB2-

6B

TB1-

10B

TB1-

8A

TB2-

5B

CR

1-16

CR

1-B

CR

1-14

CR

1-10

CR

1-8

CR

2

TB2-

3B

TB2-

2B

TB2-

1B

CR

1-6

CR

1-2

CIR

C#1

CIR

C#2

2C 1

CIR

CU

ITS

ELEC

TOR

SWIT

CH

(CS)

RXN

CR

1-12

CR

2-12

CO

MM

ON

CIR

C#1

CIR

C#2

CR

1-6

B3

CR

1-4

CR

1-2

B1

B2

CR

3-A

C

CR

3-N

TB2-

8BN

CS-

C

1 2

X1

XNX

2

1-19

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6-S

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AR

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NTR

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ASO

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SITE

END

OF

RU

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NTR

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TOE

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IZE

R/W

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LATE

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GH

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TO

PP

OS

ITE

EN

DS

OF

RU

NW

AY


CAD FILE: 9_4_(Figure_107A)_Simulated_Carrier_Deck_Lighting_Control_Wiring_Diagram_Sheet_1.dwgSEE NOTES TO DESIGNER FILE: 9_4 (Figure 107A)-NTD.DOC

3

ØØ

TB1-

10A

TB1-

9ATB

1-8A

SEE

CO

NTI

NU

ATIO

NO

NFI

GU

RE

107B

SC

ALE

:NTS

SIM

ULA

TED

CAR

RIE

RD

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LIG

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WIR

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NS:

1-TB

2-1BD

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NA

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NO

FW

IRE

TER

MIN

ALC

ON

NE

CTI

ON

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SOU

RC

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AT

DE

STIN

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TB10

1B 2B 3B 4B 5B 6B 7B 8B 9B 10B

11B

12B

13B

14B

15B

16B

17B

18B

19B

1 2 3 4 5

1B 2B 3B 4B 5B 6B 7B 8B 9B 10B

11B

12B

13B

14B

15B

16B

17B

18B

19B

ON

ON

-OFF

SWIT

CH

X DZY A B C E F G

12 3 4

5

12B

13B

14B

15B

16B

1 2 3 4 5

TB20

A B C D E F G

A B C D E F GX YO

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MS

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(MS3

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VE

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T"

PLU

G(P

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1007

9)

REC

EPTA

CLE

(MS3

102A

-20-

15S)

TER

MIN

AL

BO

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RS

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LATE

DC

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RD

ECK

LIG

HT,

SUBM

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LSO

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WIR

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SC

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:NTS

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(P/O

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CEN

TER

(NAE

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(1.5

mm

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BLE

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BLE

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'(38

M)L

ON

GW

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S310

6R-2

2-14

PC

ON

NEC

TOR

S

7/C

#12

(4m

m2 )(

4A

CTI

VE

/3SP

ARE)

TOW

AVE

-OFF

CO

NTR

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MAN

HO

LEW

HE

RE

REQ

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R

RU

NW

AY

LIG

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SWIT

CH

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CAP

SULA

TED

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MP

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V,P

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-TYP

E,W

ITH

15'-0

"(4.

6M)O

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C#1

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PE

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OR

TABL

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CO

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CO

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NFI

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RE

107A


CAD FILE: 9_4_(Figure_107B)_Simulated_Carrier_Deck_Lighting_Control_Wiring_Diagram_Sheet_2.dwgSEE NOTES TO DESIGNER FILE: 9_4 (Figure 107B)-NTD.DOC

1-19

/C#1

6(1

.5m

m2 )C

ON

TRO

LC

ABLE

3/C

#12

(4m

m2 ),

TOP

OR

TAB

LEIF

LOLS

VIA

IFLO

LSH

AND

HO

LE

7/C

#12

(4m

m2 )(

5A

CTI

VE

/2SP

ARE)

TOP VIEW

RUNWAY LIGHT SWITCH, SPST(MAINTAINED) FASTEN SECURELYTO SWITCH ASSEMBLYNAEC 617450-1

LSO CONTROL SWITCH

PORTABLE SWITCH ASSEMBLYNAEC 617450-1

BOOT (RED)

BOOT (GREY)

"CUT" SWITCH SPST(MOMENTARY)

"WAVE-OFF" SWITCH DPST(MAINTAINED)

CARRYINGHANDLE

FOLDING LEGS WITH BRACESFOR 6" (152mm) ELEVATION

LATCH

HINGE

GASKET

METALCOVER

WATERPROOFMETAL CASE

FRONT VIEW

3-POLE RECEPTACLE RUNWAYLIGHT SWITCH CONNECTION

SEE NAMEPLATELEGEND

7-POLE RECEPTACLECUT & WAVE-OFFSWITCH CONNECTION

RECEPTACLE CAP (TYPICAL)

19-POLE RECEPTACLETERMINAL BOXCONNECTION

NP-1NP-2

NP-1 BRIGHTNESSNP-2 SIMULATOR DECKNP-3 OFFNP-4 ONNP-5 POWERNP-6 CONTROL ON

NAMEPLATE LEGEND


CAD FILE: 9_5_(Figure_108)_LSO_Control_Panel_And_Portable_Control_Switch.dwgSEE NOTES TO DESIGNER FILE: 9_5 (Figure 108)-NTD.DOC

SCALE: NTS

LSO CONTROL PANEL AND PORTABLE CONTROL SWITCH

5"

(127mm)

15/

8"

(41.

3mm

)

1/2"(12.7mm)

A108

1'-1"

(330mm)

1'-4

"

(406

mm

)

NP-3NP-4NP-5NP-6

WATERPROOFMETAL CASE

1'-0"

(305mm)

SECTIONSCALE: NTS

A108

ITEM P-606 SEALANT

PAVEMENT

FLANGE RINGW/PAVEMENT RING

1/4" (6.4mm) SPACER


CAD FILE: 9_6_(Figure_109)_Simulated_Carrier_Deck_Light_Fixture_And_Installation.dwgSEE NOTES TO DESIGNER FILE: 9_6 (Figure 109)-NTD.PDF

SIMULATED CARRIER DECK LIGHT FIXTURE -

SCALE: NTS

SHALLOW BASE AND SAW KERF INSTALLATION

1'-1"

(330mm)

SEE DETAIL A

PAVEMENTSURFACE

FAA L-852N TYPE VI (NAVY) P-606

SAW KERF

RUBBER GROMMET FORSEALING CABLE ENTRY

2 - #10 (6mm2) THWN-2

L-823 CONNECTOR

ITEM P-606 SEALANT

GROUND LUG FOR #6(16mm2) BARE COPPERGROUND WIRE

SHALLOW LIGHT BASE, FAA-L-868,1'-0" (205mm) Ø BY 2.875" (73mm) DEEPWITH ANCHOR FLANGES ON BOTTOM

SCALE: NTS

DETAILA

SCALE: NTS

FIXTURE INSTALLATION ON SHALLOW BASE DETAIL

1'-1" (330mm)

CORE DIAMETERSELF-LEVELING P-605SILICONE SEALANT

NOTES FILE: 9_6_(Figure_109)_Simulated_Carrier_Deck_Light_Fixture_And_Installation.dwg

DRAWING NOTES - FIGURE 109:1. CONTRACTOR MUST USE A SETTING JIG TO HOLD THE BASE AT THE PROPER ELEVATION AND AZIMUTH

WHILE THE P-606 IS HARDENING.

2. USE SEALANTS AND EMBEDDING COMPOUNDS THAT ARE CHEMICALLY COMPATIBLE WITH THE PAVEMENTMATERIAL. IT IS EXTREMELY IMPORTANT TO CAREFULLY RESEARCH PAST USE HISTORY OF THE SEALANTTO BE SPECIFIED.

3. CORE DIMENSIONS MUST BE VERIFIED WITH FIXTURE MANUFACTURER PRIOR TO CORE DRILLING.

DEPTH OF SAW KERFSEE WIRING INSTALLATIONFIGURE 111

RECESS FOR INSETLIGHT FIXTURE

SEE DETAIL A

5" (125mm) CORE DEPTH

1'-1" (330mm)CORE DIAMETER


CAD FILE: 9_7_(Figure_110)_Simulated_Carrier_Deck_Light_Core_Details.dwgSEE NOTES TO DESIGNER FILE: 9_7 (Figure 110)-NTD.DOC

SCALE: NTS

SIMULATED CARRIER DECK LIGHT CORE DETAILS

SCALE: NTS

DETAILA

SCALE: NTS

CORE DETAIL FOR SIMULATED CARRIER DECK LIGHT FIXTURE

2"(50mm)

33/

4"(9

5mm

)

2"(50

mm)

1'-0"(300mm)

SAW

KERF SAW KERF

NOTES FILE: 9_7_(Figure_110)_Simulated_Carrier_Deck_Light_Core_Details.dwg

DRAWING NOTES - FIGURE 110:1. EDGES OF SAW KERFS AND FIXTURE CORINGS MUST BE KEPT A MINIMUM OF 12" (300mm) FROM EXISTING

PAVEMENT JOINTS. WHERE A CONFLICT OCCURS, RELOCATE FIXTURES LONGITUDINALLY TO AVOID JOINTS.

2. WHERE A NEW SAW KERF CROSSES AN EXISTING SAW KERF OR PAVEMENT JOINT, NEW WIRING MUST BEINSTALLED AS INDICATED IN FIGURE 111.

NOTE:WIRES ARE NOT TO BE LESS THAN 1/2" (13mm)BELOW EXISTING JOINT SEAL COMPUND.

SAW KERF WIREWAY DETAILS:

SCALE: NTS

SIMULATED CARRIER DECK LIGHTSREFERENCEFIGURE: 111

CAD FILE: 9_8_(Figure_111)_Saw_Kerf_Wireway_And_Simulated_Carrier_Deck_Lights_Details.dwgSEE NOTES TO DESIGNER FILE: 9_8 (Figure 111-NTD.PDF

JOINT INTERSECTION AND SAWING DETAILS

WIREWAY DETAILS FOR SIMULATED CARRIER DECK LIGHTS

P-606

1/C #6 (16mm²)GROUND

6 - 1/C #10 (6mm²)WIRES

5/8" (16mm)

1"(2

5mm

)

P-606

3/8" (10mm)


2 - 1/C #10 (6mm²)WIRES

3/4"

(20m

m)


8 - 1/C #10 (6mm²)WIRES

5/8" (16mm)

BACKER ROD 1/2"(13mm) THK (TYP)

1"(2

5mm

)(T

YP)

11/

4"(3

2mm

)EXISTING JOINTSEALER (WILL BEREMOVED WHEN CUT)

#10 (6mm²) WIRES MINIMUM INOPTIONAL PLASTIC SLEEVE

PAVEMENTSEAM

RIGIDPAVEMENT

P-606

7/16

"(1

1mm

)

11/

2"(3

8mm

)

1"(2

5mm

)

1'-0"(300mm)

P-606

NOTES FILE: 19_8_(Figure_111)_Saw_Kerf_Wireway_And_Simulated_Carrier_Deck_Lights_Details.dwg

DRAWING NOTES - FIGURE 111:1. DIAMETER OF BACKER ROD MUST BE 25% MAXIMUM LARGER THAN WIDTH OF SAW KERF.

2. IN EXISTING PAVEMENT, THE EASIEST METHOD OF INSTALLING IN-PAVEMENT LIGHTING IS TO CORE A HOLEFOR THE FIXTURE AND MAKE A SAW KERF FOR THE WIREWAYS. PRIMARY CABLES AND TRANSFORMERS INTHIS CASE ARE LOCATED AT THE EDGE OF THE RUNWAY.

3. TO ASSURE A SUCCESSFUL INSTALLATION, CARE MUST BE TAKEN TO SEE THAT ALL SURFACES ARE SANDBLASTED AND DRIED BEFORE THE SEALER IS APPLIED.

4. USE SEALANTS THAT ARE CHEMICALLY COMPATIBLE WITH THE PAVEMENT MATERIAL. IT IS EXTREMELYIMPORTANT TO CAREFULLY RESEARCH PAST USE HISTORY OF THE SEALANT TO BE SPECIFIED.

5. BOND #6 (16 SQUARE mm) GROUND WIRE FROM EACH FIXTURE TO A SINGLE #6 (16 SQUARE mm) GROUND WIREAND INSTALL WITH CIRCUIT CONDUCTORS BACK TO HANDHOLE.

SEE

NO

TE3

IFLO

LSPA

D

RU

NW

AY

EDG

E

SEE

NO

TE2

SIT

ING

MIR

RO

RS

TATI

ON

RU

NW

AY

THR

ESH

OLD

MAT

CH

EXI

STIN

GG

RAD

EM

ATC

HE

XIST

ING

GR

ADE


CAD FILE: 9_9_(Figure_112)_IFLOLS_Optical_Landing_System_Pad_Location.dwgSEE NOTES TO DESIGNER FILE: 9_9 (Figure 112)-NTD.DOC

SC

ALE:

NTS

IFLO

LS(O

PTIC

ALLA

ND

ING

SYS

TEM

)PAD

LOC

ATIO

N

RU

NW

AY

SEENOTE1

15'-0"(4.5M)MIN

730'

-0"

(219

M)

150'

-0"

(45M

)

NOTES FILE: 9_9_(Figure_112)_IFLOLS_Optical_Landing_System_Pad_Location.dwg

DRAWING NOTES - FIGURE 112:1. DISTANCE FROM R/W CL FOR RUNWAYS 200' (60M) OR LESS:

115' (34.5M) MINIMUM119' +1' / -0M (35.7M +0.3M / -0M) MAXIMUM

FOR RUNWAYS USED BY C-5A OR B-747 OR EQUIVALENT AIRCRAFT:153' +1' / 0'

(45.9M +0.3M / -0M)

2. AREA TO BE FILLED, GRADED, AND STABILIZED TO ALLOW VEHICLE ACCESS TO PAD. MAXIMUM SLOPE OFGRADED FILL MATERIAL FROM TOP OF PAD ELEVATION OUT TO EXISTING GRADE MUST BE 2%.

3. AREA TO BE FILLED, AND GRADED FROM TOP OF MIRROR STATION ELEVATION OUT TO EXISTING GRADE WITHA MAXIMUM SLOPE OF 2%.

1'-0" Ø (300mm)CONCRETE FILLEDFIBRE FORM

TOP OF PAD SHALL BE SAMEELEVATION AS IFLOLS PAD

CONCRETE PAD11'-0" X 17'-0" (3.3M X 5.1M) X 8" (200mm) THICK,TOP OF PAD IS THE SAME ELEVATION ASRUNWAY CENTERLINE

1" (25mm) CHAMFERALL AROUND

FILLED GRADED ANDSTABILIZED AREA


CAD FILE: 9_10_(Figure_113)_IFLOLS_And_Siting_Mirror_Pad_Details.dwgSEE NOTES TO DESIGNER FILE: 9_10 (Figure 113-NTD.PDF

SCALE: NTS

IFLOLS AND SITING MIRROR PAD DETAILS

SITING MIRROR PAD

IFLOLS PAD DETAIL

MAX 2%MAX 2%

WELDED WIRE FABRIC

4"(1

00m

m)

4'-0

"

(1.2

M)

MAX 2%MAX 2%

1" (25mm) CHAMFERALL AROUND

edge lighting direct buried duct/ conduit detail … · edge of pavement a s i n d i c a t e d #6...

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