4a-Runway -100% Drawings_Part 16.pdf

PDF 12 MB Posted Jun 18, 2026

Attached to: 511/23420. JLM; Selfridge ANGB - Airfield Improvements
Solicitation number: RFP 171 260000002245 2
Issued by: Macomb County, Michigan

About this file

Written by GovTribe AI · Jun 22, 2026

This is a comprehensive 100% final submittal drawing package prepared by Mead & Hunt, Inc. for the State of Michigan Department of Technology, State Facilities Administration, Design and Construction Division, related to airfield improvements at Selfridge Air National Guard Base in Lansing, Michigan. The project addresses Runway Encroachment Solution – Project #2, specifically Task 1 – MCC Mitigate Runway Encroachment, and constitutes part of a larger runway construction and electrical infrastructure modernization initiative issued on June 5, 2026.

The drawing package spans 467 sheets and details comprehensive airfield electrical infrastructure including in-pavement lighting systems, runway edge and threshold lighting configurations, approach lighting systems (ALSF-1), sequenced flasher installations, isolation transformer platforms, high-intensity approach light bars, PAPI (Precision Approach Path Indicator) systems, runway guidance signs, arresting gear markers, runway distance markers, Instrument Landing System (ILS) components including glide slope and localizer antenna installations with 50-foot antenna towers, and associated electrical conduit systems, grounding details, cable raceways, and foundation specifications. The design encompasses extensive specifications for concrete foundations, reinforcement patterns, drainage systems, lightning protection systems, obstruction lighting, and interconnected electrical control systems with detailed requirements for contractor installation methodology, tolerances, material specifications, and quality assurance protocols. The project requires substantial coordination with FAA personnel for final equipment calibration and flight checks, with contractor notification requirements of six months and three months prior to ILS-related work to schedule required government involvement in equipment disconnection, reconnection, and recalibration.

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4a-Runway -100% Drawings_Part1.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part 12.pdf	PDF	Jun 18, 2026
4a-Runway -100% Drawings_Part3.pdf	PDF	Jun 18, 2026
2-Attachment A - Cost Details (511.23420.JLM).xlsx	XLSX spreadsheet	Jun 18, 2026
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4a-Runway -100% Drawings_Part 9.pdf	PDF	Jun 18, 2026
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4a-Runway -100% Drawings_Part 7.pdf	PDF	Jun 18, 2026

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0% F

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EA504

9/16"

FIGURE: 17A

EDGE OF FULL STRENGTH

PAVEMENT

#6 SOLID BARE COPPER

COUNTERPOISE

2" SCH 40 PVC

REINFORCEMENT CAGE

(FIGURE 12)

2" THREADED WEEP HOLE FOR

DRAINAGE (ALL CANS) (OPTIONAL)

ASPHALT

SHOULDER

FULL STRENGTH

PAVEMENT

CONCRETE

ENCASEMENT

INSTALL COUNTERPOISE AT HALF

DISTANCE FROM EDGE OF

PAVEMENT TO LIGHT FIXTURE

AND MINIMUM 8" DEEP

3/4" X 10'-0" CU GROUND ROD WITH

EXOTHERMIC CONNECTION, SEE PLANS

FOR LOCATION

7' -6

2' -0

)3"

FIGURE: 17C

9/16" 2 1/2"

1/ 4"

7 1/2" Ø

FIGURE: 18A

L-830 ISOLATION

TRANSFORMER

4 ANTI-ROTATION FINS

3/16" X 3/4" X 3"

3'-0" CABLE SLACK ON

EACH SIDE

#8 AWG L-824, 5KV, CABLE

(AS INDICATED IN LAYOUT PLANS)

TRANSFORMER STAND

LOAD RING

BRAIDED COPPER GROUND STRAP

2" DRAIN

2" SCH 40 PVC CONDUIT

THREADED COUPLING

OR GROMMET

INTERNAL GROUND LUG

L-823 PRIMARY CONNECTOR

GROUND CABLE

(FIGURE 3A AND 3B)

STAINLESS STEEL CABLE TAG

L-868B 1'-0" Ø (2'-1" OR 2'-6" 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

EXTERNAL GROUND LUG1. INSTALL CORNER EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0", -1/16" .

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

WORK.

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

4. THE SPACER RING IS DESIGNED AS A NOMINAL 3/4" THICKNESS. THE SPACER RING MAY BE REQUIRED TO BE THINNER OR THICKER DEPENDING ON BASE CAN INSTALLATION AND PAVING TECHNIQUES / TOLERANCES. THIS CONTRACTOR MUST MEASURE AND DETERMINE THE REQUIRED THICKNESS OF EACH INDIVIDUAL 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. NO MORE THAN 3 SPACER RINGS MAY BE USED ON ANY ONE LIGHT INSTALLATION THE MAXIMUM HEIGHT

DISPLACEMENT FOR ONE OR MORE SPACER RINGS WILL BE 2" OR LESS.

5. THE FINISHED PAVEMENT SURFACE MUST BE PROTECTED FROM FOREIGN SUBSTANCES WHICH COULD CAUSE STAINING, I.E. CONCRETE, OIL, ETC. THE CONTRACTOR MUST IMMEDIATELY CLEAN ALL SPILLS AND CORRECT/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 THE BASE CAN A MINIMUM OF ½". THE BOLTS MUST BE

THREADED THE FULL LENGTH OF THE BOLT.

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

8. CONNECT TO GROUND ROD.

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

10. IF THE DISTANCE BETWEEN THE EDGE OF THE SNOW RING AND CONCRETE IS 1/8" (3mm) OR LESS, SEAL TOP OF 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").

12. THE CONTRACTOR MUST PRE-ASSEMBLE IN-PAVEMENT LIGHT FIXTURE WITH SNOW PLOW RINGS TO ASSURE EACH INDIVIDUAL UNIT ASSEMBLY IS WITHIN TOLERANCE. USE A STRAIGHT EDGE TO VERIFY THE FIXTURE IS LEVEL (TO 1/8"). ANY UNITS NOT WITHIN THIS TOLERANCE WILL BE REJECTED. ASSURE SNOW

PLOW RINGS ARE CONFIGURED WITH CORRECT NUMBER AND WIDTH OF OPENINGS.

13. THE CONTRACTOR MUST INSTALL A 25" DEEP BASE CAN WHERE THE PCC PAVEMENT THICKNESS IS 15" AND MUST INSTALL A 30" DEEP BASE CAN WHERE THE

PAVEMENT THICKNESS IS 20".

14. CONTRACTOR MUST ENSURE SEALANT INSTALLATION IS IN ACCORDANCE WITH ELEVATION TOLERANCES OF LIGHT FIXTURE INSTALLATION.

15. CONTRACTOR MUST ENSURE SNOW PLOW RINGS ARE COMPATIBLE AND APPROPRIATE FOR USE WITH BASE CANS AND FIXTURES.

16. USE DRAINAGE LAYER AND CONCRETE.

#3/8-16 HEX HEAD CERAMIC-METALLIC FLUOROPOLYMER COATED,

GRADE 2 BOLT, LENGTH IS DETERMINED BY THICKNESS OF FLANGE

AND/OR SPACER RINGS 6 PLACES (NOTE 4)

DRAWING NOTES - FIGURES 18A AND 18B

4" DRAINAGE LAYER (NOTE

16)

CONCRETE (NOTE 16)

ATTACH CABLE TO GROUND ROD

AND REINFORCEMENT CAGE

(FIGURES 3A AND 3B)

REINFORCEMENT CAGE

SEE FIGURE 12

1'-3" OR 1'-8" PCC ± PAVING

TOLERANCES

FINISHED PAVEMENT SURFACE

SLOPE PER CIVIL PLANS

#6 SOLID BARE COPPER

COUNTERPOISE

APPLY CONCRETE BOND

BREAKER OVER TRENCH

COMPACTED BASE COARSE

4" DRAINAGE LAYER, (NOTE 16)

CONCRETE, (NOTE 16)

1'-3" OR 1'-8" PCC

± PAVING TOLERANCES

FINISHED PAVEMENT SURFACE

SLOPE PER CIVIL PLANS

1'-1"

3" M

2" SCH 40 PVC CONDUIT

CONDUIT IS ROTATED 90°

AROUND BASE CAN TO SHOW

CONDUIT CONNECTION TO BASE

CAN, SEE SECTION FOR

CONDUIT INSTALLATION

DOWN SLOPE SIDE OF

BASE CAN/LIGHT/SNOW

RING INSTALLATION,

(FIGURE 11B)

INSTALL BASE

CAN/FIXTURE LEVEL

PAVEMENT SLOPE

CONCRETE

ENCASEMENT

2" SCH 40

PVC ELBOW

3'-0"

CORE

8" (2 m m

12" PORTLAND CEMENT-STABILIZED

BASE COURSE

LIME OR CEMENT TREATED

SUBGRADE

TO UNDERDRAIN

DRAIN

PAVEMENT CROSS SLOPE STRAIGHTEDGE

PAVEMENT

LIGHT BASE

TRAFFIC DIRECTION

C R

FIXTURE

STRAIGHTEDGE

CHECK AT

FIXTURE EDGE

DRAWING NOTES

1. STRAIGHTEDGE SHOULD BE 10'-0" LONG. NOTCH APPROXIMATELY 1" HIGH, AND ABOUT 1"-2" LONGER THAN

FIXTURE DIAMETER.

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

THAN 1/16 INCH BELOW STRAIGHTEDGE, THE FIXTURE IS TOO LOW.

3. CHECK STRAIGHTEDGE IN BOTH DIRECTIONS TO VERIFY THERE IS NO UNUSUAL PAVEMENT BUILD-UP IN THE

PROXIMITY 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.

FIGURE: 19B

12" PORTLAND

CEMENT-TREATED

SUBGRADE

LIME OR CEMENT

TREATED SUBGRADE

LIGHT BASE MOUNTING IN SHOULDER PAVEMENT PLANK13 SCALE: NTS

AIRFIELD ISOLATION TRANSFORMER PLATFORMK8 SCALE: NTS

STRAIGHTEDGE CHECK DETAILH2 SCALE: NTS

IN-PAVEMENT LIGHT MATERIALSC15 SCALE: NTS

FIGURE: 18BB9 SCALE: NTS

IN-PAVEMENT LIGHT IN FULL STRENGTH PCCF9 SCALE: NTS

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0% F

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EA505

225A, 240/120 V

PANELBOARD

25 KVA, 2400V

240/120V XFMR

TVSS

6"x6"X24" NEMA 3R

SQUARE DUCT

SFL MASTER CONTROL

CABINET

SFL POWER AND CONTROL RACK INSTALLATION DETAILF6 SCALE: NTS

GFCI

W/ WP

BOX

COMMUNICATION

ENCLOSURE,

24"X20"X8"

NEMA 4,

HOFFMAN

A24H2010SSLP3PT

WITH:

F/O PATCH

PANEL AND I/O

EXTENDER

1-4" SCH. 40 PVC WITH:

NCOMING 2400V FROM 50

kVA TSFL TRANSFORMER IN

AIRFIELD LIGHTING (AFL)

VAULT

2" GRSC SUPPORT

POST (TYP.)

1-5/8" GALVANIZED

UNITSTRUT CHANNEL

(TYP.)

ELEVATION

PLAN VIEW

2" GRSC

ABOVE

GROUND

2" SCH. 40 PVC WITH:

12-STRAND, SINGLE MODE

FIBER FROM AFL VAULT

2" SCH. 40 PVC

POWER AND

CONTROL TO ICC

CABINETS

4" GRSC ABOVE GROUND WITH:

2-1/C #2 5 kV, 133% EPR

INSULATION

1-#2, 600V, GROUND

4/0 GROUND

LOOP

#2#4

THOMPSON #28R

DOWN CONDUCTOR

(TYP.)

5/8" X 12" COPPER AIR

TERMINAL, BLUNT TIP,

THOMPSON 665BT

(TYP.)

BONDING CLAMP,

THOMPSON 240X (TYP.)

AIR TERMINAL PIPE

CLAMP THOMPSON

240XP-5 AND 27A

ADAPTER (TYP.)

#6 REBAR

#4 TIES

L-810

OBSTRUCTION

LIGHT

PHOTOCELL WITH

TWIST-LOCK BASE

RAIN CAP (TYP.)

12"

5' -0

EX. GRADE EX. GRADE

10'-0"

12"12"

3' -0

#6 REBAR

#4 TIES @

12" O. C.

3/4" X 10' COPPER CLAD

GROUND ROD (TYP.)

4/0 GROUND LOOP

EXOTHERMIC WELD

NOTE: BOND ALL METAL SURFACES USING

A #6 GREEN INSULATED WIRE

8"8"

2-2" SCH. 40 PVC TO MASTER

CONTROL PANEL WITH:

3-#8, THWN

1-#8, 600V GND

1-MANHATTAN M8628101O

CABLE. SEE EA520 FOR

CONNECTION DIAGRAM

2-2" PVC TO

NEXT FLASHER

STATION WITH

POWER AND

CONTROL

CABLES

2" GRSC ABOVE

GROUND (TYP.)

2" FRANGIBLE

COUPLING (TYP.)

JUNCTION BOX

INDIVIDUAL

CONTROL

CABINET

2" PVC TO

FLASHER

WITH:

MANUFACTURER

SUPPLIED

CABLE

ICC CABINET INSTALLATION DETAILF17 SCALE: NTS

GRND

3/4" X 10' COPPER CLAD

GROUND ROD (TYP.)

3' -6

1" PVC

SFL PANEL SCHEDULEN15 SCALE: NTS

#6 REBAR

#4 TIES

PLAN VIEW

ELEVATION

4.00'

3/4" X 10' COPPER CLAD

GROUND ROD (TYP.)

4/0 GROUND LOOP

#4 BONDING WIRE

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EA506

2" FEMALE ADAPTER

COUPLING

2" FEMALE ADAPTER

COUPLING

ANCHOR PLATE

TO RUNWAY END

3500 PSI

CONCRETE

6- 5/

8" ±1

/1 6"

6- 5/

8" ±1

/1 6"

4- 1/

2'-0"±1/16"1'-3 1/2"±1/16"

7-3/4"±1/16" 7-3/4"±1/16"

4- 1/

1- 1/

8" ±1

/1 6"

1' -6

3' -0

DRAWING NOTES - FIGURE 34:

1. REFER TO FIGURE 35, SECTION A.

2. ACTUAL DIMENSIONS MAY VARY. COORDINATE WITH MANUFACTURER PRIOR TO CONSTRUCTION AND

CONSTRUCT PER MANUFACTURER'S REQUIREMENTS.

TO RUNWAY END

#4 TIES 12"

O.C.

TIES

2" RIGID

GALVANIZED

STEEL ELBOW

3" CLEAR COVER

ALL AROUND

6' -0

" M

3'-0"

AUGER HOLE AND

CAST AGAINST SOIL

CONCRETE

1" X 1" CHAMFER (TYP)

J-SHAPE 3 4" ANCHOR BOLT

PER MANUFACTURER (2 EA)

(MAT'L ASTM-F-1554)

1' -6

" M

3'-0"

ANCHOR PLATE PER

MANUFACTURER (1 EACH)

J-SHAPE 3 4"ANCHOR

BOLT (TYP.)

NOTE:

DEPTH LENGTH SHALL

BE FIELD VERIFIED AND

BASED ON SOIL

CONDITIONS.

3' -0

" M

CONSTRUCTION JOINT

SECTION

SCALE: NTS

SECTION

SCALE: NTS

CONCRETE 2" RIGID

GALVANIZED

STEEL ELBOW

6-#5 BARS EQUALLY

SPACED

PLAN

L-830 ISOLATION

TRANSFORMERS

(NUMBER AS

REQUIRED)

L-867 SIZE D HANDHOLE

(FIGURE 31)

TO FLASHER POWER SUPPLY

WHERE INSTALLED (FIGURE 32)

MAST

3/4" FLEXIBLE CONDUIT

2" LB CONDULET

(FIGURE 37, CONDULET DETAIL)

EDGE OF CONCRETE

PAD FOR FLASHER

POWER SUPPLY AND

JUNCTION BOX

WHERE INSTALLED

(FIGURE 32)

3/4" FLEXIBLE CONDUIT.

ROUTE TOWARDS

DIRECTION OF TILT.

PROVIDE ENOUGH SLACK

SO CONDUIT IS NOT

STRAINED

2" PVC CONDUIT

L-867 SIZE D HANDHOLE

(FIGURE 31)

2" PVC

CONDUIT

CONCRETE

FOUNDATION

C E

0' -0

H T

N S

O N

TO RUNWAY END

3' -0

DIRECTION

OF TILT

TILT

AXIS

SECTION

SCALE: NTS

SECONDARY PLUG AND

RECEPTACLE ON END OF CABLE

(NUMBER PER MANUFACTURER)

FRANGIBLE COUPLING

2" RGS ELBOW

2" PIPE COUPLING

CABLES AND CABLE CLAMP

TO STEADY BURN LIGHTS OR

FLASHER AS REQUIRED

2" LB CONDULET WITH CAST

METAL COVER AND GASKET

2" STEEL COMPRESSION TYPE

CONNECTOR

2" EMT NIPPLE

TOP OF TOWER FOUNDATION

TO RUNWAY END

2" TO 3/4" REDUCING

BUSHING

3/4" LIQUID TIGHT

FLEXIBLE CONDUIT

FEMALE CONNECTOR

3/4" LIQUID TIGHT

FLEXIBLE CONNECTOR,

MALE

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.

BOND TUBE TO

STAND PLATE

TILTING AND LOWER DEVICE

PER MANUFACTURER

FIGURE 35, FOUNDATION DETAIL

AND FIGURE 36, WIRING DETAIL

FINISHED GRADE

T-BAR ASSEMBLY

CENTERLINE

OF LIGHTS

FLASHER (WHERE REQUIRED)

(FIGURE 43, FAA-E-2628)

STEADY BURNING APPROACH

LIGHT (FIGURE 42, FAA-E-982)

2" M

C U

O L

TOP OF TUBE

BOTTOM

OF TUBE

G H

6' -1

" T O

-1

R O

N G

3- 3/

3" ±1

5m m

±2 5m m

DRAWING NOTES - FIGURE 33:

1. DETERMINE EXACT LENGTH OF TUBE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

FOUNDATION FOR LIR STRUCTURE MG-20 PLAN VIEWK14 SCALE: NTS

TYPICAL MG-20 LIR STRUCTURE TOWER WIRING DETAILG8 SCALE: NTS

2" LB CONDUIT DETAILA8 SCALE: NTS

FOUNDATION FOR LIR STRUCTURE MG-20 SECTIONS A AND BB15 SCALE: NTS

TYPICAL MG-20 LIR STRUCTUREJ2 SCALE: NTS

#4 TIES 12" O.C.

BREAKAWAY ANCHOR BOLT. INSTALL

WHERE NEEDED TO MEET

FRANGEABILITY REQUIREMENTS

POLE BASE PLATE

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EA507

2" FEMALE ADAPTER1" X 1" CHAMFER

(TYP)

PLAN

CONCRETE

#4-TIES @ 1'-0" OC

6' -0

3'-0"

5'-0"±1/16"

1'-2"

ANCHOR ROD PER MANUFACTURER

(2 EA PER PIER) (MATERIAL

ASTM-F1554) GALVANIZED

2" RGS CONDUIT ELBOW

GALVANIZED ANCHOR PER

MANUFACTURER (1 EACH)

CLPIER

3" CLEAR

COVER ALL AROUND

CLPIER

5'-3"±1/16"

3'-0" Ø REINFORCED

CONCRETE PIER PER

MANUFACTURER (TYP)

1'-3 1/2"±1/16"

3' -5

-5 "4 1/

1/ 2"1

1/ 8"

±1 /1

SECTION

SCALE: NTS

6-#5 BARS EQUALLY SPACED

ELEVATION

PLAN

CONCRETE FOUNDATIONS

AND REINF (FIGURE 40)

3/4" LIQUID-TIGHT FLEX CONDUIT

WITH CABLES TO STEADY BURN

LIGHT

3/4" LIQUID-TIGHT FLEX

CONDUIT WITH CABLES TO

FLASHER

CONCRETE

FOUNDATION

2" PVC CONDUIT

STAND PLATE PER MANUFACTURERMAST PER MANUFACTURER

GRADE

2" LB CONDULET

ANCHOR BOLTS

MOUNTING FRAME ASSEMBLY

2" PVC CONDUIT

L-867 HANDHOLE SIZE D

2" PVC CONDUIT

MOUNTING FRAME ASSEMBLY

2" RGS

CONDUIT

2" FLEXIBLE PVC

CONDUIT

2" LB CONDULET

L-867 HANDHOLE SIZE D

2" PVC CONDUIT

FLASHER POWER SUPPLY

FLASHER JUNCTION BOX

3'-0"

DISTANCE VARIES DISTANCE VARIES

DISTANCE VARIES

3/4" FLEXIBLE CONDUIT

TILT AXIS

2" FLEXIBLE PVC

CONDUIT

TOWARDS RUNWAY THRESHOLD

FAA-E-982 STEADY

BURNING APPROACH LIGHT LAMP POWER CABLES #10

TERMINAL BLOCK ASSEMBLY

(AND SHORTING DEVICE WHERE USED)

TOP OF 6" ID FIBERGLASS

TUBE

CENTERLINE OF LIGHT

#12 GND THWN-2

#18 SCREW, STAR WASHER,

LOCK WASHER, AND NUT

(NOTE 2)

TEE BAR ASSEMBLY PER

MANUFACTURER

TUBE CAP ASSEMBLY

PER MANUFACTURER

TUBE CAP CLAMP

6" ID FIBERGLASS TUBE

DRAWING NOTES - FIGURE 42:

1. MEASURE DISTANCE BETWEEN CENTER OF LIGHT AND TOP OF TUBE USING ACTUAL EQUIPMENT INSTALLED.

2. ATTACH #12 GROUND TO FIXTURE HOUSING BY INSTALLING A #8 SCREW THROUGH HOLE PROVIDED IN BOTTOM OF HOUSING.

SAND AWAY PAINT AND ANODIZING AROUND HOLE ON INSIDE OF HOUSING TO BARE METAL. PUSH SCREW UP THROUGH HOLE AND INSTALL STAR WASHER OVER SCREW ON INTERIOR OF HOUSING. CRIMP AN INSULATED RING TERMINAL ON THE END OF THE GROUND WIRE AND INSTALL ON SCREW. PLACE LOCK WASHER AND NUT ON SCREW AND TIGHTEN. VERIFY WITH MANUFACTURER LENGTH AND SIZE OF SCREW, STAR WASHER, LOCK WASHER, AND NUT TO BE UTILIZED TO MAINTAIN

CLEARANCE FROM TERMINAL BLOCK ASSEMBLY.

TUBE CAP

TUBE CAP CLAMP

FIBERGLASS

MAST PER

MANUFACTURER

BRACKET CLAMP

TEE BAR ASSEMBLY

1/2" LIQUID-TIGHT FLEXIBLE

CONDUIT WITH FLASHER CABLES

1/2" 90° ELBOW

CONNECTOR

FAA-E-2628

SEQUENCED

FLASHER

TOWARDS RUNWAY THRESHOLD

STEADY BURN APPROACH LIGHT

(FIGURE 42)

1/2" 90° ELBOW CONNECTOR

#12

GND THWN-2

JUNCTION BOX

FLASHER

BRACKET

INSTALL

GROUND

LUG

(NOTE 2)

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

THWN-2 FROM FLASHER AND FIBERGLASS MAST TO LUG. TERMINATE GROUND WIRE ON LUG.

TYPICAL MG-20 LIR STRUCTURE TOWER WIRING DETAILJ13 SCALE: NTS

FOUNDATIONS FOR MG-20 LIR STRUCTURESA14 SCALE: NTS

TOWER MOUNTED STEADY BURNING APPROACH LIGHT DETAILJ3 SCALE: NTS

TOWER MOUNTED SFL AND APPROACH LIGHT DETAILA3 SCALE: NTS 3'-0"

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

D R

EA508

LAMP TRIGGER

#16 (WHITE)

REMOTE FLASHER HEAD

SIDE VIEW ELEVATION

2" RGS CONDUIT

ELBOW ASSEMBLY

2"PIPE

COUPLING

L-823 MALE

CONNECTOR

(NOTE 3)

L-823 FEMALE

CONNECTOR

(NOTE 3)

2 #16

INTERLOCK

WIRES

CONNECTOR,

FEMALE

3 REQUIRED

(SIZE FOR WIRE)

FRANGIBLE

COUPLING

CONNECTOR,

MALE

3 REQUIRED

(SIZE FOR WIRE)

CABLE CLAMP

LAMP RETURN

(BLACK)

CAUTION

LAMP POWER

#16 2KV (WHITE)

STROBE

LIGHT HEAD

FRANGIBLE

COUPLING

2" RGS CONDUIT

ELBOW

ASSEMBLY

FROM FLASHER

POWER SUPPLY

(NOTES 5 & 7)CONCRETE

PEDESTAL 8"

ROUND OR

SQUARE

SEE DETAIL A

2" EMT

FINISHED

GRADE

DIRECTION OF

APPROACH

2' -6

U M

F R

N O

DRAWING NOTES - FIGURE 45:

1. MAXIMUM MOUNTING HEIGHT OF CONFIGURATION INDICATED IS 5'-11" FOR MOUNTING INSTALLATION OF MORE

THAN 6'-0" 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 ARE REQUIRED, THEY MUST BE EPOXY RESIN TYPE WITH PLASTIC SHELL. EQUIP CONDUCTORS WITH MECHANICAL

WIRE CLAMPS.

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

6. FLASHER POWER SUPPLY / JUNCTION BOX UNIT MUST BE LOCATED 35' FROM EXTENDED CENTERLINE OF

RUNWAY.

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

3/8" - 16 CERAMIC

FLUOROPOLYMER COATED

STEEL BOLT (TYP FOR 6)

2 PIECE LOCK WASHER

3/8" - 16 CERAMIC FLUOROPOLYMER

COATED BOLT (TYP FOR 6)

2 PIECE LOCK WASHER

BRAIDED COPPER GROUND STRAP

LOAD RING

3'-0" CABLE SLACK ON

EACH SIDE

L-868C, 1'-3" Ø, 2'-0"

DEEP GALVANIZED STEEL

L-830 ISOLATION

TRANSFORMER

4 ANTI-ROATION FINS

3/16" X 3/4" X 3"

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" STEEL

BLANK COVER

STAINLESS STEEL CABLE TAG

L-823 PRIMARY CONNECTOR

2" SCH 40 PVC CONDUIT

THREADED COUPLING

OR GROMMET

INTERNAL GROUND LUG

GROUND CABLE

(FIGURES 3A AND 3B)

CONDUIT TO

HANDHOLE

ASPHALT

OVERRUN

REINFORCING

BARS, (FIGURES

48D AND 48E)

TO HANDHOLE

TO UNDER DRAIN

RUNWAY CENTERLINE

EXTENDED AND JOINT

O N

O F

H T

3'-6" - 5'-0"

3' -0

2'-0" 3'-6" - 5'-0" 3'-6" - 5'-0" 3'-6" - 5'-0" 2'-0"

NOTE: LIGHT SPACING AND NUMBER OF LIGHTS VARY

REFER TO SYSTEM LAYOUT PLANS FOR DIMENSIONS

2' -0

#6 GROUND WIRE

3/4" Ø X 10'-0"

GROUND ROD

#6 COUNTERPOISE

O N

O F

H T

HORIZONTAL REINFORCING

2'-0"

2" SCH 40 PVC

CONCRETE

FOUNDATION 3" MIN

COVER ALL BARS

2" SCH 40 PVC

TO HANDHOLE

(FIGURE 31)

INTERNAL

GROUND

LUG (TYP)

#6 GROUND WIRE

RUNWAY CENTERLINE

EXTENDED

2" SCH 40 PVC TO

HANDHOLE (FIGURE 31)

SCALE: NTS

SAND BACKFILL

ASPHALT

VARIABLE DEPTH COMPACTED

BASE COURSE

EXISTING 10" - 1'-0" COMPACTED

BASE COURSE

#4 COUNTERPOISE

3" (7

5m m

3" (75mm)

NOTE:

TRANSVERSE SECTION VIEW SIMILAR TO LONGITUDINAL SECTION VIEW.

ASPHALT

VARIABLE DEPTH

COMPACTED BASE

COURSE

# 4 HORIZONTAL BARS

(SEE TIE BAR CAGE ON EA503

EVENLY SAW CUT (TYP)

2' -6

" M

6" 2'

-0

#5 VERTICAL BARS

EACH FACE

FIGURE 48F, DETAIL 5

OPTIONAL CONSTRUCTION

JOINT

BRAIDED GROUND STRAP

SECTION

SCALE: NTS

A 46B

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 THIS SHEET IS GENERAL IN NATURE. FINAL INSTALLATION METHODOLOGY MUST BE DETERMINED BY THE

CONTRACTOR.

2. SEE CIVIL PLANS FOR TYPICAL PAVEMENT SECTION.

FLEXIBLE PAVEMENT

COMPACTED BASE

COARSE

SUBGRADE

EXISTING SUBBASE

SUBGRADE

EXISTING

SUBBASE

2' -6

U M

3'-0"

SAW CUT FINISHED

ASPHALT AND EXCAVATE

8" (2 m m

3'-0" (0.9M)

MAKE ALL

NECESSARY CONDUIT/

COUNTERPOISE

CONNECTIONS

SAND BAG (TYP)

SUPPORT BRACE

FACTORY ATTACHED PLYWOOD

COVER TO MIMIC PHYSICAL DIAMETER

AND THICKNESS OF SNOW PLOW

RING. (COORDINATE WITH BASE

CAN/LIGHT FIXTURE MANUFACTURER)

COMPLETELY WRAP PLYWOOD

COVER IN ROOFING PAPER COMPACTED BASE

COARSE

FLEXIBLE PAVEMENT

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 THIS SHEET IS GENERAL

IN NATURE. FINAL INSTALLATION METHODOLOGY MUST BE DETERMINED BY THE

CONTRACTOR.

2. SEE CIVIL PLANS FOR TYPICAL PAVEMENT SECTION.

REMOTE FLASHER INSTALLATION 6'-0" MAX.J14 SCALE: NTS

IN-PAVEMENT HIGH INTENSITY APPROACHB15 SCALE: NTS

GROUNDING CONNECTIONS (AIR FORCE PROJECTS)L7 SCALE: NTS

TYPICAL HIGH INTENSITY APPROACH LIGHT BARG7 SCALE: NTS (AIR FORCE/ ARMY)

EXISTING CONDITIONS BEFORE TRENCHINGB6 SCALE: NTS

SET L-868 CAN AND FRAMEWORKC1 SCALE: NTS

SAWCUT ASPHALT AND TRENCHC11 SCALE: NTS

IN-PAVEMENT HIGH INTENSITY APPROACH LIGHT BARL1 SCALE: NTS

CONDUIT INSTALLATIONF1 SCALE: NTS

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

D R

EA509

FLEXIBLE PAVEMENT

COMPACTED BASE COARSE

SUBGRADE

EXISTING SUBBASE

REBAR NOT SHOWN

FOR CLARITY

PLACE CONCRETE,

TROWEL CONCRETE

FLUSH TO SURFACE

OF FINISHED ASPHALT

AND TO EDGE OF

PLYWOOD COVERS

REMOVE FRAMEWORK, PLYWOOD

COVER, AND SANDBAGS

INSTALL SNOW PLOW RING AND FILL

SPACE WITH P-606 SEALING COMPOUND

SUBGRADE

EXISTING

SUBBASE

REBAR NOT SHOWN

FOR CLARITY

SUBGRADE

EXISTING SUBBASE

REBAR NOT SHOWN

FOR CLARITY

INSTALL THRESHOLD APPROACH LIGHTING

FIXTURE AND COMPLETE WIRING

FLEXIBLE PAVEMENT

COMPACTED BASE COARSE

FLEXIBLE PAVEMENT

COMPACTED BASE COARSE

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 IS GENERAL IN NATURE. FINAL INSTALLATION METHODOLOGY MUST BE

DETERMINED BY THE INSTALLER.

2. SEE CIVIL PLANS FOR TYPICAL PAVEMENT SECTION.

1'-0" Ø L-867 BASE,

NON-LOAD BEARING FOR

STEADY BURNING

APPROACH LIGHT2" FLEXIBLE PVC

CONDUIT 1'-0" LONG (TYP)

2" PVC CONDUIT

TO NEXT LIGHT

STATION, SEE

SYSTEM LAYOUT

PLAN

2" PVC

CONDUIT

STEADY BURNING

APPROACH LIGHT

O N

G H

REFER TO SYSTEM LAYOUT PLAN FOR LIGHT SPACING

COVER PLATE

BONDING JUMPER.

BRAIDED COPPER

GROUND STRAP

GROUND LUG (TYP)

#6 THWN

EQUIP GND

(NOTE 8)

ELEVATION

COVER PLATE AND

GASKET (TYP)

1" CHAMFER

(TYP)

FRANGIBLE

COUPLING

(TYP)

FINISHED

GRADE

3/4" Ø X 10'-0" LONG

GROUND ROD

LIGHT

6" M

2'-0"

MIN

BARE COPPER

COUNTERPOISE

TO NEXT LIGHT BAR

TO HANDHOLE TO HANDHOLE

DRAWING NOTES - FIGURE 47:

1. PLACE ALL ELEVATED LIGHT FIXTURES ON 12" L-867, NON-LOAD BEARING BASES.

2. MAXIMUM MOUNTING HEIGHT OF CONFIGURATION INDICATED IS 6'-0". FOR MOUNTING INSTALLATION OF

MORE THAN 6'-0", SEE TOWER INSTALLATION DETAILS.

SYMBOL LEGEND:

EXPANSION JOINT

2" SCH 40 PVC OR

HDPE CONDUIT

2" EXPANSION

COUPLING

RUNWAY OVERRUN

PAVEMENT

TURF

FIGURE 48B, C, D, AND F FOR

TYPICAL LIGHT INSTALLATION

TO HANDHOLE, SEE

LAYOUT PLANS

CONCRETE

4'-0" MOW PAD

CIRCUIT R1 CONDUIT

R1 THRESH

2" SCH 40 PVC OR

HDPE CONDUIT

R1 THRESH R1 THRESH R1 THRESH R1 THRESH R1

CIRCUIT R2 CONDUIT

ASPHALT

BLAST PAD

EXPANSION JOINT, SEE

DETAIL THIS SHEET

DIRECTION OF GREEN LENS

25'-0" SHOULDER PAVEMENT

OUTLINE OF BASE CAN

DIRECTION OF

OBSCURED LENS

3' -0

INSTALL EXPANSION JOINT

BETWEEN FULL STRENGTH

RUNWAY PAVEMENT AND

CONCRETE FOUNDATION

FOR THRESHOLD LIGHTS

FULL STRENGTH PCC TO UNDERDRAIN

UNDERDRAIN SHOWN FOR LOCATION OF

UNDERDRAIN PURPOSES ONLY

BIDIRECTIONAL FIXTURE GREEN/OBSCURED

UNIDIRECTIONAL FIXTURE GREEN

SYMBOL LEGEND:

R1 - EDGE CIRCUIT #1

R19 - EDGE CIRCUIT #2

THRESH - THRESHOLD CIRCUIT

SOLID LINE IS OUTLINE OF

BASE CAN

THRESHOLD CIRCUIT

CONDUIT

BURLAP COVERING,

SEE DETAIL THIS

SHEET

EXPANSION JOINT

SCH 40 PVC

FLEXIBLE PVC

CONDUIT

WRAP WITH LAYERS OF BURLAP,

TOTAL 1" TO ALLOW FOR

EXPANSIONNYLON OR WIRE

TIES (TYP)

FIXTURE CIRCUIT

(TYP)

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.

4. NO MORE THAN FIVE LIGHTS SHOULD BE IN BAR BEFORE AN EXPANSION JOINT IS INSTALLED.

5. AT EACH EXPANSION JOINT, CUT BACK THE TEN #6 REBAR 2-1/2 INCHES CLEAR ON EACH SIDE OF THE EXPANSION JOINT LOCATIONS. PLACE A MINIMUM OF FOUR 1-1/4 INCH DOWELS AT 20 INCHES LONG CONFORMING TO SECTION 32 13 14.13 CENTERED ON THE JOINT AND PARALLEL WITH THE PROPOSED SURFACE. ALIGN DOWELS PER TOLERANCES SPECIFIED WITHIN 32 13 14.13. DOWELS TO BE PLACED 7.5-INCHES CLEAR FROM EACH FACE OF THE GRADE BEAM AND 9-INCHES CLEAR FROM THE TOP AND BOTTOM OF THE GRADE BEAM. PLACE EXPANSION CAPS ON ONE END OF EACH DOWEL AND GREASE DOWEL PRIOR TO CONCRETE PLACEMENT. PLACE CONCRETE IN A MANNER NOT TO DISPLACE OR MOVE

THE DOWEL DURING THE CONCRETE PLACEMENT.

R1 THRESH R1 THRESH R1 THRESH R1 THRESH R1 THRESH R1

UNDERDRAIN

2-2" SCH 40 PVC

OR HDPE

CONDUITS

3' -0

FIXTURE CIRCUIT (TYP)

SEE FIGURE 48C

EXPANSION JOINT (TYP)

FLEXIBLE PVC CONDUIT

ACROSS JOINT (TYP)

5'-0"

(TYP)

CONTINUOUS REINFORCING

AS DETAILED

6" COMPACTED

BASE COURSE

CONDUIT

(TYP)

3" C

R (T

SEE FIGURE 48C, D,

AND F FOR TYPICAL

LIGHT INSTALLATION

CONCRETE

SUBGRADE

FLUSH MOUNTED THRESHOLD

LIGHT (T) (TYP)

T/E T T/E T T T T T T T T

THRESHOLD/ END

LIGHT (T/E) (TYP)

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.

FINISHED PAVEMENT

SURFACE, SLOPE PER

CIVIL PLANS

CONCRETE

FIGURE 48F, DETAIL 6

REINFORCING

COMPACTED BASE COURSE

10'-0" OR 5'-0"

TO NEXT LIGHT

AS INDICATED

GROUND CABLE

10'-0" OR 5'-0"

TO NEXT LIGHT

AS INDICATED

FINISHED PAVEMENT

SURFACE, SLOPE PER

CIVIL PLANS

CONCRETE

OVERRUN PAVEMENTFULL STRENGTH PAVEMENT

1'-6" PCC PAVEMENT

#4 COUNTERPOISE

(NOTE 8)

4" DRAINAGE LAYER (AIR

FORCE/ ARMY)

COMPACTED BASE

COURSE

INTERLEAVE CONDUITS IF

REQUIRED (FIGURE 48A)

PCC REFER TO

PAVING PLANS

CONCRETE BEAM

FIGURE 48D (NOTE 12)

RUNWAY THRESHOLD

3'-0"

8" M

PLACE CONCRETE AND LEVEL FLUSH TO FINISHED ASPHALTN16 SCALE: NTS

REMOVE BRACE/PLYWOOD COVER AND INSTALL SNOW PLOW RINGK16 SCALE: NTS

BASE CAN IN PLACEF16 SCALE: NTS

TYPICAL ELEVATED HIGH INTENSITY APPROACH LIGHT BAR 0' TO 6'-0" MAX.A13 SCALE: NTS

RUNWAY THRESHOLD WING BAR LIGHT FOUNDATION - ELEVATION VIEWA4 SCALE: NTS (AIR FORCE)

RUNWAY THRESHOLD WING BAR LIGHT FOUNDATION - PLAN VIEWK6 SCALE: NTS

BURLAP COVERING DETAILH11 SCALE: NTS EXPANSION JOINT DETAILH7 SCALE: NTS

SECTIONF1 SCALE: NTS

THRESHOLD LIGHT IN CONCRETE BEAML1 SCALE: NTS

1-1/4" DOWEL

BAR (TYP.)

SEE FIG. 48A

NOTE 5

1-1/4" DOWEL

BAR (TYP.)

SEE FIG. 48A

NOTE 5

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

D R

EA510

FURNISH AND INSTALL 1'-5 1/4" Ø SNOW

PLOW RING MOUNTED ON L-868C 1'-3" Ø

BASE CAN

BOLT HOLE FOR SNOW PLOW RING

BOLT HOLE FOR LIGHT FIXTURE

DIRECTION OF LIGHT

3/8" -16 CERAMIC FLUOROPOLYMER COATED STEEL

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-PAVEMENT

LIGHT FIXTURE (NOTE 11)

SEALANT FAA P-605

(NOTE 10)

FACTORY ATTACHED

FIXTURE GROUND LUG

(BY LIGHT FIXTURE

MANUFACTURER)

BRAIDED COPPER

GROUND STRAP

NOTE 1

NOTE 11

INSIDE AND OUTSIDE OF BASE CAN

SNOW RING

SEE INSTALLATION

METHODOLOGY BELOW

1/4"

MAX

1'-3 1/2" Ø

TOP OF BASE CAN

10"

11 1/4"

1'-2 1/4"

1'-5 1/4"

1/ 2" 1/ 2"

DRAWING NOTES - FIGURE 48E:

1. INSTALL CORNER EDGE OF SNOW PLOW RING FLUSH WITH

PAVEMENT SURFACE WITH A TOLERANCE OF +0", -1/16".

CHECK TOLERANCE WITH STRAIGHT EDGE. SEE FIGURE 19B.

2. SUBMIT ALL BASE CAN INSTALLATION TECHNIQUES,

METHODS, MATERIALS, ETC., TO THE GOVERNMENT FOR

REVIEW AND APPROVAL PRIOR TO THE START OF WORK.

3. BEFORE BACKFILLING AROUND THE BASE CANS, THE

CONTRACTOR MUST DEMONSTRATE TO THE GOVERNMENT

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/CLEAN ANY

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 THE BASE

CAN A MINIMUM OF 0.5". THE BOLTS MUST BE THREADED

THE FULL LENGTH OF THE BOLT.

6. CONCRETE AROUND BASE CANS AND DUCT/CONDUIT MUST

BE COMPLETELY CONSOLIDATED BY MECHANICAL MEANS

AND FREE OF ANY VOIDS.

7. FOR BLANK BASE CANS, DELETE LIGHT FIXTURE AND

INSTALL 3/4" STEEL BLANK COVER.

8. AIR FORCE / ARMY AIRFIELDS: CONNECT LOCAL GROUND

ROD TO BASE CANS. ROUTE COUNTERPOISE AROUND BASE

CANS. NAVY AIRFIELDS: CONNECT COUNTERPOISE 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" OR LESS, SEAL TOP OF 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").

12. INSTALL FINISHED SURFACE OF CONCRETE BEAM FLUSH

WITH ADJACENT PAVEMENT (+0, -1/16").

FAA-E-982 PAR 56 LAMP

HOLDER ASSEMBLY

2" ELECTRICAL METALLIC

TUBING (EMT) LENGTH AS

REQUIRED

APPLY SMALL AMOUNT OF

GREASE/ANTI-SEIZE COMPOUND

BEFORE INSERTION INTO

COMPRESSION RING

COMPRESSION RING W/ NUT

FURNISHED W/ FRANGIBLE

COUPLING, TIGHTEN

SUFFICIENTLY TO HOLD

EMT RIGID

COVER PLATE AND GASKET

RED OR GREEN COLOR

FILTER WHERE REQUIRED

FINISHED

GRADE

FRANGIBLE

COUPLING

FIELD ATTACHED CONNECTOR

L-823 PLUG AND RECEPTACLE

1'-0" Ø, L-867 BASE

NON-LOAD BEARING

6' -0

U M

M O

U N

G H

H T

MINIMMUM CONCRETE ENCASEMENT

DRAWING NOTES - FIGURE 49:

1. GREEN COLOR FILTER FOR THRESHOLD BAR.

2. RED COLOR FILTER FOR BARRETTES PRE-THRESHOLD AND

TERMINATING BARS (ALSF-1).

3. NO COLOR FILTER FOR CENTERLINE BARS; 1000' BAR (ALSF-1).

REINFORCEMENT

PER FIGURE 12

LEGENDRUNWAY

RUNWAY THRESHOLD

RUNWAY EDGE LIGHTS

STA 15+00

STA 30+00

STA 5+00

STA 3+00

NOTE 2

STA 10+00

THRESHOLD BAR

5'-0" SPACING (AIR

FORCE)

PRE-THRESHOLD BAR

INBOARD LIGHT IN LINE

WITH RUNWAY EDGE LIGHTS

3'-6" SPACING

TERMINATING BAR

5'-0" SPACING

1000' BAR 5'-0" SPACING

OF 8 OUTER LIGHTS CENTERLINE BAR 3'-4 1/2"

SPACING

R O

'-0

15'-0"

75'-0" 75'-0"

STA 1+00

STA 2+00

N E

0' -0

" S

70'-0"

GATE

GREEN/RED BI-DIRECTIONAL

RUNWAY THRESHOLD/END

LIGHT

NOTE 3

15'-0"

40'-0"

10'-0"

MAX

40'-0"

10'-0"MAX

-0 " 1

'-0

0' -0

RED SIDE ROW APPROACH

LIGHT

GREEN RUNWAY THRESHOLD

LIGHT

WHITE SEQUENCED FLASHING

LIGHT

WHITE APPROACH LIGHT

35'-0" 15'-0" 15'-0" 35'-0"

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 5 LIGHTS. THE LIGHTS IN EACH GROUP MUST HAVE A UNIFORM SPACING OF 10'. THE OUTBOARD MOST LIGHT IN EACH GROUP MUST BE IN LINE WITH THE LINE OF THE RUNWAY EDGE LIGHTS ON THAT SIDE OF THE RUNWAY. THE GROUPS MUST BE LOCATED SYMMETRICALLY ABOUT, AND ON A LINE PERPENDICULAR TO, THE RUNWAY CENTERLINE WITHIN 10' OF THE END OF THE USABLE RUNWAY SURFACE. WHERE THEY ARE COLLOCATED, RUNWAY END LIGHTS MAY BE INCORPORATED INTO THE OPPOSITE END THRESHOLD

FIXTURES.

3. THE THRESHOLD BAR MAY BE “GATED” TO ALLEVIATE THE PROBLEM OF TAIL HOOK BOUNCE. THE THRESHOLD GATE IS ACCOMPLISHED BY ELIMINATING THOSE LIGHTS IN THE CENTER 70' PORTION

CENTERED ABOUT THE RUNWAY CENTERLINE.

LEGEND

UNI-DIRECTIONAL GREEN THRESHOLD LIGHT

BI-DIRECTIONAL THRESHOLD-RED/OBSCURED

RUNWAY END LIGHT (NOTE 1)

THRESHOLD LIGHT CIRCUIT

(NOTE 2)

EDGE LIGHT CIRCUIT

R1/R19

RUNWAY EDGE LIGHT

G T

H R

RUNWAY

CENTERLINE

NOTE 3

EDGE LIGHT CIRCUIT

#R1/R19

THRESHOLD CKT.

FOR TAILHOOK OPERATIONS, LIGHTS IN

MIDDLE 70'-0" MAY BE OMITTED

DRAWING NOTES - FIGURE 4-5B:

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 END LIGHTS AS INDICATED IN UFC 3-535-01.

2. CONTROL CIRCUITS FOR THRESHOLD REGULATOR MUST BE WIRED IN PARALLEL WITH EDGE

LIGHTING CONTROL CIRCUITS REGULATOR(S) SUCH THAT THRESHOLD LIGHTS ARE ENERGIZED

AND AT SAME INTENSITY AS RUNWAY EDGE LIGHTS.

3. 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

SYMMETRICAL LIGHTING PATTERN ON EACH SIDE OF THE RUNWAY CENTERLINE.

MOUNTING HARDWARE DETAILL12 SCALE: NTS

TOP VIEWG12 SCALE: NTS

TYPICAL HIGH INTENSITY ELEVATED APPROACH/THRESHOLD LIGHT 6-0" MAX.L11 SCALE: NTS

ALSF-1 APPROACH LIGHT SYSTEM CONFIGURATIONF6 SCALE: NTS (AIR FORCE)

WIRING DIAGRAMB1 SCALE: NTS (AIR FORCE)

HIGH INTENSITY THRESHOLD BAR

BI-DIRECTIONAL THRESHOLD-GREEN/YELLOW

RUNWAY END LIGHT (NOTE 1)

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

D R

EA511

REMOTE CONTROL PANEL

INPUT POWER TO REGULATORS

LEGEND

AUXILIARY RELAY ASSEMBLY

WHITE APPROACH LIGHT

RED SIDE ROW APPROACH LIGHT

ISOLATION TRANSFORMER

WHITE SEQUENCED FLASHING LIGHT

TYPICAL CIRCUIT BREAKER PER NATIONAL

ELECTRICAL CODE (SIZE AND NUMBER OF POLES

DEPENDS ON PARTICULAR INSTALLATION)

TYPICAL CONSTANT CURRENT REGULATOR

(CCR) L-828 OR L-829

SSALR

CKT A

ALSF-1

CKT B

ALSF-1

CKT C

ALSF-1

CKT D

MASTER

TIMER ADJ

L-841

12345678911 1012131420 1516171819

FAA L-880 STYLE "B" SYSTEM (WITH TILT SWITCHES)

3 LAMPS PER LIGHT UNIT

300W, 6.6/6.6A ISOLATION TRANSFORMER (OR AS REOQUIRED BY

MANUFACTURER)

100W, 6.6/6.6A ISOLATION TRANSFORMER (OR AS REQUIRED BY

MANUFACTURER)

CONSOLIDATING HARNESS FROM MANUFACTURER

POWER LEADS WITH APPROPRIATE L-823 CONNECTORS,

USE L-824 TYPE C #6 (L-823 CONNECTOR KITS).

TILT SWITCH LEADS (USE MANUFACTURER SUPPLIED)5

PAPI LIGHT

UNIT

ASSEMBLY

MASTER

PAPI LIGHT

UNIT

ASSEMBLY

SLAVE

PAPI LIGHT

UNIT

ASSEMBLY

SLAVE

PAPI LIGHT

UNIT

ASSEMBLY

SLAVE

3 3 3 3

5 5 54 4

1 1 2 1 1 1 1 1 1

INCOMING POWER FEED 6.6 AMPS

CONSTANT CURRENT

INDICATES

PRIMARY

PLUG

INDICATES

SECONDARY

RECEPTACLE

INDICATES

SECONDARY

PLUG

INDICATES

PRIMARY

RECEPTACLE

INDICATES FIELD

WATERPROOF

CUSTOMER SPLICE

CONCRETE BASE

1" PVC WITH #4 GND

3/4" X 10'-0"

GROUND ROD

SECTIONAL VIEW

2" SCH 40 PVC

CONDUIT BETWEEN

PAPI LIGHT UNITS

ANCHOR ROD

AIM TOWARD

THRESHOLD

EXPANSION

JOINT (TYP)

EXOTHERMIC

CONNECTION

L-880 3-LAMP LIGHT UNIT

(TYP FOR 4 LIGHT UNITS

IN SYSTEM)

FRANGIBLE

COUPLING (TYP)

WATER-TIGHT

FLEXIBLE CONDUIT

BREAKABLE COUPLING AS

SPECIFIED BY PAPI MANUFACTURER

INTERNAL GROUND LUG

FINISHED

GRADE

5'-0"

LIGHT BASE, FAA

L-867, SIZE D

LIGHT

ELEVATION

AS SHOWN

ON CONTRACT

DRAWINGS

1'-0"

10'-0" 6"

ADJUST LEG

HEIGHT AS

REQUIRED

4' -0

" M

N D

O W

VARIES BY MANUFACTURER'S INSTALLATION DIAGRAM

2" TY

REINFORCEMENT WELDED WIRE FABRIC

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" OF

HORIZONTAL PLANE.

3. THE FRONT FACE OF EACH LIGHT UNIT IN A BAR MUST BE

LOCATED ON A LINE PERPENDICULAR TO THE RUNWAY

CENTERLINE WITHIN A TOLERANCE OF ±1".

4. DIMENSIONS ARE APPROXIMATE AND MUST BE COORDINATED

WITH PAPI MANUFACTURER.

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

CONTRACT DOCUMENTS.

CONCRETE

MOW PAD

CONCRETE

MOW PAD

N O

4'-0" THICK CONCRETE SLAB WITH

LIGHT BROOM FINISH

PAPI

SUPPORT LEG

(TYP FOR 3)

PAPI

REFERENCE

POINT

PAPI OUTLINE

1" PVC WITH

GROUND WIRE

EXPANSION JOINT

2" SCH 40 PVC (TYP)

2" CONDUIT TO NEXT PAPI UNIT

MOW PAD - 4" THICK

WITH WIRE MESH, 1/2"

CHAMFER

L-867D DEEP BASE CAN,

2'-0" DEEP

DUCT

SEAL

EXOTHERMIC

TEE-CONNECTION

3/4" X 10'-0" MIN

COPPERCLAD GROUND

ROD WITH EXOTHERMIC

TEE-CONNECTION5'-0"

2'-0" 8"

10'-0"

5'-0"

1'-0" MIN

SLIP-FITTER/RUBBER

GROMMET (TYP)

AIM TOWARD

THRESHOLD

DRAWING NOTES - FIGURE 65B:

#6 SOLID BARE COPPER

(AIR FORCE/ ARMY)

#4 STRANDED BARE COPPER

(NAVY)

TO NEXT PAPI

TO NEXT

PAPI

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" OF HORIZONTAL PLANE.

3. THE FRONT FACE OF EACH LIGHT UNIT IN A BAR MUST BE LOCATED ON A LINE PERPENDICULAR TO THE

RUNWAY CENTERLINE WITHIN A TOLERANCE OF ±1".

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

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

RUNWAY CENTERLINE

CROWN

CALCULATIONS - PAPI 23

PAPI LIGHT ELEVATION

(D = ) * TAN (3°)

THRESHOLD CROSSING EL

THRESHOLD ELEVATION

THRESHOLD CROSSING HT

RUNWAY SLOPE (%) = VARIES

RUNWAY SLOPE DIRECTION

* PAPI IS SITED ON A RUNWAY END WITH A GLIDE SLOPE.

CENTERLINE

OF PAPI LIGHT

ELEVATION = 2422.06'

30'-0" 30'-0" 30'-0"

THRESHOLD CROSSING

HEIGHT = 49.99'

OBSTACLE CLEARANCE

SURFACE

4 STATUE MILE RADIUS

THRESHOLD

ELEVATION = 2419.71' STA 0+00

RUNWAY CENTERLINE

PAPI

(4 BOX)

EDGE OF

PAVEMENT

CLEXISTING ELEVATION = 2422.06' STA 09+09.00

R/W 23

PROPOSED

GLIDESLOPE

ANTENNA

STA 10+00

AIMING ANGLE

NORMAL APPROACH - 3.0 DEGREES

AIMING ANGLE 1° 50' - OBSTACLE CLEARANCE SURFACE

10°

300'-0"

909'-0"

125'-0" FOR 150'-0" WIDE RUNWAY

SCALE: NTS

PAPI ELEVATION

FLASH HEAD

PRIMARY

UNIT

SECONDARY

UNIT

TRIGGER SYNCHRONIZATION

AS REQUIRED BY MANUFACTURER

SERIES RUNWAY LIGHTING CIRCUIT

L-830 ISOLATION

TRANSFORMER

L-830

ISOLATION

TRANSFORMER

HIGH INTENSITY ALSF-1/SSALR WIRING DIAGRAMK14 SCALE: NTS

FAA L-880 STYLE B PAPI (CONSTANT CURRENT) SYSTEM WIRING DIAGRAMF14 SCALE: NTS

PAPI LIGHT HOUSING ELEVATIONA10 SCALE: NTS

PAPI LIGHT HOUSING - PLANH7 SCALE: NTS

L849I(L)RIEL SYSTEM SCHEMATIC WIRING DIAGRAMH1 SCALE: NTS

RUNWAY 23 OBSTACLE CLEARANCE SURFACESA1 SCALE: NTS

NOTE: USE MANUFACTURER SUPPLIED

WIRING DIAGRAM FOR SEQUENCE

FLASHERS

4' -0

6'-0"

AutoCAD SHX Text

UNIT A

AutoCAD SHX Text

UNIT B

AutoCAD SHX Text

UNIT C

AutoCAD SHX Text

UNIT D

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

D R

EA512

L-867 SIZE B CLASS I LIGHT BASE W/ 3/8"

STEEL COVER (NOTE 3)

FLEXIBLE PVC

CONDUIT (TYP)

EMT CONDUIT PER

MANUFACTURER'S

REQUIREMENTS (TYP)

3/4" Ø X 10'-0" GROUND

ROD

TO R/W CKT TO REIL SLAVE UNIT

#4 BARE COPPER

2" (53mm) ELBOWS RGS

TO REIL MASTER UNIT

NOTE 2

EMT FLEXIBLE CONDUIT

PER MANUFACTURER'S

REQUIREMENTS (TYP)

3/4" Ø X 10'-0" GROUND

ROD

#4 BARE COPPER

EXOTHERMIC WELD

EXTERNAL GROUND LUG

GROUNDING CLAMP

3/4" SCH 40 PVC

EXOTHERMIC WELD

3/4" SCH 40 PVC

2" ELBOW RGS

FRANGIBLE COUPLING (TYP)

2" RGS COUPLING (TYP)

FRANGIBLE COUPLING (TYP)

2" RGS COUPLING (TYP)

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" 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 MOUNTED

SEPARATELY.

4. WIRE PER MANUFACTURER'S REQUIREMENTS.

5. INCOMING POWER WIRING AND CONDUIT NOT INDICATED FOR CLARITY. POWER WIRING MAY ENTER L-867

LIGHT BASE IN A SEPARATE CONDUIT FROM THE SERIES CIRCUIT LIGHTING CABLES.

1'-8"

(TYP)

1'-6"

(TYP)

1'-8"

(TYP)

DRAIN CONDUIT

(NOTE 8)

NOTES 6 AND 7

#6 COUNTERPOISE WITH EXOTHERMIC

CONNECTION AS REQUIRED

COUNTERPOISE

(TYP)

CIRCUIT ID

MARKER (TYP)

NOTES 6 AND 7

GROUND ROD

3/4" X 10'-0"

(TYP)

1' -8

1' -0

2'-0"

(TYP)

1'-0"

(TYP)

6" (T

3/8 COVER PLATE AND NEOPRENE GASKET

REINFORCING

2" PVC MALE ADAPTER (TYP)

2" SCH 40 PVC CONDUIT (TYP)

L-867D, 1'-4" Ø X 2'-0" DP

CONCRETE

EXTERNAL GROUND

LUG CONNECTION

#6 COUNTERPOISE

2' -0

1" M

PLAN

74 SCALE: NTS

SECTION

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" OUTSIDE OF PLAZA CONCRETE.

3. ORIENT PLAZA AS INDICATED ON LAYOUT PLAN SHEETS.

4. CONTRACTOR MUST PROVIDE A 2" 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 RODS PER PLAZA

LOCATED AT OPPOSITE CORNERS MUST BE PROVIDED.

COUNTERPOISE MUST BE LOCATED NOMINALLY 12" BELOW

EXISTING GRADE.

6. CONTRACTOR MUST LABEL 2 ENDS OF EACH JUNCTION CAN

PLAZA (JCP) BY IMPRESSING THE JCP IDENTIFICATION

NUMBER INTO THE CONCRETE FOUNDATION DURING

PLACEMENT. LETTERS AND NUMBERS MUST BE 4" IN HEIGHT,

PROPORTIONAL IN WIDTH, AND HAVE A STROKE WIDTH OF 1/2"

AND 1/4" 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. SEE FIGURE 76

FOR CONNECTION TO JUNCTION CANS.

REIL MASTER UNIT INSTALLATIONL15 SCALE: NTS

REIL SLAVE UNIT INSTALLATIONF16 SCALE: NTS

JUNCTION CAN PLAZA, TYPE AA11 SCALE: NTS (AIR FORCE ONLY)

SCALE: NTS

DRAWING NOTES

1. DO NOT CONNECT COUNTERPOISE TO THE TRANSFORMER BASE.

CONNECT TRANSFORMER BASE AND COUNTERPOISE TO SEPARATE

GROUND RODS.

2. SIGN PAD MUST HAVE A 1" CHAMFER ON ALL EXPOSED HORIZONTAL

EDGES. EXTEND PAD 36" CLEAR ON ALL SIDES OF SIGN. SLOPE THE

TOP SURFACE TO DRAIN AWAY FROM SIGN, APPROXIMATELY 1%

(1/8"/FT). THE TOP OF THE PAD MUST BE APPROXIMATELY 1" ABOVE

THE SURROUNDING GRADE.

3. MAXIMUM OVERALL SIGN LENGTH: SIZE 3 - 14'-2".

4. ONE TETHER AT EACH END OF THE SIGN IF SEPARATE SIGN MODULES

ARE CONNECTED TOGETHER WITHIN A CONTINUOUS FRAME.

5. THE FRANGIBILITY POINT MUST BE NO GREATER THAN 3" ABOVE THE

GRADE ADJACENT TO THE PAD.

6. SURROUNDING GRADE MUST SLOPE 1/4" PER FOOT AWAY FROM THE

PAD FOR 15'-0". SOD OR SEED AS REQUIRED.

7. PAD THICKNESS AND REINFORCING WILL VARY DEPENDING ON THE

LENGTH AND NUMBER OF SIGN MODULES INSTALLED AS WELL AS THE

WIND LOADING (JET BLAST) EXPECTED.

FLASH HEAD

PRIMARY

UNIT

SECONDARY

UNIT

TRIGGER SYNCHRONIZATION

AS REQUIRED BY MANUFACTURER

SERIES RUNWAY LIGHTING CIRCUIT

L-830 ISOLATION

TRANSFORMER

L-830

ISOLATION

TRANSFORMER

L849I(L)RIEL SYSTEM SCHEMATIC WIRING DIAGRAMH9 SCALE: NTS

LENGTH=SIGN LENGTH+6.00'

3.00'

#4 BARS EQUALLY

SPACED 18" O.C.

REFER TO PLANS FOR STATION AND OFFSET DISTANCE

RUNWAY GUIDANCE SIGN

1.5'

OVERALL MOUNTING HEIGHT:

SIZE 3 - 3'-0" TO 3'-6"

SIZE 4 - 4'-6" TO 5'-0"

REINFORCING (NOTE 7)

STAINLESS

STEEL

EXPANSION

ANCHOR BOLT

(TYP.)

COMPACTED

SUBGRADE OR

CRUSHED STONE

LAYER FRANGIBLE

COUPLING (TYP.)

NOTE 4

NOTE 5

REINFORCED CONCRETE

SIGN PAD (NOTE 2)

MAX

3/4" X 10'-0"

COPPER-CLAD

STEEL GROUND ROD

3.00'

1.50'

#6 SOLID COPPER

COUNTERPOISE

(SEE NOTE 1)

#6 SOLID COPPER

COUNTERPOISE

(SEE NOTE 1)

FINISHED GRADE

(NOTE 6)

L-867, CLASS I TRANSFORMER

BASE, SIZE B, 1'-0" Ø, 2'-0"

DEEP WITH 3/8" GALVANIZED

STEEL COVER PLATE

L-867 CLASS 1A, SIGN

BASE, 1'-0" Ø X 3" DEEP

2" SCH. 40

PVC

SEE POWER LEG

MOUNTING DETAIL ON

SHEET EA513

6-#5 VERTICAL

BARS EQUALLY

SPACED

6-#4 VERTICAL

BARS EQUALLY

SPACED

#4 TIES EQUALLY

SPACED 1.0' O.C

RDR GUIDANCE SIGN DETAILA3 SCALE: NTS

2" PVC DRAIN

CONNECTED TO

UNDERDRAIN SYSTEM

3' -2

1.00'

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SHEET OF 467

MI ANGB

E O

F M

O F

H N

G Y, ST

N D

N A

N D

C O

R U

O N

N C

, M

T, A N

D B

U D

5, AN

H U

N T, IN

G W

N , W

G E

D B

E, M

U N

E N

C R

H M

T #2

M C

C A

E R

U N

E N

C R

H M

B -3

0% F

S U

D R

EA513

2" SCH 40 PVC TEE OR 90

2" SCH 40 PVC DRAIN (TYP)

2" TO 1 1/2" REDUCING

BUSHING

LIGHTBASE OR JUNCTION CAN (TYP)

DRAWING NOTES - FIGURE 76:

1. SEE LAYOUT PLAN SHEETS FOR LOCATION OF DRAIN CONDUITS.

2. SLOPE DRAIN CONDUITS 1/8" PER FOOT MINIMUM TOWARD DRAINAGE STRUCTURES.

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

WHILE MAINTAINING SLOPE REQUIREMENT.

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

GROUT.

TOP SECTION

OF MANHOLE

1'-0" X 6" X 1/4" (MIN) SEE

'GROUND BUS DETAIL'

MINIMUM #6

BARE STRANDED

GROUND FOR CONSTANT

VOLTAGE CIRCUITS

#4 BARE STRANDED

GROUND

3/4" X 10'-0" GROUND

ROD

BOTTOM SECTION

OF MANHOLE

TO METALLIC

CABLE RACK

SEAL GROUND ROD

OPENING P-605

FACTORY INSTALLED GROUND

LUG ON COVER FRAME

#4 BARE STRANDED GROUND TO

MANHOLE COVER FRAME

1' -0

#4 BARE

STRANDED GROUND

(TO COVER FRAME)

1'-0" X 6" X 1/4" MIN GROUND BUS

#6 TW,

GREEN GROUND

(TO CONDUIT)

OFFSET INSULATOR MOUNT

#4 BARE STRANDED GROUND

(TO GROUND ROD)

INSIDE MANHOLE WALL

1/2"

MIN

NOTE 1

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 NOT CONTAIN 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 CONDUIT INSTALLED AND PLUG OR CAP THE DUCT. THE ROPE MUST BE SECURELY

ATTACHED TO THE PULL IRON IN EACH MANHOLE, OR A STAKE WHERE THE DUCT TERMINATES

UNDERGROUND.

4. ALL MANHOLES MUST BE INSTALLED AS INDICATED ON THE PLANS. COORDINATE FINAL

LOCATION WITH GRADING AND DRAINAGE PLANS. WHEN EXTENDING EXISTING DUCT TO NEW

MANHOLE, PUT MANHOLE IN LINE WITH EXISTING DUCT WHEN POSSIBLE. MANHOLES MUST NOT

BE INSTALLED IN DITCHES, DRAINAGE SWALES OR 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 EITHER SIDE OF THE DUCT AND DETAILED IN THE SUBMITTAL.

9. THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS SHOWING ALL REINFORCING STEEL AND

OTHER CONSTRUCTION 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 AN EMBEDDED ID MARKER AND STAMPED WITH THE DUCT

BANK NUMBER.

1'-2" HORIZONTAL MEMBER

LAY CABLES FLAT ON RACK AND

TIE EACH CABLE TO RACK WITH

NYLON TIE. INSTALL ADDITIONAL

CABLE TAG AT CENTER POINT OF

MANHOLE WALL

STAINLESS STEEL

EXPANSION ANCHORS

PER MANUFACTURES'

RECOMMENDATIONS

INSIDE WALL OF MANHOLE

3' -0

NOTE 1

8" (T

2" (T

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 ALL

AROUND

INSTALL FLUSH +0,

-1/16"

3/ 8"

1/ 2"

1/2"

2" Ø

8" M

3/8" 1/ 4" 1/

1/ 4"

3/ 4"

1/ 8"

ID TEXT (TYPICAL)

PLAN

COMPLETE UNIT

YELLOW BRASS

FINISHED

SURFACE

SECTION A

SECTION

SCALE: NTS

A 80C

DRAWING NOTES - FIGURE 80C:

1. PROVIDE A BRASS SURVEY MARKER WITH ID TEXT STAMPED INTO IT FOR EACH AIRFIELD

LIGHTING MANHOLE.

DRAINS FOR JUNCTION CANSL16 SCALE: NTS (AIR FORCE ONLY)

GROUND BUS DETAILA15 SCALE: NTS

CABLE RACK OPTION DETAILL11 SCALE: NTS

BRASS SURVEY MARKER DETAILE10 SCALE: NTS

#6 GREEN INSULATED GROUND

INTERNAL GROUND LUG (NOTE 1)

L-858 GUIDANCE SIGN

FRANGIBLE COUPLING

NOTE 3

6" TRANSFORMER STAND

NEOPRENE GROMMET

WHERE SPECIFIED

L-823, TYPE II, CLASS A, STYLE 8

SECONDARY CONNECTOR

COPPER CONNECTOR. ONE PER

CONDUCTOR, BOLTED TO

INTERNAL GROUND LUG

CABLE CLAMP

NEOPRENE GROMMET

L-867 CLASS 1A, SIGN

BASE, 1'-0" Ø X 3" DEEP

REINFORCEMENT

(BAR CAGE

DETAIL)

L-823, CONNECTOR

#6 GREEN INSULATED

PRIMARY CIRCUIT SAFETY

GROUND (NOTE 2)

2" THREADED HUB WHERE

REQUIRED

#6 SOLID BARE

COPPER TO

3/4" X 10'-0"

GROUND ROD

ATTACH CABLE TO

GROUND LUG

(NOTE 4)

1/2" EXPANSION JOINT

FILLER MATERIAL

EXOTHERMIC

WELD

DRAWING NOTES

1. SEE SPECIFICATIONS FOR ADDITIONAL GROUNDING REQUIREMENTS INSIDE THE SIGN.

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

3. PROVIDE BOTTOM DRAIN TO UNDERDRAIN SYSTEM.

SIGN BASE POWER LEG MOUNTING DETAILJ1 SCALE: NTS

MAINTAIN MIN 3"

COVER ON REBAR

TIE BAR CAGE

6 - #5 (#15M)

REBAR, LENGTH

AS REQUIRED #4 (#13M) REBAR

TIES

@ 6"± OC

STD 90° HOOK

LIGHT BASE BAR CAGE DETAILF6 SCALE: NTS

LED ARRESTING GEAR MARKER (FAA L-858B)

FAA SIZE 4, STYLE 3, CLASS 1, MODE 3

INTEGRAL LAMP SHORTING SWITCH

ACTUAL DIMENSIONS, BOLT

PATTERN AND CONNECTIONS PER THE MFR.

SEE ELECTRICAL

CONNECTION DETAIL

SIGN BASE AND INSTALLATION MUST BE IN

ACCORDANCE WITH FAA AC 150/5345-18.

VERIFY ARRESTING GEAR MARKER

REQUIREMENTS WITH AIR NATIONAL GUARD.

1.)

2.)

NO…

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File details come from the government source that posted it. Updated Jun 22, 2026.