4a-Runway -100% Drawings_Part 15.pdf

PDF 15 MB Posted Jul 17, 2026

Attached to: 511/23420. JLM; Selfridge ANGB - Airfield Improvements
Solicitation number: RFP 171 260000002245 4
Issued by: Macomb County, Michigan

About this file

Written by GovTribe AI · Jul 20, 2026

This document consists of 100% final design drawings for the Runway Encroachment Solution Project #2 at Selfridge Air National Guard Base in Michigan, prepared by the State of Michigan Department of Technology, State Facilities Administration, Design and Construction Division in Lansing. The project addresses runway encroachment mitigation through airfield improvements and Task 1 modifications. The drawings, issued June 5, 2026, were prepared by Mead & Hunt, Inc. located in Middleton, Wisconsin, and represent sheet 15 of 467 total sheets in the design package. The comprehensive drawings detail runway configuration changes, including the relocation of Runway 01/19 thresholds, clear zones, and associated infrastructure. Runway 01 displaces 2,508 feet with a relocated clear zone spanning 3,000 feet by 3,000 feet, while Runway 19 features 1,100 feet of overrun available as displacement area with a similarly dimensioned relocated clear zone. The project incorporates 8,190 feet of threshold-to-threshold distance and requires relocation of the perimeter road, Irwin Drain, and Rosso Highway corridor, along with blast fence construction and localizer relocation.

The design specifications encompass extensive airfield electrical systems including runway edge lighting with color-coded lens configurations, runway end lights, displaced runway edge lights, approach lighting system fixtures (ALSF-1 classifications), precision approach path indicator (PAPI) systems, and runway distance remaining signage. The electrical vault layout modifications include installation of new ADB-Safegate powerpack bays with 7.5 kilowatt constant current regulators, ferroresonant power supplies, and integration with existing 480-volt switchgear systems serving multiple circuits. The design details comprehensive grounding systems utilizing counterpoise conductors, ground rods, and exothermic welded connections in accordance with NFPA 780 standards. In-pavement and elevated fixture installations are specified with L-868 light bases, isolation transformers, and detailed installation procedures covering excavation, alignment, concrete encasement, and pavement integration. The project includes concrete duct bank installations with multiple conduit configurations, ranging from 16 two-inch through 2-inch schedule 40 PVC conduits with 3-inch minimum concrete encasement, supporting both power and communication systems throughout the airfield.

View the file

Other files

File	Type	Posted
4a-Runway -100% Drawings_Part 7.pdf	PDF	Jul 17, 2026
4b-Runway Specifications.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 5.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 9.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 11.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 14.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part1.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 10.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 16.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 12.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 13.pdf	PDF	Jul 17, 2026
4c-Taxiway A 35% Drawings.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part3.pdf	PDF	Jul 17, 2026
2-Attachment A - Cost Details (511.23420.JLM).xlsx	XLSX spreadsheet	Jul 17, 2026
1-CM RFP (511.23420.JLM).pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 6.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 8.pdf	PDF	Jul 17, 2026
4a-Runway -100% Drawings_Part 4.pdf	PDF	Jul 17, 2026
3-Attachment B - Sample CM Contract (Rev04-26).pdf	PDF	Jul 17, 2026

Show all 19

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

X X X

X X

XXX

X X

UY GUY GUY GUY

G U

SB# 12

SB# 11

G U

R /W

R/W

R/W R/W

R/W

R /W

XXXX

X X

XXXXXXX

X X

X X X

80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00

BH#03

BH#01

BH#02

BH#04

BH#05

BH#06

BH#07

BH#08

BH#09

BH#10

BH#33

BH#12

BH#11

18"

B B B

P P

G O

Y W

W W

O G

Y G

O G

Y G

O G

B B B

G O

G Y

G O

G Y

G O

O G

R R

R RR R

R R R R

R R

R R W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

W W Y W Y W Y W Y W

Y W

R Y

Y WY WY WY WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW W

W W

W Y

R R

R YR YR YR YR Y

R Y

R R

R RR R

R Y R Y R Y R Y R Y

R R

R RR R R Y

R Y Y W Y W

PLZ

W Y

Y W

P P

P TEMP PAPI TEMP PAPI

PLZPLZ

B B

B B B B B B

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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

N E

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

I.S.H. 94

JEFFERSON AVE.

TAXIWAY B

TAXIWAY G

N. RIVER RD.

S. PER

ETER

TAXIWAY A

EXISTING BLAST

PAD

EXISTING

HAMMERHEAD

EXISTING

RUNWAY 01

THRESHOLD

2,508' OF RUNWAY DISPLACEMENT AREA

1,500'

RELOCATED

RUNWAY 01

CLEAR ZONE

(3,000' X 3,000')

NEW

HAMMERHEAD

EXISTING RUNWAY 19

THRESHOLD

690'

1100.00'

OVERRUN AVAILABLE

AS DISPLACEMENT

AREA

200.00'

BLAST PAD

RELOCATED

RUNWAY 19

THRESHOLD

RELOCATED

CLEAR ZONE

GRADED AREA

(1,000' X 2,000')

RELOCATED

RUNWAY 19

CLEAR ZONE

(3,000' X 3,000')

RELOCATED PERIMETER ROAD, IRWIN

DRAIN, AND ROSSO HWY CORRIDOR.

8,190' THRESHOLD TO THRESHOLD

30' ESMT FOR

INGRESS/EGRESS

CONSTRUCT BLAST

FENCE

RELOCATE LOCALIZER

TAXIWAY A

RELOCATED

RUNWAY 01

THRESHOLD

D R

P O

H T

S C

R L

U T

EA172

NEW RUNWAY

DISTANCE REMAINING

SIGN LEGENDS, TYP.

NEW RUNWAY EDGE

LIGHT LENS COLOR

BIDIRECTIONAL

WHITE/WHITE, TYP.

NEW RUNWAY EDGE

LIGHT LENS COLOR

BIDIRECTIONAL

YELLOW/WHITE, TYP.

(WHITE TOWARDS

THE APPROACH END,

YELLOW FOR

CAUTION ZONE)

NEW RUNWAY EDGE

LIGHT LENS COLOR

BIDIRECTIONAL

WHITE/YELLOW,

TYP. (WHITE

TOWARDS THE

APPROACH END,

YELLOW FOR

CAUTION ZONE)

NEW RUNWAY END LIGHT

LENS COLOR

BIDIRECTIONAL RED/RED,

TYP. (NOT TO SCALE)

NEW DISPLACED

RUNWAY EDGE LIGHT

LENS COLOR

BIDIRECTIONAL

RED/RED, TYP.

NEW RUNWAY ALSF-1

LIGHT LENS COLORS

UNIDIRECTIONAL, TYP.

(COLORS AND

ADDITIONAL

SEQUENCED FLASHER

LIGHT OR OTHER

ADDITIONAL LIGHTS

BASED ON LIGHT BAR

STATION)

NEW RUNWAY END LIGHT

LENS COLOR

BIDIRECTIONAL RED/RED,

TYP. (NOT TO SCALE)

NEW RUNWAY ALSF-1

LIGHT LENS COLORS

UNIDIRECTIONAL, TYP.

(COLORS AND

ADDITIONAL

SEQUENCED FLASHER

LIGHT OR OTHER

ADDITIONAL LIGHTS

BASED ON LIGHT BAR

STATION)

NEW RUNWAY THRESHOLD

LIGHT BAR LENS COLOR

UNIDIRECTIONAL GREEN, TYP.

(GREEN TOWARDS THE

APPROACH END)). LIGHTS

IN-LINE WITH EDGE LIGHTS ARE

BIDIRECTIONAL GREEN/YELLOW

(NOT TO SCALE)

NEW DISPLACED

RUNWAY EDGE LIGHT

LENS COLOR

BIDIRECTIONAL

RED/RED, TYP.

196.97' TYPICAL LIGHT

SPACING FROM END TO END

1008'

TRUE N

PLAN

NORTH

00 500 1000

NEW DISPLACED RUNWAY EDGE LIGHT

LENS COLOR BIDIRECTIONAL

RED/YELLOW, TYP. (RED TOWARDS THE

APPROACH END, YELLOW FOR CAUTION

ZONE)

OVERRUN AVAILABLE

AS DISPLACEMENT

AREA

NEW RUNWAY THRESHOLD LIGHT

BAR LENS COLOR

UNIDIRECTIONAL GREEN, TYP.

(GREEN TOWARDS THE

APPROACH END)). LIGHTS IN-LINE

WITH EDGE LIGHTS ARE

BIDIRECTIONAL GREEN/YELLOW

(NOT TO SCALE)

AutoCAD SHX Text

JOY GATE

AutoCAD SHX Text

GPN-12 SITE

AutoCAD SHX Text

SMALL

AutoCAD SHX Text

ARMS

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

'C' ST.

AutoCAD SHX Text

'D' ST.

AutoCAD SHX Text

LAUNCH

AutoCAD SHX Text

BOAT

AutoCAD SHX Text

DNR

AutoCAD SHX Text

AutoCAD SHX Text 20181

AutoCAD SHX Text 20180

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

PRIVATE INDUSTRIAL PARK

AutoCAD SHX Text

DNR YARD

AutoCAD SHX Text

AT&T

AutoCAD SHX Text

'E' ST.

AutoCAD SHX Text

MARINA

AutoCAD SHX Text

LAUNCH

AutoCAD SHX Text

4781PG

AutoCAD SHX Text

MAIN GATE

AutoCAD SHX Text

DTE

AutoCAD SHX Text

ASR

AutoCAD SHX Text

SOUTHWEST

AutoCAD SHX Text

LANDFILL

AutoCAD SHX Text

EOD

AutoCAD SHX Text

AOC

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

(QTY:18)

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

(QTY:25)

AutoCAD SHX Text

(QTY:25)

AutoCAD SHX Text

CONC PKG

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

4781PG

AutoCAD SHX Text

4781PG

AutoCAD SHX Text

JOY GATE

AutoCAD SHX Text

GPN-12 SITE

AutoCAD SHX Text

SMALL

AutoCAD SHX Text

ARMS

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

'C' ST.

AutoCAD SHX Text

'D' ST.

AutoCAD SHX Text

LAUNCH

AutoCAD SHX Text

BOAT

AutoCAD SHX Text

DNR

AutoCAD SHX Text

AutoCAD SHX Text 20181

AutoCAD SHX Text 20180

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

PRIVATE INDUSTRIAL PARK

AutoCAD SHX Text

DNR YARD

AutoCAD SHX Text

AT&T

AutoCAD SHX Text

'E' ST.

AutoCAD SHX Text

MARINA

AutoCAD SHX Text

LAUNCH

AutoCAD SHX Text

4781PG

AutoCAD SHX Text

MAIN GATE

AutoCAD SHX Text

DTE

AutoCAD SHX Text

ASR

AutoCAD SHX Text

SOUTHWEST

AutoCAD SHX Text

LANDFILL

AutoCAD SHX Text

EOD

AutoCAD SHX Text

AOC

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

(QTY:18)

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

(QTY:25)

AutoCAD SHX Text

(QTY:25)

AutoCAD SHX Text

CONC PKG

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

4781PG

AutoCAD SHX Text

4781PG

AutoCAD SHX Text

BH#03

BH#01

BH#02

BH#04

BH#05

BH#06

BH#07

BH#08

BH#09

BH#10

BH#33

BH#12

BH#11

18"

X X

X X X

X X

XXXX

X X

UY GUY GUYGUY

G U

Y G

U Y

G U

C/EC/E

C/E C/E

C /E

R /W

R/W

R/W R/W

R/W

R /W

XXXXX

X X

XXXXXXX

X X

X X X

80+00 90+00 100+00 110+00 120+00 130+00 140+00 150+00 160+00 170+00 180+00 190+00 200+00 210+00 220+00 230+00

TWY B TWY B

TWY B

R19 R

R19 R19

R19 R19 R19 R19 R19 R19 R19 R19 R19

R19R19R19R19R19R19R19R19R19

ALS-1N

ALS-1N ALS-1N ALS-1N ALS-1N ALS-1N ALS-1N ALS-1N ALS-1N ALS-1N

ALS-2N

ALS-2N ALS-2N ALS-2N ALS-2N ALS-2N ALS-2N ALS-2N ALS-2N ALS-2N

ALS-3N

ALS-3N ALS-3N ALS-3N ALS-3N ALS-3N ALS-3N ALS-3N ALS-3N ALS-3NALS-1S

S-

S- 1S

S-

PAPI 1

PAPI 19

PAPI 19 PAPI 19 PAPI 19 PAPI 19 PAPI 19 PAPI 19

SFL-N

SFL-N SFL-N SFL-N SFL-N SFL-N SFL-N SFL-N SFL-N SFL-N

SFL-S

L-

L- S

L-

SFL-S

R1 R

R1R1R1R1R 1R1R1

R1 R1 R1 R1 R1 R1 R1 R1

R1R1R1

RDR

R D

RDR

RDR RDR RDR RDR RDR RDR RDR RDR RDR RDR RDR RDR

RDR RDRRDR RDR RDR RDR RDR RDR RDR

4800V

ALS-3S

S-

S- 3S

S-

ALS-2S

S-

S- 2S

S-

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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

P O

D C

O U

EA173

RUNWAY 01-19

TAXIWAY A

EXISTING ELECTRICAL VAULT

LEGEND:

RUNWAY 01 CIRCUIT

RUNWAY 19 CIRCUIT

RUNWAY DISTANCE REMAINING (RDR) CIRCUIT

ALSF 1 NORTH CIRCUIT

ALSF 2 NORTH CIRCUIT

ALSF 3 NORTH CIRCUIT

ALSF 1 SOUTH CIRCUIT

ALSF 2 SOUTH CIRCUIT

ALSF 3 SOUTH CIRCUIT

PAPI 01 CIRCUIT

PAPI 19 CIRCUIT

SFL NORTH CIRCUIT

SFL SOUTH CIRCUIT

TAXIWAY FUTURE BRAVO/ EXISTING KILO CIRCUIT

SOUTH HAMMERHEAD CIRCUIT

NORTH GLIDESLOPE POWER

SOUTH GLIDESLOPE POWER

NORTH LOCALIZER POWER

SOUTH LOCALIZER POWER

RELOCATED GLIDESLOPE ANTENNA, SHELTER,

AND MISCELLANEOUS ELECTRICAL

GLIDESLOPE

CRITICAL AREA

RELOCATED GLIDESLOPE ANTENNA, SHELTER,

AND MISCELLANEOUS ELECTRICAL

GLIDESLOPE

CRITICAL AREA

TRUE N

PLAN

NORTH

00 6000 12000

HOMERUN TO VAULT

AutoCAD SHX Text

JOY GATE

AutoCAD SHX Text

GPN-12 SITE

AutoCAD SHX Text

SMALL

AutoCAD SHX Text

ARMS

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

'C' ST.

AutoCAD SHX Text

'D' ST.

AutoCAD SHX Text

LAUNCH

AutoCAD SHX Text

BOAT

AutoCAD SHX Text

DNR

AutoCAD SHX Text

AutoCAD SHX Text 20181

AutoCAD SHX Text 20180

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

PRIVATE INDUSTRIAL PARK

AutoCAD SHX Text

DNR YARD

AutoCAD SHX Text

AT&T

AutoCAD SHX Text

'E' ST.

AutoCAD SHX Text

MARINA

AutoCAD SHX Text

LAUNCH

AutoCAD SHX Text

4781PG

AutoCAD SHX Text

MAIN GATE

AutoCAD SHX Text

DTE

AutoCAD SHX Text

ASR

AutoCAD SHX Text

SOUTHWEST

AutoCAD SHX Text

LANDFILL

AutoCAD SHX Text

EOD

AutoCAD SHX Text

AOC

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

(QTY:18)

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

(QTY:25)

AutoCAD SHX Text

(QTY:25)

AutoCAD SHX Text

CONC PKG

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

4781PG

AutoCAD SHX Text

4781PG

AutoCAD SHX Text

JOY GATE

AutoCAD SHX Text

GPN-12 SITE

AutoCAD SHX Text

SMALL

AutoCAD SHX Text

ARMS

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

'C' ST.

AutoCAD SHX Text

'D' ST.

AutoCAD SHX Text

LAUNCH

AutoCAD SHX Text

BOAT

AutoCAD SHX Text

DNR

AutoCAD SHX Text

AutoCAD SHX Text 20181

AutoCAD SHX Text 20180

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

PRIVATE INDUSTRIAL PARK

AutoCAD SHX Text

DNR YARD

AutoCAD SHX Text

AT&T

AutoCAD SHX Text

'E' ST.

AutoCAD SHX Text

MARINA

AutoCAD SHX Text

LAUNCH

AutoCAD SHX Text

4781PG

AutoCAD SHX Text

MAIN GATE

AutoCAD SHX Text

DTE

AutoCAD SHX Text

ASR

AutoCAD SHX Text

SOUTHWEST

AutoCAD SHX Text

LANDFILL

AutoCAD SHX Text

EOD

AutoCAD SHX Text

AOC

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

(QTY:18)

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

(QTY:25)

AutoCAD SHX Text

(QTY:25)

AutoCAD SHX Text

CONC PKG

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

5006 SECURITY FENCE

AutoCAD SHX Text

4781PG

HGA

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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

N G

ES101

GENERATOR ROOM

STORAGE ROOM

OFFICE

ELECTRICAL

ROOM

AIRFIELD SWITCHGEAR ROOM

WORK TABLES

W O

R K

C H

(UPPER)

FUTURE

(LOWER)

SPARE

30 kW (6.6A)

(UPPER)

R/W N. END

30 kW

(LOWER)

RDR

10 kW

(UPPER)

SPARE 30 kW

20A OUT

(LOWER)

SAL-2

30 kW

(UPPER)

R/W S. END

30 kW

(LOWER)

T/W G 20 kW

(UPPER)

SAL-1

30 kW

(LOWER)

E. T/W 20 kW

(UPPER)

N. THRESHLD

30 kW

(LOWER)

S. HAMMER

10 kW

LINE

UP-1.

480V, 600A

MAIN

LINE

UP-2.

480V, 600A

MAIN

CABLE

TRAY

CAB.

(LOWER)

SPARE 30 kW

20 A OUT

(UPPER)

W. T/WY E

10 kW

(LOWER)

T/W E-2 10 kW

(UPPER)

SPARE 30 kW

6.6 A OUT

(LOWER)

S. HAMMER

10 kW

(UPPER)

ALS-3

30 kW

(LOWER)

B. SOUTH

20 kW

(UPPER)

ALS-2

30 kW

(LOWER)

B. NORTH

20 kW

(UPPER)

ALS-1

30 kW

(UPPER)

S. THRESHLD

30 kW

(LOWER)

T/W K 20 kW

5 13 2 1 4

1 1 1 1 1

2223417

3 5 1 1 1 1

10 119

14 15

EXISTING EQUIPMENT TABLE

ITEM # DESCRIPTION ACTION

30 kW CCR, 5 STEP 480V INPUT, 20A OUTPUT EXISTING TO REMAIN

20 kW CCR, 3 STEP 480V INPUT, 6.6A OUTPUT EXISTING TO REMAIN

10 kW CCR, 3 STEP 480V INPUT, 6.6A OUTPUT EXISTING TO REMAIN

10 kW CCR, 5 STEP 480V INPUT, 6.6A OUTPUT EXISTING TO REMAIN

30 kW CCR, 5 STEP 480V INPUT, 6.6A OUTPUT EXISTING TO REMAIN

600A, 480V, 3 PH, SWITCHGEAR

MAIN EXISTING TO REMAIN

EXISTING EQUIPMENT TABLE (CONTINUED)

ITEM # DESCRIPTION ACTION

CABLE TRAY CABINET REMOVE,. MODIFY AS

SHOWN ON ES102

VAULT ALCMS RACK ASSEMBLY EXISTING TO REMAIN

50 kVA XFMR, 480V, 1PH

PRIMARY, 2400V SECONDARY

FOR SEQUENCE FLASHERS

EXISTING TO REMAIN

800A, 480V, 3PH MAIN EXISTING TO REMAIN

800A, 480V, ATS

W/OVERLAPPING NEUTRAL AND

BYPASS ISOLATION SW

EXISTING TO REMAIN

800A, 480V, 3 PH, MDPV

PANELBOARD EXISTING TO REMAIN

EXISTING EQUIPMENT TABLE (CONTINUED)

ITEM # DESCRIPTION ACTION

100A, 480V, 3 PH, RPV

PANELBOARD EXISTING TO REMAIN

30 kVA, 480V D PRIMARY TO 208

Y SECONDARY FOR RTV EXISTING TO REMAIN

TG3-TVSS EXISTING TO REMAIN

GROUND BUS EXISTING TO REMAIN

COMMUNICATION CABINETS EXISTING TO REMAIN

L-854 PILOT CONTROL RADIO EXISTING TO REMAIN

GENERAL ELEMENTS ACE2 EXISTING TO REMAIN

350 kW

GENSET

SPLICE CABINET SPLICE CABINET

EXISTING 24"W x 6"D

CABLE TRAY

EXISTING VAULT PLANA1 SCALE: NTS

HGA

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

ES102

GENERATOR ROOM

STORAGE ROOM

OFFICE

AIRFIELD SWITCHGEAR ROOM

WORK TABLES

W O

R K

C H

ELECTRICAL

ROOM

(UPPER)

ALS-1-S

30 kW (20A)

(LOWER)

SPARE

30 kW (6.6A)

(UPPER)

R/W N. END

30 kW

(LOWER)

RDR

10 kW

(UPPER)

SPARE 30 kW

20A OUT

(LOWER)

ALS-2-S

30 kW

(UPPER)

R/W S. END

30 kW

(LOWER)

T/W G 20 kW

(UPPER)

ALS-3-S

30 kW

(LOWER)

E. T/W 20 kW

(UPPER)

N. THRESHLD

30 kW

(LOWER)

S. HAMMER

10 kW

LINE

UP-1.

480V, 600A

MAIN

LINE

UP-2.

480V, 600A

MAIN

(LOWER)

SPARE 30 kW

20 A OUT

(UPPER)

W. T/WY E

10 kW

(LOWER)

T/W E-2 10 kW

(UPPER)

SPARE 30 kW

6.6 A OUT

(LOWER)

S. HAMMER

10 kW

(UPPER)

ALS-3

30 kW

(LOWER)

B. SOUTH

20 kW

(UPPER)

ALS-2

30 kW

(LOWER)

B. NORTH

20 kW

(UPPER)

ALS-1

30 kW

(UPPER)

S. THRESHLD

30 kW

(LOWER)

T/W K 20 kW

5 13 2 1 4

1 1 1 1 1

222341

3 5 1 1 1 1

10 119

14 15

350 kW

GENSET

19(LOWER)

PAPI N-7.5 kW

6.6 A OUT

(UPPER)

PAPI S-7.5 kW

6.6 A OUT

PROPOSED EQUIPMENT TABLE

ITEM # DESCRIPTION ACTION

NEW POWERPACK BAY, 7.5 kW

CCR, 3 STEP 480V INPUT, 6.6A

OUTPUT, FERRORESONANT

FURNISH AND INSTALL

NEW POWERPACK, 30 kW CCR, 5 STEP 480V INPUT, 20A

OUTPUT, FERRORESONANT

FURNISH AND INSTALL

24"W x 6"D ENCLOSED, STAINLESS STEEL CABLE TRAY FURNISH AND INSTALL

EXISTING 24"W x 6"D

CABLE TRAY

GENERAL INSTALLATION NOTES:

1. REMOVE EXISTING CABLE TRAY CABINET TO MAKE ROOM FOR NEW POWERPACK BAY.

2. EXTEND EXISTING CABLE TRAY TO NEW POWERPACK BAY.

3. INSTALL NEW 24"W X 6"D, ENCLOSED CABLE TRAY TO REPLACE EXISTING CABLE TRAY CABINET. FASTEN NEW CABLE TRAY TO THE

EXTERIOR OF THE NEW POWERPACK BAY AND JOIN TO EXISTING CABLE TRAY.

4. INSTALL A NEW ADB-SAFEGATE POWERPACK BAY AT THE END OF EXISTING LINE UP 2 SWITCH GEAR REGULATOR SYSTEM, CLASS 1, STYLE 1, 7.5 kW AS SHOWN ON THIS SHEET. INSTALLATION SHALL INCLUDE CONNECTING TO EXISTING 600A BUS.

5. INSTALL 120V UPS POWER TO NEW ACE UNITS.

6. CONNECT NEW ACE UNITS TO EXISTING REDUNDANT CONTROL AND MONITORING COMMUNICATION NETWORK.

7. INSTALLATION OF NEW ADB-SAFEGATE EQUIPMENT SHALL INCLUDE GRAPHICS MODIFICATIONS TO REFLECT NEW RUNWAY/TAXIWAY GEOMETRY. SOFTWARE MODIFICATIONS SHALL INCLUDE THE REPROGRAMMING OF EXISTING RDR REGULATOR TO OPERATE ON A

SINGLE INTENSITY (5.5A).

8. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND SHALL COORDINATE ALL ASPECTS OF THE SYSTEM UPGRADE, INCLUDING REQUIRED MODIFICATIONS TO THE SOFTWARE AND GRAPHICS INTERFACE.

9. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING AND ORDERING EQUIPMENT.

10. THIS WORK MUST BE COORDINATED WITH THE ANG BASE ENGINEERING AND MAINTENANCE TO INSURE THE CONTINUOUS OPERATION OF EXISTING LIGHTING CIRCUITS DURING PERIODS OF DARKNESS OR IFR WEATHER CONDITION.

11. ALL WORK MUST CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND LOCAL AGENCY HAVING JURISDICTION.

12. ALL WORK MUST BE PERFORMED IN A WORKMAN LIKE MANNER, ADHERING TO ESTABLISHED TRADE STANDARDS.

13. CONNECT NEW SFL 1 AND SFL19 MASTER CONTROL POWER TO EXISTING 50 kVA TRANSFORMER (ITEM #9)

EXISTING VAULT PLANA1 SCALE: NTS

SEE NOTE 12

SEE NOTE 7

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

EA501

FIGURE: 1A

DRAWING NOTES

1. DUCTS UNDER PAVEMENT MUST BE CONCRETE ENCASED WITH A MINIMUM OF 3" CONCRETE ENCASEMENT ON

TOP, BOTTOM, AND SIDES. DUCTS UNDER TURF MUST BE INSTALLED IN A BED OF SAND BACKFILL.

2. LOCATE COUNTERPOISE HALF WAY BETWEEN FULL-STRENGTH RUNWAY OR TAXIWAY PAVEMENT AND CENTER

LINE OF LIGHT BASE CANS. INSTALL COUNTERPOISE 8" 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 EXISTING

PAVEMENT.

3" 3"

BACKFILL (NOTE 1)

#6 SOLID BARE COPPER

COUNTERPOISE (NOTE 2)

2" SCH 40 PVC WITH

CONDUCTORS AS REQUIRED

(NOTE 3)

BACKFILL MATERIAL AND

COMPACTION AS SPECIFIED

IN CONTRACT DOCUMENTS

FINISHED GRADE

4" TOPSOIL OR

SHOULDER PAVEMENT

(NOTE 4)

8" N

1' -6

" M

(N O

DISTANCE = X

(NOTE 2)

DISTANCE = X/2

(NOTE 2)

FULL STRENGTH

PAVEMENT

CENTER LINE OF LIGHT BASE CANS

#6 SOLID BARE COPPER

COUNTERPOISE

LIGHT BASE CAN (TYP)

'-0

" M

M G

R O

U N

D R

O D

(N O

GROUNDING LUG

ON OUTSIDE

(NOTE 2)

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

GROUNDING FOR ISLOLATED LIGHT BASE CANS

CENTER LINE OF LIGHT BASE CANS

COUNTERPOISE

LIGHT BASE CAN (TYP)

(NOTE 2)

DISTANCE = X

(NOTE 1)

DISTANCE = X/2

(NOTE 1)

FULL STRENGTH

PAVEMENT

DISTANCE = X

(NOTE 1)

DISTANCE = X/2

(NOTE 1)

FULL STRENGTH

PAVEMENT

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

(NOTE 3)

TOPSOIL OR

SHOULDER

PAVEMENT

TOPSOIL OR

SHOULDER

PAVEMENT

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

DISTANCE = X

(NOTE 4)

DISTANCE = X/2

(NOTE 4)

DISTANCE = X/2

(NOTE 4)

FULL STRENGTH

PAVEMENT CENTER LINE OF

LIGHT BASE CANS

EXOTHERMIC WELD CONNECTION

TO 3/4" X 10'-0" GROUND ROD

(NOTE 3)

LIGHT BASE CAN WITH

LIGHT FIXTURE

CONCRETE AND REINFORCEMENT

CAGE, IF PROVIDED

#4 STRANDED BARE

COPPER COUNTERPOISE

(NOTE 4)

#6 SOLID BARE

COPPER CABLE (TYP)

EXOTHERMIC WELD TO

REINFORCEMENT CAGE

(NOTE 2)

ONE-HOLE EXOTHERMIC

LUG (NOTE 1)

ONE-HOLE LUG INTEGRAL

WITH BASE CAN (NOTE 1)

STAINLESS STEEL

OR BRONZE BOLTED

HARDWARE (NOTE 1)

TOPSOIL OR SHOULDER

PAVEMENT

3/4" X 10'-0" GROUND

ROD (NOTE 5)

DRAWING NOTES

FIGURE: 2A

DRAWING NOTES

1. LOCATE COUNTERPOISE HALF WAY BETWEEN FULL STRENGTH RUNWAY OR TAXIWAY PAVEMENT AND CENTER LINE OF

LIGHT BASE CANS. INSTALL COUNTERPOISE 8" 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", THE CANS ARE ISOLATED AND MUST EACH HAVE A GROUND ROD.

4. INSTALL COUNTERPOISE GROUND RODS EVERY 2000' MAXIMUM ON STRAIGHT RUNS OF DUCTS/CONDUITS

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 STAINLESS STEEL 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" 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 CENTER LINE OF

LIGHT BASE CANS.

5. INSTALL THE GROUND ROD ON THE SIDE OF THE TRENCH THAT IS CLOSEST TO THE RUNWAY OR TAXIWAY PAVEMENT.

GROUND ROD MUST BE SEPARATED FROM COUNTERPOISE BY MINIMUM 12".

FIGURE: 3A

EDGE LIGHTING DIRECT BURIED DUCT/ CONDUIT DETAILJ15 SCALE: NTS

IN-PAVEMENT FIXTURE INSTALLATION (DEEP BASE)A14 SCALE: NTS

GROUNDING FOR LIGHT BASE CANS

GROUNDING CONNECTIONS TO LIGHT BASE CANG8 SCALE: NTS

L-806 8 FOOT (SUPPLEMENTAL) WIND CONEB7 SCALE: NTS LED WIND CONE - INTERNALLY LIGHTED

SAFETY

GROUND

BONDING

WIRE WIRE,

#6 AWG

3/4" x 10' GROUND

ROD SPACED 12

INCHES MAX. FROM

EDGE OF BASECAN.

L-867 JUNCTION CAN

WITH ISOLATION

TRANSFORMER

EXTERIOR

GROUND LUG

CAD WELDED

CONNECTION

ISOLATION

TRANSFORMER

FRANGIBLE COUPLING

FINISHED GRADE + 1"

DIAMETER SIZED TO MATCH MANUFACTURES

BOLT PATTERN FOR WIND CONE BASE BUT NOT

LESS THAN 18"

4-#4 REINFORCING BARS WITH #3 TIES

12" O.C. IN 3" COVER, EQUALLY

SPACED IN CONCRETE FOUNDATION

ANCHOR BOLTS

W/6x6 #10 WIRE MESH

2'-0"

(MIN.)

" M

' M

L-810(L) WITH IR

EMITTER

5'x5'x6" CONCRETE PAD

DAY-GLO BLAZE ORANGE

NYLON FABRIC. WIND CONE

GROMMETS - BOTTOM SIDE

FOR DRAINAGE

GROUNDING FOR GROUPED LIGHT BASE CANS

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

EA502

FIGURE: 6A

MIN

16 WAY

SCH 40 PVC

2 WAY

SCH 40 PVC

2 WAY

SCH 40 PVC

3" M

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 RIGHT SIDE AS INDICATED ON

PLANS.

3. CONCRETE COVER ON TOP; BOTTOM AND SIDES MUST BE 3" MINIMUM.

4. DUCT BANKS MAY BE BORED UNDER EXISTING PAVEMENT. NO OPEN CUTTING OF THE PAVEMENT MAY OCCUR WITHOUT BASE APPROVAL. ALL INSTALLATION TECHNIQUES, METHODS, MATERIALS, ETC., MUST BE SUBMITTED TO CONTRACTING OFFICER FOR

REVIEW PRIOR TO STARTING WORK.

5. CONDUIT AND DUCT BANK RUNS MUST BE STRAIGHT (±4" 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 MAKING MANHOLE/HANDHOLE

CONNECTIONS.

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

DRAWING NOTES

5" TO 9" AS REQUIRED BY

NFPA 780

HOLD DOWN

BAR, SEE

FIGURE 6C FOR

INSTALLATION

RETAINING RING

REBAR COVER

BACKFILL WITH FLOWABLE FILL UNDER PAVEMENT AND SELECT

NATIVE MATERIAL 2" IN TURF. COMPACT TO EQUAL OR GREATER

AMOUNT THAN SURROUNDING AREA

FINISHED GRADE OR TOP OF SUBBASE

HOLD

DOWN BAR

DUCT SPACER

USE SIDE

FORMS IF

NECESSARY

2' -0

MIN

16 WAY

SCH 40 PVC

2 WAY

SCH 40 PVC

2 WAY

SCH 40 PVC

#6 SOLID BARE COPPER

COUNTERPOISE NOTE 7 (TYP)

DUCT SPACER, STAGGER SPACERS

4" TO 6" AS DUCT NUMBER

INCREASESSACRIFICIAL

WOOD PLANK

OR CONCRETE

MUD PAD (TYP) SECTION

SCALE: NTS

3" M

5'-0" MAX

TO NEXT

CONDUIT SUPPORT

5'-0" MAX TO NEXT CONDUIT

SPACER SUPPORT

MIN

BETWEEN ADJACENT

COUPLINGS

2" OR 4"

CONDUIT (TYP)

7/8" THICK CUT TO

LENGTH WOOD BASE,

OMIT BASE IF BANK IS

LAID ON CONCRETE

CONDUIT SPACERS SHOWN

STACKED 3 HIGH, STAGGER 4" TO 6"

APART FOR NEXT LEVEL OF

CONDUIT

EXTEND DUCT BANK 5'-0" MIN

BEYOND EDGE OF PAVEMENT EACH END

DRAWING NOTES

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 RIGHT SIDE AS

INDICATED ON PLANS.

3. CONCRETE COVER ON TOP; BOTTOM AND SIDES MUST BE

3" MINIMUM.

4. DUCT BANKS MAY BE BORED UNDER EXISTING PAVEMENT.

NO OPEN CUTTING OF THE PAVEMENT MAY OCCUR

WITHOUT BASE APPROVAL. ALL INSTALLATION

TECHNIQUES, METHODS, MATERIALS, ETC., MUST BE

SUBMITTED TO CONTRACTING OFFICER FOR REVIEW

PRIOR TO STARTING WORK.

5. CONDUIT AND DUCT BANK RUNS MUST BE STRAIGHT (±4"

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

MAKING MANHOLE/HANDHOLE CONNECTIONS.

7. SEE NFPA 780, CHAPTER 11 FOR LOCATION OF

COUNTERPOISE(S) ABOVE DUCT BANKS.

FIGURE: 6B

FIGURE: 6C

DRAWING NOTES

SACRIFICIAL WOOD PLANK OR

CONCRETE MUD PAD (TYP)

DUCT

SPACER

HOLD DOWN BAR

(NOTE 1)

REBAR COVER

(NOTE 3)

RETAINING RING

(NOTE 3)

INSTALL RETAINING RING

ABOVE HOLD DOWN BAR

(NOTE 3)

HOLD DOWN BAR

(NOTE 4)

DUCT

SPACER

#3 (#10) REBAR CUT TO LENGTH AND DRIVEN

2'-0" MIN INTO GROUND (NOTE 2)

BOTTOM OF TRENCH

5" MIN

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 TO

NUMBER 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" 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 A GOOD ANCHOR

IN THE GROUND WITH THE REBAR.

5. CONTRACTOR MUST WATCH CONCRETE POUR TO ENSURE

THAT CONCRETE DOES NOT HIT ONE END ON THE HOLD

DOWN BAR AND CAUSE BAR TO ROTATE AND RELEASE

DUCTS.

PEEL BACK PORTION

OF CONNECTOR KIT

L-823 CONNECTOR KIT

3/8" TEXT - MACHINE

STAMPED (NOT ETCHED)

CABLE TAGS, 2" Ø,

18 GAUGE, STAINLESS STEEL;

INSTALL CABLE TAGS WITH

L-823 CONNECTOR

3/16" HOLEL-824 CABLE (5KV)

R01E-1

PLUG HOUSINGRECEPTACLE HOUSING

1'-0"

R01E-1

CABLE

CLEAN CABLE SHEATH WITH

SUITABLE SOLVENT

PIN RECEPTACLE

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 BY THE MANUFACTURER AND DESIGNED FOR THIS SPECIFIC PURPOSE. CRIMPING TOOL MUST BE TURNED OVER TO THE GOVERNMENT UPON COMPLETION OF THE PROJECT.

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

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

7. REFER TO DETAIL 7C WHEN SPLICING SHIELDED CABLES TO UNSHIELDED CABLES.

DRAWING NOTES

R01E-1

CONCRETE ENCASED DUCT BANK (16-2"/ 2-4"/2-2")H13 SCALE: NTS

TYPICAL L-823 CONNECTOR DETAILB13 SCALE: NTS (HEAT SHRINK NOT SHOWN)

CONCRETE ENCASED DUCT BANK SPACERSL4 SCALE: NTS

HOLD DOWN BAR INSTALLATION DETAILF2 SCALE: NTS

EDGE LIGHT INSTALLATION IN EXISTING CONCRETE ENCASED DUCTBANKA3 SCALE: NTS

SAWCUT PROVIDED ASPHALT

SURFACE HAS NOT BEEN

MILLED PRIOR FOR ABI 001

EXISTING CONCRETE

ENCASEMENT

EXISTING 2-INCH CONDUIT

2-INCH COUPLING TO CONNECT

EXISTING CONDUIT TO

EXISTING. SECURE IN PLACE.

PROVIDE FLOWABLE FILL CONCRETE

ENCASEMENT MINIMUM 3 INCHES

AROUND ALL SIDES OF CONDUIT.

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

EA503

FIGURE: 11A

TYPICAL (FAA CLASS 2)

IN-PAVEMENT FIXTURE

L-823 SECONDARY

CONNECTOR (STYLE 8)

PROVIDE 3'-0" OF

SLACK CABLE TO

PERMIT

CONNECTION OF

PRIMARY LEADS TO

BE MADE ABOVE

GROUND

COPPER CONNECTOR.

ONE PER CONDUCTOR,

BOLTED TO INTERNAL

GROUND LUG

GROUND

LUG

GROUND STRAP

(NOTE 4)

INTERNAL GROUND LUG

ISOLATION

TRANSFORMER

FIXTURE SHALL BE INSTALLED SUCH THAT THE

FIXTURE EDGE IS +0" AND -1/16" FROM THE

PAVEMENT TOP

FIGURE 11B

CABLE #8, 5 KV L-824-TYPE C

PER PLAN (TYPICAL)

L-868, SIZE B, CLASS I

LIGHT BASE

TRANSFORMER STAND

NEOPRENE GROMMET

WHERE SPECIFIED

2" SCH 40 PVC

CONDUIT (PER

PLAN)

THREADED HUB

WHERE SPECIFIED

2" THREADED HUB

PAVEMENT

1/ 2"

(1 3m m

L-823 PRIMARY

CONNECTOR

(TYP)

EXTERNAL GROUND LUG

CONNECT TO GROUND

ROD OR COUNTERPOISE

(FIGURE 3A) (NOTE 2)

CONNECT TO REBAR CAGE

(FIGURE 12)

NOTE 3

EXOTHERMIC WELD

1'-0" FLEXIBLE PVC

CONDUIT, IF REQUIRED

1. REFER TO FIGURE 12/503 FOR BASE INSTALLATION DETAILS.

2. GROUND ROD LOCATION IS OUTSIDE THE BASE CAN ON THE SIDE OPPOSITE THE

COUNTERPOISE AND CONNECTED TO THE EXTERNAL GROUND LUG.

3. PROVIDE BOTTOM DRAIN TO UNDERDRAIN SYSTEM.

4. PROVIDE 48" BRAIDED COPPER GROUND STRAP BETWEEN LIGHT BASE CAN AND

LIGHT FIXTURE. STRAP MUST BE EQUIVALENT TO NO. 6 CABLE.

SCALE: NTS

DRAWING NOTES

FIGURE: 9

THREADED HUB

WHERE SPECIFIED

2" SCH 40 PVC

CONDUIT (PER PLAN)

ISOLATION

TRANSFORMER

GROUND STRAP

(NOTE 4)

GROUND LINE

OR PAVEMENT

2'-0" ROUND OR SQUARE IN PAVEMENT

2'-6" ROUND OR SQUARE WHERE IN GROUND

ELEVATED

EDGE LIGHT

AS SPECIFIED

L-823 SECONDARY

CONNECTOR

(STYLE 8)

COPPER CONNECTOR, ONE

PER CONDUCTOR, BOLTED TO

INTERNAL GROUND LUG

TROWEL FINISHED

FORM EDGE AND TOOL

NOTE 3

TRANSFORMER STAND

L-867, SIZE B, CLASS I

LIGHT BASE

NEOPRENE GROMMET

WHERE SPECIFIED

CABLE #8, 5 KV L-824

TYPE C PER PLAN (TYP)

PROVIDE 3'-0" OF SLACK

CABLE TO PERMIT

CONNECTION OF PRIMARY

LEADS TO BE MADE

ABOVE GROUND

L-823 PRIMARY

CONNECTOR (TYP)

CONNECT TO

GROUND ROD

PROVIDE FLEXIBLE LIQUID

SEALER (P-605) BETWEEN

FLANGE RING AND

PAVEMENT

2" THREADED HUB

GROUND LUG 6"

MIN

1" (2

5m m

) C R

O W

N O

EXTERNAL

GROUND LUG

INTERNAL GROUND LUG

CONNECT TO REBAR

CAGE (FIGURE 12)

EXOTHERMIC WELD

1'-0" FLEXIBLE 2" PVC

CONDUIT, IF REQUIRED

1. STANDARD HEIGHT IS 30".

2. GROUND ROD LOCATION IS OUTSIDE THE BASE CAN ON THE SIDE ADJACENT TO THE COUNTERPOISE AND CONNECTED TO THE EXTERNAL GROUND LUG AND REINFORCEMENT CAGE. PROVIDE 12" SEPARATION FROM

COUNTERPOISE.

3. PROVIDE BOTTOM DRAIN TO UNDERDRAIN SYSTEM.

4. PROVIDE 48" BRAIDED COPPER GROUNDING STRAP EQUIVALENT TO #6 WIRE.

DRAWING NOTES

FIGURE: 11B

SEALANT PER FAA

SPECIFICATION P-605

(FIGURE 18, NOTE 10)

MANUFACTURER

ATTACHED FIXTURE

GROUND LUG

BRAIDED COPPER

GROUND STRAP

SPACER RING, AS

REQUIRED FOR FINAL

HEIGHT ADJUSTMENT

SNOW PLOW PIN - DRILL

HOLE IN CONCRETE FOR

PIN AND EPOXY

SNOW PLOW RING

(FIGURE 18, NOTE 1)

P-606 RIGID SEALANT

PER FAA SPECIFICATION

(FIGURE 18, NOTE 10)

HIGH STRENGTH

NON SHRINK GROUT

TOP EDGE OF IN-PAVEMENT

LIGHT FIXTURE (FIGURE 18A,

NOTE 9)

FIGURE 18A,

(NOTE 12)

O-RING IN

GROOVE

L-868B

BASE CAN

1/ 2"

NOTE 1

1/4" MAX

3/ 4"

(2 0m m

#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 (FIGURE 18)

1. REFER TO FIGURE 12/ 503 FOR BASE INSTALLATION DETAILS.

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

FIGURE: 12

NEW RIGID

PAVEMENT (TYP)

CONDUIT CONDUIT

MAINTAIN MIN 3"

COVER ON REBAR

TIE BAR CAGE

BASE AND ANCHOR - FLEXIBLE PAVEMENT

BASE AND ANCHOR - RIGID PAVEMENT

6 - #5 (#15M)

REBAR, LENGTH

AS REQUIRED

#4 (#13M) REBAR

TIES

@ 6"± OC

MIN (TYP)

BOTTOM SECTION

L-868 BASE

TOP

SECTION

L-868

BASE

SPACER RING

NOTE 4

P-606 ADHESIVE COMPOUND

CONDUIT CONDUIT

D D

LIGHTING FIXTURE

CONSTRUCTION

JOINT

SUB BASE

L-868

BASE

NOTE 4

NOTE 3

MIN

REINFORCEMENT

CAGE

PAVEMENT SURFACE

FIGURE 11B

NEOPRENE GROMMET OR THREADED

HUB (AS SPECIFIED) TYP

STD 90° HOOK

NEW FLEXIBLE

PAVEMENT (TYP)

LIGHTING FIXTURE

CONSTRUCTION

JOINT

SUB BASE

PAVEMENT SURFACE

FIGURE 11B

OPTIONAL CJ (TYP)

SEE FIGURE 3A

IN SHEET EA501

D D

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 MUST

PROTRUDE INTO LIGHT BASE NOT MORE THAN 3/4" FOR STEEL AND 1" TO 1-1/2" FOR PVC.

4. PROVIDE BOTTOM DRAIN TO UNDERDRAIN SYSTEM.

1'-0"

MIN (TYP)

(TYP)

CORE DRILL

THIS SPACE

DRAWING NOTES

BASE MOUNTED ELEVATED FIXTURE INSTALLATIONG15 SCALE: NTS

IN-PAVEMENT FIXTURE INSTALLATION (DEEP BASE)G8 SCALE: NTS

IN-PAVEMENT LIGHT FIXTURE MOUNTINGK2 SCALE: NTS

BASE AND ANCHOR DETAILSA2 SCALE: NTS

3/8" COVER PLATE WITH

GASKET AND STAINLESS

STEEL BOLTS

GASKET

L-867 SIZE D, 1'-4" Ø

CLASS I LIGHT BASE

#6 SOLID BARE COPPER

COUNTERPOISE (AIR FORCE/ ARMY)

#4 STRANDED BARE COPPER WIRE

(NOTE 3) (NAVY)

2" Ø DRAIN

HOLE

(NOTE 4)

6" CONCRETE

ENCASEMENT

2" MINIMUM PVC CONDUIT

WITH 1'-0" STUB

PVC FLEXIBLE

CONNECTOR

2" MINIMUM PVC

CONDUIT WITH

CONDUCTORS AS

REQUIRED

2" HUB (AS

REQUIRED)

SUMP,…

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

File details come from the government source that posted it. Updated Jul 20, 2026.