Drawing_Vol_2C.pdf

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FY13 Flight Activity Facility, Lakehurst Naval Station, New Jersey
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Drawing Vol 2C

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Text version

200A

VFI

200A

VFI200A

35KV, TYPE VFI, PAD MOUNTED

VACUUM FAULT INTERRUPTER

SWITCHGEAR (NIC)

200A

VFI

TO

SUBSTATION 2

TO

SUBSTATION 1

GRADE

TO

NJ NATIONAL

GUARD FACILITY

VIA EXISTING

MANHOLE EMH-7

OUTSIDE

EXISTING

MANHOLE

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THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

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16166

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SCALE: NTS

1 POWER DEMOLITION RISER DIAGRAM

GENERAL NOTES

SHEET KEYNOTES

1. EXISTING UNDERGROUND 34.5KV 3 PHASE FEEDER

REMAINS.

2. 35KV TYPE VFI PAD MOUNTED VACUUM FAULT

INTERRUPTER SWITCHGEAR BEING INSTALLED

UNDER A DIFFERENT CONTRACT. COORDINATE

WITH CONTRACTING OFFICER'S REPRESENTATIVE.

3. 35KV FEEDER SERVING NEW JERSEY NATIONAL

GUARD FACILITY. FEEDER CONSISTS OF A 5"

CONDUIT CONTAINING (3) #4/0 35KV EPR MV-105

CONDUCTORS WITH 133% INSULATION. THIS

FEEDER IS TO BE INITIALLY INSTALLED UNDER

ANOTHER CONTRACT.

4. DISCONNECT THIS FEEDER FROM THE PAD

MOUNTED SWITCH AND CAREFULLY PULL THE

CONDUCTORS BACK TO MANHOLE 136. COIL UP

CONDUCTORS AND PROTECT FOR REUSE.

PROTECT THE CONDUIT RUN FOR REUSE.

5. THIS SECTION OF FEEDER SHALL REMAIN.

A. THE CONTRACTOR SHALL COORDINATE ANY

ELECTRICAL UTILITY OUTAGES WITH THE

CONTRACTING OFFICER'S REPRESENTATIVE.

http://www.nan.usace.army.mil/

RU

NW

AY

/2

0 6- 24

E

MATCH LINE

SEE 1/ES102

MATCH LINE

SEE 1/ES102

EXISTING

TAXIWAY LIMA

TO ALZ

6 10

TYPICAL

NEW

TAXIW

AY F 17

ES402

TX

TX

TX

TX

TXTX

TX

TX

TX

TX

TX

TX

TX

TX

TX

TX

TX

TX

TX

185' - 2"

185' - 2"

185' - 2"

M

AY

N

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REFERENCE

NUMBER

0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

JAMES

16166

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PROFESS IO NA L

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M

ES101

S

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E P

LA

N

JT

L

M

BK

P R

M

M

BK

SCALE: 1" = 50'-0"

1 ELECTRICAL SITE PLAN

SHEET KEYNOTES

N

0 25' 50' 100'

1. PROVIDE 1-#6 FAA TYPE L-824-C 5 KV CABLE AND

1-#6 GREEN INSULATED COPPER GROUND, IN A

CONCRETE ENCASED 2" PVC CONDUIT. THESE

CONDUCTORS SHALL BE CONNECTED TO THE

TAXIWAY LIMA AIRFIELD LIGHTING CIRCUIT.

2. NOT USED.

3. EXISTING MANHOLE #6.

4. NEW MANHOLE #7. INSTALL NEW 6'-0" x 8'-0" x 84"

MANHOLE. REWORK EXISTING 6x2" CONCRETE

ENCASED DUCT BANK AS REQUIRED. MANHOLE

LID SHALL READ "AIRFIELD LIGHTING", ALL

CONDUCTORS PASSING THROUGH THIS

MANHOLE SHALL BE LOOPED ONCE AROUND

THE INTERIOR PERIMETER IN ORDER TO

PROVIDE SLACK.

5. EXISTING 6x2" CONCRETE ENCASED AIRFIELD

LIGHTING DUCT BANK. REWORK DUCT BANK AS

REQUIRED TO REMOVE EXISTING MANHOLE #7

AND TO INSTALL NEW MANHOLE #7.

6. EXISTING 2x2" CONCRETE ENCASED AIRFIELD

LIGHTING DUCT BANK.

7. APPROXIMATE LOCATION OF ALZ LIGHTING

FIXTURE WHICH IS CLOSEST TO MANHOLE #7.

8. APPROXIMATE LOCATION OF TAXIWAY LIMA

LIGHTING FIXTURE WHICH IS CLOSEST TO

MANHOLE #7.

9. PROVIDE 2-#6 FAA TYPE L-824-C 5KV CABLES

AND 1-#6 GREEN INSULATED COPPER GROUND

IN A DEDICATED 2" DUCT WITHIN THE

EXISTING/REWORKED AIRFIELD LIGHTING DUCT

BANK. THESE CONDUCTORS SHALL SERVE THE

EXISTING ALZ AIRFIELD LIGHTING CIRCUIT.

CONNECT TO EXISTING ALZ AIRFIELD LIGHTING

CIRCUIT CONDUCTORS AT EXISTING MANHOLE #6

(KEYNOTE 3) AND EXISTING ALZ LIGHT FIXTURE

BASE (KEYNOTE 7).

10. PROVIDE 2-#6 FAA TYPE L-824-C 5KV CABLES

AND 1-#6 GREEN INSULATED COPPER GROUND

IN A DEDICATED 2" DUCT BANK WITHIN THE

EXISTING/REWORKED AIRFIELD LIGHTING DUCT

BANK. THESE CONDUCTORS SHALL SERVE THE

EXISTING TAXIWAY LIMA AIRFIELD LIGHTING

CIRCUIT. CONNECT TO EXISTING TAXIWAY LIMA

AIRFIELD LIGHTING CIRCUIT CONDUCTORS AT

EXISTING MANHOLE #6 (KEYNOTE 3) AND

EXISTING TAXIWAY LIMA LIGHT FIXTURE BASE

(KEYNOTE 8).

11. TYPICAL TAXIWAY EDGE LIGHT. PLACE TAXIWAY

EDGE LIGHT A MAXIMUM OF 10'-0" FROM THE

EDGE OF THE FULL STRENGTH TAXIWAY

PAVEMENT. THE LINE OF LIGHTS ON BOTH SIDES

OF THE TAXIWAY SHALL BE THE SAME DISTANCE

FROM THEIR RESPECTIVE TAXIWAY SIDES.

12. NOT USED.

13. EXISTING 6x2" AIRFIELD LIGHTING DUCT BANK

WITH EXISTING AIRFIELD LIGHTING CONDUCTORS

FOR BOTH THE ALZ & TAXIWAY LIMA LIGHTING

CIRCUITS.

14. NOT USED.

15. NOT USED.

16. THIS TAXIWAY EDGE LIGHT NEEDS TO BE

CLOSELY COORDINATED WITH THE

EXISTING/REWORKED DUCT BANK IDENTIFIED BY

KEYNOTE 5. THIS EDGE LIGHT AND IT'S

ASSOCIATED LIGHT BASE IS NOT DIRECTLY

CONNECTED TO THIS 6x2" DUCT BANK.

17. PROVIDE 3/4"x10' GROUND ROD. OPTION #9.

GENERAL NOTES

A. LOCATIONS FOR ALL EXISTING EQUIPMENT,

MANHOLES, DUCTBANKS, ETC. ARE

APPROXIMATE ONLY. CONTRACTOR SHALL

FIELD VERIFY

HAL

H A

L

MATCH LINE

SEE 1/ES101

MATCH LI

NE

SEE 1/ES101

MATCH LINE

SEE 1/ES103

MATCH LINE

SEE 1/ES103

APL4

U E

UE

TX

TX

TX

ES403

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

TX

TX

TX

TX

TX

TX

TX

TX

TX

1 2

TYPICAL

185' - 2"

185' - 2"

185' - 2"

185' - 2"

TX

TX

TX

TX

TX

TX

TX

TX

M

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SHEET

REFERENCE

NUMBER

0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

JAMES

16166

O K L A H O M A

LI

C

EN

SE

D

PROFESS IO NA L

ENG

IN

EER

xx xx c-xx x.

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A M

2/

/2

8:

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A

M

ES102

S

IT

E P

LA

N

JT

L

M

BK

P R

M

M

BK

SCALE: 1" = 50'-0"

1 ELECTRICAL SITE PLAN

N

0 25' 50' 100'

SHEET KEYNOTES

1. PROVIDE 1-#6 FAA TYPE L-824-C 5 KV CABLE AND

1-#6 GREEN INSULATED COPPER GROUND, IN A

1x2" CONCRETE ENCASED PVC DUCT BANK.

THESE CONDUCTORS SHALL BE CONNECTED TO

THE TAXIWAY LIMA AIRFIELD LIGHTING CIRCUIT.

2. PROVIDE 2-#6 FAA TYPE L-824-C 5 KV CABLES AND

1-#6 GREEN INSULATED COPPER GROUND, IN A

1X2" CONCRETE ENCASED PVC DUCT BANK.

THESE CONDUCTORS SHALL BE CONNECTED TO

THE TAXIWAY LIMA AIRFIELD LIGHTING CIRCUIT.

3. FAA L-807 EXTERNALLY LIT LED WIND CONE.

CURRENT DRIVEN (6.6A MAX) WITH FAA L-810 LED

OBSTRUCTION LIGHT. SEE CIVIL DRAWING AND

SPECIFICATION FOR EXACT LOCATION, HEIGHT,

AND HINGE INFORMATION.

4. NOT USED.

5. PROVIDE 3/4"x10' GROUND ROD. BID OPTION #9.

6. TYPICAL TAXIWAY EDGE LIGHT. PLACE TAXIWAY

EDGE LIGHT A MAXIMUM OF 10'-0" FROM THE

EDGE OF THE FULL STRENGTH TAXIWAY

PAVEMENT. THE LINE OF LIGHTS ON BOTH SIDES

OF THE TAXIWAY SHALL BE THE SAME DISTANCE

FROM THEIR RESPECTIVE TAXIWAY SIDES.

GENERAL NOTES

A. LOCATIONS FOR ALL EXISTING EQUIPMENT,

MANHOLES, DUCTBANKS, ETC. ARE

APPROXIMATE ONLY. CONTRACTOR SHALL

HAL HAL

H A

L H

A L

H A

L

H A

L H

A L

H A

L

HAL

H A

L H

A L

W

W W

S S

MATCH LINE

SEE 1/ES102

MATCH LINE

SEE 1/ES102

MATCH LINE

SEE 1/ES104

MATCH LINE

SEE 1/ES104

APL4

APL4

APL4

APL3

APL3

APL2

APL1

#8

LTG5 - 17,19

LTG5 - 13,15

#8

UE UE

8 5 6

U E

U E

U E

7 5

4 5

UE

4 5

POLE "C"

POLE "B"

POLE "A"

17 17

17 17

PWP

PWP

PWP

PWP

PWP

PWP

PWP

15 15

8 5

TX

TX

TX

TX

TX

185' - 2"

ES404

TX

TX

TX

TX TX

TX

TX

TX

TX

TX

9 10

#8

#8

LS - 8

1-#10, 1-#10, 1-#10

1-#10, 1-#10, 1-#10

1-#10, 1-#10, 1-#10

1-#10, 1-#10, 1-#10

LS - 6

1-#8, 1-#8, 1-#8

1-#8, 1-#8, 1-#8

LS - 5

1-#8, 1-#8, 1-#8 1-#8, 1-#8, 1-#8

LS - 7

PWP

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New York District

SHEET OF 530

S O

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2 3

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SHEET

REFERENCE

NUMBER

0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

JAMES

16166

O K L A H O M A

LI

C

EN

SE

D

PROFESS IO NA L

ENG

IN

EER

xx xx c-xx x.

dw g

C :\U se rs

\m xk

\D oc um en ts \0

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/2

8:

:5

A M

2/

/2

8:

:5

A

M

ES103

S

IT

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LA

N

JT

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BK

P R

M

M

BK

SCALE: 1" = 50'-0"

1 ELECTRICAL SITE PLAN

N

0 25' 50' 100'

SHEET KEYNOTES

1. NOT USED.

2. NOT USED.

3. THE AIRCRAFT MOORING POINTS SHALL ACT AS

STATIC GROUNDING POINTS. SEE CIVIL

DRAWINGS FOR FURTHER DETAILS. INSTALL

GROUND ROD AT EACH TIE DOWN POINT AND

BOND IT TO THE TIEDOWN BAR.

4. 2-#8, 1-#8 GND IN A CONCRETE ENCASED 2"

PVC CONDUIT. POWER FOR APRON LIGHTING.

5. 2-#2, 1-#2 GND IN A CONCRETE ENCASED 2"

PVC CONDUIT. POWER FOR AIRCRAFT WARNING

LIGHTS INSTALLED ON TOP OF POLES.

6. APRON LIGHTING HANDHOLE, REFER TO DETAIL

#2 ON SHEET ES501.

7. 4-#8, 1-#8 GND, CONCRETE ENCASED 2" PVC

CONDUIT. (APRON LTS).

8. 6-#8, 1-#8 GND CONCRETE ENCASED 2" PVC

CONDUIT. (APRON LTS).

9. FROM THIS HAND HOLE, HOME RUN (1) 2"

CONDUIT TO PANEL LTG5 VIA LIGHTING RELAY

CONTROL PANEL LCP5. THIS HOMERUN SHALL

INCLUDE (6) #8 AND (1) #8 EG FOR CIRCUITS

LTG5-1,3,5,7,9,11.

10. FROM THIS HAND HOLE, HOME RUN (1) 2"

CONDUIT TO PANEL LS. THIS HOMERUN SHALL

INCLUDE (2) #2 AND (1) #2EG FOR CIRCUIT LS-4.

11. 2-#8, 1-#8 GND, 1" CONDUIT TO PANEL LTG5 VIA

LIGHTING CONTROL PANEL LCP5.

12. PROVIDE 3/4"x10' GROUND ROD. BID OPTION #9.

13. NOT USED.

14. NOT USED.

15. INSTALL PWP FIXTURES AT 30"AFF, OR AS

DIRECTED BY THE ARCHITECT.

16. MOUNT FAA HAZARD AVOIDANCE LIGHT ABOVE

FLOOD LIGHTS(S). SEE DETAIL #4 SHEET

EL505. CONNECT THE HAL LIGHT TO THE

DEDICATED CIRCUIT IDENTIFIED IN KEYNOTE #5.

AT EACH POLE LOCATION, 2 #10, 1 #10GND

SHALL BE RUN UP THE INTERIOR OF THE POLE

TO THE FAA OBSTRUCTION LIGHT. THE

UNDERGROUND CONDUCTORS FOR THIS

CIRCUIT SHALL BE SIZED IN ACCORDANCE WITH

KEYNOTE 5 ON THIS SHEET.

17. MOUNT FAA HAZARD AVOIDANCE LIGHTS ON

THE FACE OF THE BUILDING, JUST BELOW THE

ROOF LINE. SEE DETAIL #3 SHEET EL505.

HAZARDOUS AVOIDANCE LIGHTS MUST EXTEND

ABOVE THE ROOF PLANE SUFFICIENT TO BE

VISIBLE 360 DEGREES.

18. NOT USED.

19. NOT USED.

20. COVERED AREA IS PART OF BID OPTION 13.

21. THIS LIGHT FIXTURE SHALL BE CONNECTED TO

CIRCUIT LTG5-9,11.

22. THIS LIGHT FIXTURE SHALL BE CONNECTED TO

CIRCUIT LTG5-5,7.

23. THIS LIGHT FIXTURE SHALL BE CONNECTED TO

CIRCUIT LTG5-1,3.

GENERAL NOTES

A. REFER TO SHEET ES602 FOR LTG CONTROL

PANEL "LCP5".

B. LOCATIONS FOR ALL EXISTING EQUIPMENT,

MANHOLES, DUCTBANKS, ETC. ARE

APPROXIMATE ONLY. CONTRACTOR SHALL FIELD

VERIFY.

HAL HAL

HALHAL

R C P

R C P

ROUNDS ROAD

GV

S

E

S

S

D

W

W

W

W

W

W

W

G

FI

GFI

G

FI

GFI

GFI

GFI

26 UGC

MATCH LINE

SEE 1/ES103

M

AT

C H

L

IN

E S

EE

/E S1

M

AT

C

H L

IN

E

S

EE

/E

S1

P P

P

P

P P

P

P15 P

P

P2P2 P2

18 18

20 20 20

SAD

SAD

SAD

SAD

SAD

SAD

SAD

SAD

FPL

FPL

UE

UE

UE

UE

ES104

UE

UE

UE

U E

UE

ES401

UGC

P15

P

U E

UE 20

VIA LCP5-11 (PC)

U E

#8

LS - 8

1-#10, 1-#10, 1-#10

1-#10, 1-#10, 1-#10

1-#10, 1-#10, 1-#10

1-#10, 1-#10, 1-#10

LS - 6

PWP

P15

LTG5 - 2,4

UE

UE UE

U E

UE

UEUE

UE

U E

UE UE

UE

UE

UE

U E

UELTG5 - 6

LS - 12

1-#10, 1-#10, 1-#10

1-#10, 1-#10, 1-#10

UE

"PICNIC"

LTG5 - 10

U E

UE

UE

UE

UE

U

E

LTG5 - 8

VIA LCP5

VIA LCP5

VIA LCP5

P15

0-#10, 0-#10, 1-#10

P15

P

"PICNIC"

WP

WP

WP

WP

WPWP

TYPICAL

HOA

T2

T2

"PICNIC" - 1

"PICNIC" - 2,4

MD

PC31

L23-40 P.C. (WEST SHELTER)

H6-25 P.C. (EAST SHELTER)

T2

MD

PC

HOA

M

AY

N

YD

A

/E B

O R

D

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FI

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S ub m itt ed b y:

Pl ot

D at e:

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B

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0-

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B ro ad w ay E xt

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0, O kl ah om a C ity , O

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En gi ne er s Pl an ne rs

A N

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R K ht tp w w w

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B

/0 2/

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L-

-B -N

U M

B

W

FY

Q

-1 0-

D -0

FY

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F lig ht A ct iv ity F ac ilit y La ke hu rs t N

AE

S

JB

M cG ui re /D ix /L ak eh ur st

, N ew

J er se y

US Army Corps of Engineers

New York District

SHEET OF 530

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N

AM

E:

D W

N B

Y:

C

KD

B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E:

S

IZ

E

S U

B M

IT

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D B

Y:

P

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AT

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C O

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A C

T N

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P

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D B

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D

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O

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AR

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A

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R

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D

ES

C R

IP

TI

O N

D

AT

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PP

R

D

2 3

C

4 5

A

B

SHEET

REFERENCE

NUMBER

0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

JAMES

16166

O K L A H O M A

LI

C

EN

SE

D

PROFESS IO NA L

ENG

IN

EER

xx xx c-xx x.

dw g

C :\U se rs

\m xk

\D oc um en ts \0

_E le c_ m xk .rv t 2/

/2

8:

:0

A M

2/

/2

8:

:0

A

M

ES104

S

IT

E P

LA

N

JT

L

M

BK

P R

M

M

BK

SCALE: 1" = 50'-0"

1 ELECTRICAL SITE PLAN

SHEET KEYNOTES

N

0 25' 50' 100'

1. 2X5" UNDERGROUND CONCRETE ENCASED

PRIMARY DUCT BANK SERVICING THE NEW

FACILITY. SEE ONE LINE DIAGRAM FOR

CONDUCTOR SIZES.

2. 34.5KV:480/277V 2000KVA PAD MOUNTED

TRANSFORMER LOCATION.

3. NOT USED.

4. NOT USED.

5. NOT USED.

6. COVERED STORAGE AREA IS ASSOCIATED WITH

BID OPTION 12.

7. "PICNIC" LOAD CENTER PANEL WITH WEATHER

PROOF ENCLOSURE.

8. REFER TO ENLARGED PLAN THIS SHEET FOR

PAVILION POWER AND LIGHTING.

9. PROVIDE HANDHOLE FOR CONNECTION OF

STATIC DISPLAY LIGHTING. SEE DETAIL 2 ON

SHEET ES501. (BASE BID).

10. 3-#8, 1-#8 GND, 1"C. FROM PANEL "L12" ROOM

108 TO PAVILION.

11. REFER TO INSTALLATION FOR FLAG POLE LTS

DETAIL 3/SHEET ES501 & CIVIL SHEET C-508.

12. NOT USED.

13. PROVIDE 3/4"x10' GROUND ROD WITH

CONNECTION TO GROUND BUS IN PANEL.

14. NEW 6'x8'x8' MANHOLE. RE: DETAIL 3/ES503.

15. HANDHOLE. SEE DETAIL #2. SHEET ES501 FOR

TYPICAL HANDHOLE.

16. NOT USED.

17. 2-#10, 1-#10 GND, 1" CONDUIT.

18. 2-#8, 1-#8 GND IN 1" CONDUIT.

19. 4-#8, 1-#8 GND, 1" C.

20. 2-#10, 1-#10 GND 1" C.

21. NOT USED.

22. 2-#10, 1-#10EG, 1"C. TO LTG5-8 VIA RELAY

PANEL "LCP5". CIRCUIT FOR STATIC AIRCRAFT

DISPLAY LTS.

23. SEE DETAIL 4/ES501 FOR ADDITIONAL

INFORMATION.

24. PROVIDE 3/4"x10' GROUND ROD, BID OPTION #9.

25. CONNECT TO GROUND ROD IN BUILDING

COUNTERPOISE, BID OPTION 9.

26. NEW TELECOMMUNICATIONS MANHOLE.

PRECAST, INTERIOR DIMENSIONS OF 6'x12'x84".

H-20 RATED.

27. NOT USED.

28. 4x4" UNDERGROUND CONCRETE ENCASED

COMMUNICATIONS DUCT BANK SERVICING THE

NEW FACILITY. (1) 4" DUCT CONTAINS (2)

MAXCELL 4" 3CELL FABRIC INNERDUCTS OR

EQUAL. RUN (1) 48 STRAND SINGLEMODE OSP

FIBER OPTIC CABLE IN ONE OF THE FABRIC

INNERDUCT CELLS. THE (5) REMAINING EMPTY

FABRIC INNERDUCT CELLS SHALL HAVE PULL

STRING. THE (3) REMAINING 4" DUCTS SHALL BE

SPARE WITH PULLSTRINGS.

29. INSTALL "P15WP" FIXTURE AT 15' AFF OR AS

DIRECTED BY THE ARCHITECT.

30. NOT USED.

31. HAND-OF-AUTO SWITCH IN LOCK BOX SHALL

CONTROL BASIC LIGHT FUNCTION. PHOTOCELL

ATOP THE ROOF WILL ALLOW LIGHTS TO

OPERATE ONLY AFTER SUNSET. MOTION

DETECTION SWITCH WILL EXTINGUISH LIGHTS IF

NO MOTION IS SENSED IN A 15 MINUTE

INTERVAL . SEE RELATED CONTROL DIAGRAM,

DETAIL 4 ON SHEET EL602.

32. HAND-OFF-AUTO SWITCH IN LOCK BOX SHALL

CONTROL BASIC LIGHTING FUNCTION.

PHOTOCELL HIGH ON THE NE COLUMN WILL

ALLOW LIGHTS TO OPERATE ONLY AFTER

SUNSET. MOTION DETECTION SWITCH WILL

EXTINGUISH LIGHT IF NO MOVEMENT IS SENSED

WITHIN A 15 MINUTE INTERVAL. SEE RELATED

CONTROL DIAGRAM, DETAIL 4 ON SHEET EL602.

GENERAL NOTES

A. REFER TO SHEET ES602 FOR LTG CONTROL PANEL

"LCP5".

B. REFER TO SHEET ES603 & EL601 FOR LIGHT

FIXTURE SCHEDULES.

C. ALL ELECTRICAL WORK ASSOCIATED WITH THE

PICNIC PAVILLION SHALL BE PART OF BID OPTION #

5.

D. LOCATIONS FOR ALL EXISTING EQUIPMENT,

MANHOLES, DUCTBANKS, ETC. ARE APPROXIMATE

ONLY. CONTRACTOR SHALL FIELD VERIFY.

SCALE: 1/8" = 1'-0"

BID OPTION 5 PICNIC

PAVILION ELECTRICAL

N

0 4' 8' 16'

SHEET KEYNOTES

33. FAA HAZARD AVOIDANCE LIGHT MOUNTED ON THE

FACE OF THE BUILDING AT THE CORNERS. SEE

DETAIL #3 SHEET EL505.

34. NOT USED.

35. FLOODLIGHTING AT STATIC DISPLAYS IS INCLUDED

IN BID OPTION #17.

36. NOT USED.

37. WORK AT PICNIC PAVILION IS UNDER BID OPTION #5.

38. PART OF BID OPTION 17.

39. IF BID OPTION 9 IS TAKEN, THE CONTRACTOR SHALL

PROVIDE POWER, ACCESS CONTROLS,

COMMUNICAITONS, AND CCTV ROUGHIN FOR THE

GATE. COORDINATE WITH GATE MANUFACTURER

TO CONFIRM PEDASTAL DETAILS AND MOTOR SIZE

AND VOLTAGE PRIOR TO THE BID. REFERENCE

DETAIL 1 ON SHEET ET508 EXCEPT CIRCUIT SHALL

BE L13-55,57,59.

40. IF BID OPTION 9 IS TAKEN, THE CONTRACTOR SHALL

PROVIDE POWER, ACCESS CONTROLS,

COMMUNICAITONS, AND CCTV ROUGHIN FOR THE

GATE. COORDINATE WITH GATE MANUFACTURER

TO CONFIRM PEDASTAL DETAILS AND MOTOR SIZE

AND VOLTAGE PRIOR TO THE BID. REFERENCE

DETAIL 1 ON SHEET ET508 EXCEPT CIRCUIT SHALL

BE H6-37,39,41.

41. CONDUIT SHALL BE IN BASE BID, AND WIRING SHALL

BE IN BID OPTION 17.

SCALE: 3/8" = 1'-0"

TYPICAL OUTDOOR BREAK

AREA ELECTRICAL

N

0 1'-4" 2'-8" 5'-4"

ES104

ES104

N A T U R A L G A S

WVWV

ROUNDS ROAD

ROUNDS ROAD

W V

D

Y

H

GV

W V

D

Y

H

S

S

S

E

E

E

CB

CB

CB

CB

CB

CB

CB

CB

W

W

W

W

UC

M

AT

C H

L

IN

E S

EE

/E S1

M

AT

C

H L

IN

E

S

EE

/E

S1

U E

UE

UC

UC

U

CX

U

CX

UEX

UEX

U C

X

U C

X U

C X

AASF BLDG

ADMIN WING

UHS

BUILDING

FPS

BLGG

27 20

20 U

EX

UEX

UEX

UCX

UCX

UCX

UEX

UEX

10 34

UC

X

UEX

U

EX

UEX

UEX

UCX

UCX

UEX

UE

X

UEX

U

EX

UEX

UEX

UEX

UCX

U C

X

UCX

UC

X

UC

X

U C

X

UE

UE

UE

UE

UE

UEX

UEX

UE

X

UE

X

P15

U E

M

AY

N

YD

A

/E B

O R

D

ER

FI

LE

N

AM

E:

S ub m itt ed b y:

Pl ot

D at e:

FS

B

Te le ph on e

0-

, F ax

-7

B ro ad w ay E xt

St e

0, O kl ah om a C ity , O

K Ar ch ite ct s

En gi ne er s Pl an ne rs

A N

SI

D

U . S

. A R

M Y

EN

G

IN

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R D

IS

TR

IC

T

N

EW

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

FS

B

/0 2/

S O

L-

-B -N

U M

B

W

FY

Q

-1 0-

D -0

FY

C

ER

D

EC

F lig ht A ct iv ity F ac ilit y La ke hu rs t N

AE

S

JB

M cG ui re /D ix /L ak eh ur st

, N ew

J er se y

US Army Corps of Engineers

New York District

SHEET OF 530

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N

AM

E:

D W

N B

Y:

C

KD

B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E:

S

IZ

E

S U

B M

IT

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D B

Y:

P

LO

T D

AT

E:

C O

N

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A C

T N

O

P

LO

TT

E

D B

Y:

D

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C

R

IP

TI

O

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AR

K

A

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D

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C R

IP

TI

O N

D

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E A

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R

D

2 3

C

4 5

A

B

SHEET

REFERENCE

NUMBER

0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

JAMES

16166

O K L A H O M A

LI

C

EN

SE

D

PROFESS IO NA L

ENG

IN

EER

xx xx c-xx x.

dw g

C :\U se rs

\m xk

\D oc um en ts \0

_E le c_ m xk .rv t 2/

/2

8:

:0

A M

2/

/2

8:

:0

A

M

ES105

S

IT

E P

LA

N

JT

L

M

BK

P R

M

M

BK

SCALE: 1" = 50'-0"

1 ELECTRICAL SITE PLAN

SHEET KEYNOTES

N

0 25' 50' 100'

1. 2X5" UNDERGROUND CONCRETE ENCASED

PRIMARY DUCT BANK SERVICING THE NEW

FACILITY. SEE ONE LINE DIAGRAM FOR

CONDUCTOR SIZES.

2. 34.5KV PAD MOUNTED SWITCH. SEE ONE LINE

DIAGRAM FOR ADDITIONAL INFORMATION. SEE

DETAIL 1/ES509 FOR CONCRETE PAD DETAIL.

3. EXISTING MANHOLE 136.

4. APPROXIMATE LOCATION OF EXISTING

COMMUNICATIONS MANHOLE #143.

5. 4x4" UNDERGROUND CONCRETE ENCASED

COMMUNICATIONS DUCT BANK SERVICING THE NEW

FACILITY. (1) 4" DUCT CONTAINS (2) MAXCELL 4"

3CELL FABRIC INNERDUCTS OR EQUAL. RUN (1) 48

STRAND SINGLEMODE OSP FIBER OPTIC CABLE IN

ONE OF THE FABRIC INNERDUCT CELLS. THE (5)

REMAINING EMPTY FABRIC INNERDUCT CELLS

SHALL HAVE PULL STRING. THE (3) REMAINING 4"

DUCTS SHALL BE SPARE WITH PULLSTRINGS.

6. 34.5KV PAD MOUNTED SWITCH INSTALLED UNDER

ANOTHER CONTRACT. SEE ONE LINE DIAGRAM FOR

ADDITIONAL INFORMATION. LOCATION IS

APPROXIMATE ONLY.

7. NEW 6'x8'x8' MANHOLE. RE: DETAIL 3/ES503.

8. NOT USED.

9. APPROXIMATE LOCATION OF EXISTING

TELECOMMUNICATIONS MANHOLE #360A.

10. APPROXIMATE LOCATION OF EXISTING

TELECOMMUNICATIONS MANHOLE #144.

11. EXISTING UNDERGROUND ELECTRICAL DUCT BANK.

12. EXISTING UNDERGROUND TELECOMMUNICATIONS

DUCT BANK.

13. EXISTING UNDERGROUND TELECOMMUNICATION

DUCT BANK CONTAINING (24) EXISTING

SINGLEMODE OSP FIBERS. THESE (24) STRANDS

SERVE THE CERDEC TOWER. THE CONTRACTOR

SHALL ADD (24) ADDITIONAL STRANDS OF

SINGLEMODE OSP FIBER IN THIS DUCT BANK. IF A

SPARE INNERDUCT PATHWAY IS AVAILABLE, THE

CONTRACTOR SHALL USE IT TO RUN THE

ADDITIONAL STRANDS. IF THERE IS NO SPARE

INNERDUCT PATH WAY AVAILABLE BUT THERE IS A

SPARE DUCT AVAILABLE, THE CONTRACTOR SHALL

RUN NEW FABRIC INNERDUCT IN THE SPARE DUCT

AND USE THIS INNERDUCT TO RUN THE ADDITIONAL

STRANDS. IF THERE ARE NO SPARE INNERDUCT

PATHWAYS OR DUCTS AVAILABLE, THE

CONTRACTOR SHALL REMOVE THE EXISTING (24)

STRANDS AND REPLACE THEM WITH (48) NEW

STRANDS OF SINGLEMODE OSP FIBER.

14. EXISTING TELECOMMUNICATIONS DUCT BANK.

15. EXISTING TELECOMMUNICATIONS DUCT BANK

CONTAINING (24) EXISTING SINGLEMODE OSP

STRANDS SERVING THE CERDEC TOWER.

16. EXISTING CERDEC TOWER WITH EXISTING FIBER

SPLICE CABINET.

17. APPROXIMATE LOCATION OF EXISTING ELECTRICAL

MANHOLE #368.

18. APPROXIMATE LOCATION OF EXISTING ELECTRICAL

MANHOLE.

19. ELECTRICAL MANHOLE BEING INSTALLED AS PART

OF THE NJANG AASF PROJECT.

20. ELECTRICAL DUCT BANK BEING INSTALLED AS PART

OF THE NJANG AASF PROJECT.

21. ABOVE GRADE SECTIONALIZING CABINET BEING

INSTALLED AS PART OF THE NJANG AASF PROJECT.

22. ELECTRICAL DUCT BANK BEING INSTALLED UNDER

ANOTHER CONTRACT.

23. EMH-7 BEING INSTALLED AS PART OF NJANG AASF

PROJECT.

24. PAD MOUNTED SWITCH PMS-MV2 BEING INSTALLED

AS PART OF NJANG AASF PROJECT.

25. EMH-8 BEING INSTALLED AS PART OF NJANG AASF

PROJECT.

26. PAD MOUNTED SWITCH PMS-MV3 BEING INSTALLED

AS PART OF NJANG AASF PROJECT.

27. EMH-2 BEING INSTALLED AS PART OF NJANG AASF

PROJECT.

28. TELECOMMUNICATIONS MANHOLE CMH-2 BEING

INSTALLED AS PART OF THE NJANG AASF PROJECT.

29. TELECOMMUNICATIONS MANHOLE CMH-1 BEING

INSTALLED AS PART OF THE NJANG AASF PROJECT.

GENERAL NOTES

A. LOCATIONS FOR ALL EXISTING EQUIPMENT,

MANHOLES, DUCTBANKS, ETC. ARE

APPROXIMATE ONLY. CONTRACTOR SHALL

FIELD VERIFY

SHEET KEYNOTES

30. TO NJANG AASF PADMOUNTED XFMRS INSTALLED AS

PART OF NJANG AASF PROJECT.

31. TO NJANG AASF PAD MOUNTED XFMR FOR FIRE

PROTECTION. INSTALLED AS PART OF NJANG AASF

PROJECT.

32. TELECOMMUNICATIONS DUCT BANK INSTALLED AS

PART OF NJANG AASF PROJECT.

33. TELECOMMUNICATION MANHOLE CMH-6 BEING

INSTALLED AS PART OF THE NJANG AASF PROJECT.

34. AS PART OF THE NJANG AASF PROJECT, (48)

STRANDS OF SINGLEMODE OSP FIBER ENTER A

FIBER SPLICE ENCLOSURE LOCATED IN MANHOLE

144. (24) OF THESE (48) STRANDS ARE LEFT AS

SPARES AS PART OF THE NJANG AASF PROJECT.

THE REMAINING (24) STRANDS ARE SPLICED TO (24)

SINGLEMODE OSP FIBER STRANDS RUNNING TO THE

CERDEC TOWER AS PART OF THE NJANG AASF

PROJECT. THE CONTRACTOR SHALL UTILIZE THE

(24) SPARE STRANDS OF SINGLEMODE OSP FIBER

LEFT IN THE SPLICE ENCLOSURE TO SERVE THE

NEW CERDEC FACILITY.

- CONT'D

G

FI

GFI

S

W

W

W W

GEN

TL

UE

UE

UE

U E

UE

FIRE WATER

STORAGE TANK

L13 - 37,39,41

L12 - 31,33,35

L11 - 33,35,37

L11 - 36,38,40

PP1 - 2,4,6

PP1 - 7,9,11

WP

WP

L12 - 34

EG401

ES503

UE UE

UE

UE

UE

UE

EB1 - 8,10,12

M

AY

N

YD

A

/E B

O R

D

ER

FI

LE

N

AM

E:

S ub m itt ed b y:

Pl ot

D at e:

FS

B

Te le ph on e

0-

, F ax

-7

B ro ad w ay E xt

St e

0, O kl ah om a C ity , O

K Ar ch ite ct s

En gi ne er s Pl an ne rs

A N

SI

D

U . S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

N

EW

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

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FS

B

/0 2/

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L-

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U M

B

W

FY

Q

-1 0-

D -0

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C

ER

D

EC

F lig ht A ct iv ity F ac ilit y La ke hu rs t N

AE

S

JB

M cG ui re /D ix /L ak eh ur st

, N ew

J er se y

US Army Corps of Engineers

New York District

SHEET OF 530

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N

AM

E:

D W

N B

Y:

C

KD

B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E:

S

IZ

E

S U

B M

IT

TE

D B

Y:

P

LO

T D

AT

E:

C O

N

TR

A C

T N

O

P

LO

TT

E

D B

Y:

D

ES

C

R

IP

TI

O

N M

AR

K

A

PP

R

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E A

PP

R

D

2 3

C

4 5

A

B

SHEET

REFERENCE

NUMBER

0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

JAMES

16166

O K L A H O M A

LI

C

EN

SE

D

PROFESS IO NA L

ENG

IN

EER

xx xx c-xx x.

dw g

C :\U se rs

\m xk

\D oc um en ts \0

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M

BK

JT

L

M

BK

SCALE: 1" = 20'-0"

1 ELECTRICAL SITE PLAN

N

SHEET KEYNOTES

1. SEE DETAIL 1/ES502.

2. SEE DETAIL 2/ES502.

3. SEE DETAIL 3/ES502.

4. 240V, 3 PHASE, 30A NEMA 3R DISCONNECT TO

SERVE THE ALTITUDE VALVE ENCLOSURE 5KW

HEATER.

5. 480V, 3 PHASE, 30A NEMA 3R DISCONNECT TO

SERVE THE ELECTRIC CIRCULATING HEATER.

6. 125V, 20A RECEPTACLE OUTLET INSIDE THE

ENCLOSURE.

7. UNDERGROUND HOMERUN TO PANEL EB1. SEE

SHEET EP601 FOR CONDUIT AND CONDUCTOR

SIZING INFORMATION. IN ADDITION TO THE

FEEDER CONDUIT, RUN (1) 1-1/2"

UNDERGROUND CONDUIT FROM THE LOAD

BANK UNIT TO THE CORREPONDING LOAD BANK

REMOTE CONTROL PANEL IN ELECTRICAL

ROOM 108. LOAD BANK CONTROL CABLING

SHALL BE IN ACCORANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS. BOTH

CONDUITS SHALL BE BURIED AT 30" BELOW

FINISHED GRADE NOMINAL, AND BOTH

CONDUITS SHALL BE ENCASED IN A MINIMUM OF

3" OF #3500 CONCRETE.

8. 480V, 3 PHASE, 150KW ADJUSTABLE OUTDOOR

RESISTIVE LOAD BANK. CONTRACTOR SHALL

INSTALL LOAD BANK ON A REINFORCED

CONCRETE HOUSEKEEPING PAD.

CONTRACTOR SHALL POWER THE INTERNAL

ANTI-CONDENSATION HEATER FROM THE

AUXILIARY POWER PANEL IN GENERATOR

ENCLOSURE. CONTRACTOR SHALL SIZE

BREAKER, CONDUIT, AND WIRE AS REQUIRED BY

THE LOAD BANK MANUFACTURER. RUN LOAD

BANK HEATER CONDUIT UNDERGROUND

BETWEEN GENERATOR ENCLOSURE AND LOAD

BANK.

0 1' 20' 40'

GENERAL NOTES

A. THE CONTRACTOR SHALL CONFIRM THE SIZE OF

THE ALTITUDE VALVE ENCLOSURE HEATERS AS

WELL AS THE CIRCULATING HEATER FOR THE

FIRE PROTECTION SYSTEM TANKS. THE

CONTRACTOR SHALL MAKE ADJUSTMENTS TO

THE WIRING, BREAKERS, AND DISCONNECT

SWITCHES AS REQUIRED AT NO ADDITIONAL

COST TO THE GOVERNMENT.

E

5' - 0"

TX

TX

TX TX

TX

TX

TX

TX

TX

TX

TX

TX

40' - 0"

40' - 0"

40' - 0"

5 10

6 9

TYPICAL

5 9

R

X

82.4°

41' - 4"

41' - 4"

41' - 4"

41' - 4"

41' - 4"

M

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US Army Corps of Engineers

New York District

SHEET OF 530

S O

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REFERENCE

NUMBER

0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

JAMES

16166

O K L A H O M A

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PROFESS IO NA L

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SCALE: 1" = 20'-0"

1 ENLARGED AIRFIELD LIGHTING SITE PLAN

N

0 1' 20' 40'

SHEET KEYNOTES

1. PROVIDE 1-#6 FAA TYPE L-824-C 5 KV CABLE

AND 1-#6 GREEN INSULATED COPPER GROUND,

IN A 1X2" CONCRETE ENCASED PVC DUCT BANK.

THESE CONDUCTORS SHALL BE CONNECTED TO

THE TAXIWAY LIMA AIRFIELD LIGHTING CIRCUIT.

2. PROVIDE 2-#6 FAA TYPE L-824-C 5 KV CABLES

AND 1-#6 GREEN INSULATED COPPER GROUND,

IN A 1X2" CONCRETE ENCASED PVC DUCT BANK.

THESE CONDUCTORS SHALL BE CONNECTED TO

THE TAXIWAY LIMA AIRFIELD LIGHTING CIRCUIT.

3. NOT USED.

4. NEW MANHOLE #7. INSTALL NEW 6'-0" x 8'-0" x

84" MANHOLE. REWORK EXISTING 6x2"

CONCRETE ENCASED DUCT BANK AS

REQUIRED. MANHOLE LID SHALL READ

"AIRFIELD LIGHTING", ALL CONDUCTORS

PASSING THROUGH THIS MANHOLE SHALL BE

LOOPED ONCE AROUND THE INTERIOR

PERIMETER IN ORDER TO PROVIDE SLACK.

5. EXISTING 6x2" CONCRETE ENCASED AIRFIELD

LIGHTING DUCT BANK. REWORK DUCT BANK AS

REQUIRED TO REMOVE EXISTING MANHOLE #7

AND TO INSTALL NEW MANHOLE #7.

6. EXISTING 2x2" CONCRETE ENCASED AIRFIELD

LIGHTING DUCT BANK.

7. APPROXIMATE LOCATION OF ALZ LIGHTING

FIXTURE WHICH IS CLOSEST TO MANHOLE #7.

8. NOT USED.

9. PROVIDE 2-#6 FAA TYPE L-824-C 5KV CABLES

AND 1-#6 GREEN INSULATED COPPER GROUND

IN A DEDICATED 2" DUCT WITHIN THE

EXISTING/REWORKED AIRFIELD LIGHTING DUCT

BANK. THESE CONDUCTORS SHALL SERVE THE

EXISTING ALZ AIRFIELD LIGHTING CIRCUIT.

CONNECT TO EXISTING ALZ AIRFIELD LIGHTING

CIRCUIT CONDUCTORS AT EXISTING MANHOLE #

6 (KEYNOTE 3 ON SHEET ES101) AND EXISTING

ALZ LIGHT FIXTURE BASE (KEYNOTE 7).

10. PROVIDE 2-#6 FAA TYPE L-824-C 5KV CABLES

AND 1-#6 GREEN INSULATED COPPER GROUND

IN A DEDICATED 2" DUCT BANK WITHIN THE

EXISTING/REWORKED AIRFIELD LIGHTING DUCT

BANK. THESE CONDUCTORS SHALL SERVE THE

EXISTING TAXIWAY LIMA AIRFIELD LIGHTING

CIRCUIT. CONNECT TO EXISTING TAXIWAY LIMA

AIRFIELD LIGHTING CIRCUIT CONDUCTORS AT

EXISTING MANHOLE #6 (KEYNOTE 3 ON SHEET

ES101) AND EXISTING TAXIWAY LIMA LIGHT

FIXTURE BASE (KEYNOTE 8 ON SHEET ES101).

11. TYPICAL TAXIWAY EDGE LIGHT. PLACE

TAXIWAY EDGE LIGHT A MAXIMUM OF 10'-0"

FROM THE EDGE OF THE FULL STRENGTH

TAXIWAY PAVEMENT. THE LINE OF LIGHTS ON

BOTH SIDES OF THE TAXIWAY SHALL BE THE

SAME DISTANCE FROM THEIR RESPECTIVE

TAXIWAY SIDES.

12. PAIR OF TAXIWAY ENTRANCE/EXIT LIGHTS. THE

FIRST LIGHT SHALL BE IN LINE WITH THE OTHER

TAXIWAY EDGE LIGHTS, AND THE SECOND

LIGHT SHALL BE 5'-0" OUT ON A LINE EXTENDING

THROUGH THE FIRST LIGHT AND

PERPENDICULAR TO THE SIDE OF THE RUNWAY.

SEE DETAIL 5 ON SHEET ES504.

13. NOT USED.

14. FAA TYPE L-858Y TAXIWAY GUIDANCE AND

INFORMATION SIGN. SIGN SHALL BE STYLE 2,

SIZE 3 WITH 1 MODULE. SIGN SHALL BE LED

TYPE, 3 STEP (4.8A TO 6.6A). SEE CIVIL

DRAWING AND SPECIFICATIONS FOR EXACT

SIGN POSITION, LAYOUT, AND MESSAGE.

15. FAA TYPE L-858R MANDATORY SIGN. SIGN

SHALL BE STYLE 2, SIZE 3 WITH 2 MODULES.

SIGN SHALL BE LED TYPE, 3 STEP (4.8A TO 6.6A).

SEE CIVIL DRAWINGS AND SPECIFICATIONS

FOR EXACT SIGN POSITION, LAYOUT, AND

MESSAGE.

16. NOT USED.

17. NOT USED.

18. THIS TAXIWAY EDGE LIGHT SHALL REMAIN AT

LEAST 2'-0" AWAY FROM THE IMAGINARY LINE

RUNNING THROUGH THE RUNWAY EDGE LIGHTS.

SEE DETAIL 5 ON SHEET ES504.

GENERAL NOTES

A. LOCATIONS FOR ALL EXISTING EQUIPMENT,

MANHOLES, DUCTBANKS, ETC. ARE

APPROXIMATE ONLY. CONTRACTOR SHALL

FIELD VERIFY

SHEET KEYNOTES

19. CENTER OF CURVATURE FOR PLACING THE

TAXIWAY EDGE LIGHTING ALONG THE CURVE IS

LOCATED AT N: 439,305.43 E: 536,129.44. THE

RADIUS OF CURVATURE IS 144'-1". THE CHORD

LENGTH BETWEEN TAXIWAY EDGE LIGHTS ALONG

THE CURVE IS 41'-4".

27' - 6"

27' - 6"

27' - 6"

27' - 6"HP

HP

TX

TX

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

TX

HP

HP

HP

HP

TX

1 27' - 6

27' - 6

27' - 6

27' - 6

27' - 6"

27' - 6"

27' - 6"

27' - 6"

27' - 6

27' - 6

27' - 6

27' - 6

TYPICAL

TYPICAL

TYPICAL

M

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US Army Corps of Engineers

New York District

SHEET OF 530

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REFERENCE

NUMBER

0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

JAMES

16166

O K L A H O M A

LI

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PROFESS IO NA L

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SCALE: 1" = 20'-0"

1 ENLARGED ELECTRICAL AIRFIELD LIGHTING SITE DEMO PLAN

0 1' 20' 40'

N

SHEET KEYNOTES

1. PROVIDE 1-#6 FAA TYPE L-824-C 5 KV CABLE AND

1-#6 GREEN INSULATED COPPER GROUND, IN A

1x2" CONCRETE ENCASED PVC DUCT BANK.

THESE CONDUCTORS SHALL BE CONNECTED TO

THE TAXIWAY LIMA AIRFIELD LIGHTING CIRCUIT.

2. PROVIDE 2-#6 FAA TYPE L-824-C 5 KV CABLES AND

1-#6 GREEN INSULATED COPPER GROUND, IN A

1X2" CONCRETE ENCASED PVC DUCT BANK.

THESE CONDUCTORS SHALL BE CONNECTED TO

THE TAXIWAY LIMA AIRFIELD LIGHTING CIRCUIT.

3. NOT USED.

4. TYPICAL HELIPAD PERIMETER LIGHT.

5. NOT USED.

6. TYPICAL TAXIWAY EDGE LIGHT. PLACE TAXIWAY

EDGE LIGHT A MAXIMUM OF 10'-0" FROM THE EDGE

OF THE FULL STRENGTH TAXIWAY PAVEMENT. THE

LINE OF LIGHTS ON BOTH SIDES OF THE TAXIWAY

SHALL BE THE SAME DISTANCE FROM THEIR

RESPECTIVE TAXIWAY SIDES.

7. THE DIMENSIONS SHOWN ARE BASED ON EACH

HELIPAD PERIMETER LIGHT BEING PLACED 5 FEET

FROM THE OUTER EDGE OF THE HELIPAD. THE

CONTRACTOR MAY ADJUST THIS DISTANCE TO A

LARGE AS 7.5 FEET FROM THE EDGE OF THE

HELIPAD. ALL HELIPAD LIGHTS SHALL BE AN

EQUAL DISTANCE FROM THE HELIPAD.

GENERAL NOTES

A. LOCATIONS FOR ALL EXISTING EQUIPMENT,

MANHOLES, DUCTBANKS, ETC. ARE

APPROXIMATE ONLY. CONTRACTOR SHALL

TX

TX

TX

TX

TX

TX

TX

TX

TXTX

TX

TX

TX

TX

40' - 0"

40' - 0"

98' - 9"

5' - 0"

5'

0"

TYPICAL

R 118' - 1 1"

38' - 10"

38' - 10"

R

1"

39' - 0"

39' - 0"

39' - 0"

39' - 0"

M

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F lig ht A ct iv ity F ac ilit y La ke hu rs t N

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M cG ui re /D ix /L ak eh ur st

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US Army Corps of Engineers

New York District

SHEET OF 530

S O

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SHEET

REFERENCE

NUMBER

0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

JAMES

16166

O K L A H O M A

LI

C

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PROFESS IO NA L

ENG

IN

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SCALE: 1" = 20'-0"

1 ENLARGED AIRFIELD LIGHTING SITE PLAN

0 1' 20' 40'

N

SHEET KEYNOTES

1. PROVIDE 1-#6 FAA TYPE L-824-C 5 KV CABLE

AND 1-#6 GREEN INSULATED COPPER

GROUND, IN A 1X2" CONCRETE ENCASED PVC

BANK. THESE CONDUCTORS SHALL BE

CONNECTED TO THE TAXIWAY LIMA AIRFIELD

LIGHTING CIRCUIT.

2. PAIR OF TAXIWAY ENTRANCE/EXIT LIGHTS. THE

FIRST LIGHT SHALL BE IN LINE WITH THE

OTHER TAXIWAY EDGE LIGHTS, AND THE

SECOND LIGHT SHALL BE 5'-0" OUT ON A LINE

EXTENDING THROUGH THE FIRST LIGHT AND

PERPENDICULAR TO THE SIDE OF THE APRON.

SEE DETAIL 5 ON SHEET ES504.

3. TYPICAL TAXIWAY EDGE LIGHT. PLACE

TAXIWAY EDGE LIGHT A MAXIMUM OF 10'-0"

FROM THE EDGE OF THE FULL STRENGTH

TAXIWAY PAVEMENT. THE LINE OF LIGHTS ON

BOTH SIDES OF THE TAXIWAY SHALL BE THE

SAME DISTANCE FROM THEIR RESPECTIVE

TAXIWAY SIDES.

4. CENTER OF CURVATURE FOR PLACING THE

TAXIWAY EDGE LIGHTING ALONG THE CURVE

IS LOCATED AT N: 438,351.10 E: 537,197.16. THE

RADIUS OF CURVATURE IS 118'-11". THE

CHORD LENGTH BETWEEN TAXIWAY EDGE

LIGHTS ALONG THE CURVE IS 38'-10".

5. CENTER OF CURVATURE FOR PLACING THE

TAXIWAY EDGE LIGHTING ALONG THE CURVE

IS LOCATED AT N: 438,720.42 E: 537,350.22. THE

RADIUS OF CURVATURE IS 168'-11". THE

CHORD LENGTH BETWEEN TAXIWAY EDGE

LIGHTS ALONG THE CURVE IS 39'-0".

GENERAL NOTES

A. LOCATIONS FOR ALL EXISTING EQUIPMENT,

MANHOLES, DUCTBANKS, ETC. ARE APPROXIMATE

ONLY. CONTRACTOR SHALL FIELD VERIFY.

CONDUIT AND

CONDUCTORS AS

SHOWN ON PLAN

ANCHOR BOLTS, (4) 36"x1"x4"

(OR PER MANUF.)

#5 DEFORMED RE-BAR TIES

EQUALLY SPACED

(TYP. OF 6)

CAST CONCRETE BASE

AGAINST UNDISTURBED

OR COMPACTED (95% MIN.)

EARTH

#3 DEFORMED RE-BAR

SECTION A-A

GROUNDING LUG BONDED TO POLE

STEEL AT POLE INTERIOR

NEAR HANDHOLE AND CONTINUED

TO GROUND ROD.

3/4" CHAMFER

CAST CONCRETE BASE

AGAINST UNDISTURBED

OR COMPACTED (95% MIN.)

EARTH

24"

MIN.

6'-0"

AA

HANDHOLE WITH GASKET

GROUND WIRE, #8

CONDUIT BUSHING

GALVANIZED STEEL BASE COVER

ANCHOR BOLTS, (4) 36"x1"x4"

FINISHED GRADE

#3 DEFORMED RE-BAR TIES

AT 12" O/C MIN.

6#5 DEFORMED REBARS

3" MIN. CLEARANCE

LEVELING NUTS ABOVE AND

BELOW POLE BASE PLATE

GROUT IN ALL AROUND BETWEEN

BOTTOM OF POLE BASE PLATE AND

TOP OF POLE CONCRETE BASE

FOLLOWING POLE ERECTION AND

FINAL LEVELING

ELEVATION VIEW

24"

MIN.

6"

FOR FIXTURES "P", "P2" & "P5";

STRAIGHT - STEEL POLE,

6" ROUND X 30 FT., WITH FULL

BASE COVER AND 0.125"

MINIMUM WALL THICKNESS.

FOR FIXTURE "P15";

STRAIGHT - STEEL POLE,

4" ROUND X 16 FT., WITH FULL

BASE COVER AND 0.125"

MINIMUM WALL THICKNESS.

3/4" X 10'

COPPER WELD

GROUND ROD

POLE ASSEMBLY SHALL BE RATED

TO WITHSTAND SUSTAINED 100MPH

WINDS WITH GUST UP TO 130MPH.

TO POLE

BASE

NOTES:

1. PRECAST CONC. JUNCTION BOX. SET TOP FLUSH WITH TOP OF FINISHED GRADE,

14.25"x20" MIN. OUTSIDE DIMENSIONS.

2. STEEL PLATE, TRAFFIC RATED, BOLT-DOWN COVER.

3. HOLD DOWN BOLT (2) REQUIRED (TYPICAL).

4. 1" HIGH LETTERING, PERMANENTLY STAMPED ON COVER.

5. PROVIDE 6" GRAVEL FILL BELOW BOTTOM OF BOX FOR DRAINAGE.

6. 9 GA. WELDED WIRE FRAME.

7. 3/4" DIA. x10'-0" COPPER-CLAD STEEL GROUND ROD.

8. TYPICAL GROUND CONDUCTORS SHALL BE CLAMPED TO GROUND ROD.

9. U.G. PVC CONDUITS TO LIGHTING FIXTURES.

10. 6" ABOVE TOP OF GRAVEL.

11. LIGHTING CIRCUIT, SEE SITE PLANS FOR ROUTING.

CL

'-0

TYPE "FPL"

IN GROUND

SPOT LIGHT

FIXTURES.

24"24"

CL

12" DIAMETER

30"

SEE LIGHTING

FIXTURE SCHEDULE

SHEET ES603.

1. HANDHOLE FOR OPERATOR POWER. COORDINATE EXACT

REQUIREMENTS WITH OPERATOR PROVIDER.

2. HANDHOLE FOR ACCESS CONTROLS.

3. 1 1/2" CONDUIT FOR CONTROL WIRING.

4. CONTRACTOR SHALL CONFIRM ACTUAL GATE MOTOR

ELECTRICAL REQUIREMENTS. CONTRACTOR SHALL

PROVIDE CORRECT SIZE WIRING AND BREAKER AS

REQUIRED AT NO ADDITIONAL COST TO GOVERNMENT

5. 2" CONTROL CONDUIT TO ACCESS CONTROL PANEL IN

ROOM 157.

NOTES:

ENTEREXIT

PUBLIC SIDE

SECURE SIDE

ACCESS CONTROL

DEVICE CARD

READER, ETC.

RESET

LOOP

RESET

LOOP

FREE

EXIT

LOOP

OPERATOR

E D

G E

O F

P

VM

T

E D

G E

O F

P

VM

T

BOLLARD

RE:1/C-506

(TYP)

#10 H5-23 (EAST GATE)

L12-37 (WEST GATE)

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ACCORDINGLY

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1 TYPICAL AREA LIGHT POLE/BASE DETAIL

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2 TYPICAL AREA LIGHTING HANDHOLE DETAIL

SCALE: NTS

3 FLAGPOLE LIGHTING DETAIL

SCALE: NTS

4 GATE PLAN DETAIL

YELLOW UNDERGROUND

WARNING TAPE MARKER

FP1

3"

12"

3" SCHED 40 PVC

CONDUIT

FINISHED GRADE

21"

3" 3" 3" 3"

FP2 HP1

3"

1 1/2" SCHED 40 PVC

CONDUIT

3500# CONCRETE

DRIVE #3 REBAR

THROUGH CONDUIT

SPACER (TYP)

1/

2"

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WARNING TAPE MARKER

3"

12"

4" SCHED 40 PVC

CONDUIT TO MSWBD

FINISHED GRADE

26"

3" 3" 3" 3"

3"

1 1/2" SCHED 40 PVC

CONDUIT TO ATS2

3500# CONCRETE

DRIVE #3 REBAR

THROUGH CONDUIT

SPACER (TYP)

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3"

YELLOW UNDERGROUND

WARNING TAPE MARKER

3"

12"

3" SCHED 40 PVC

CONDUIT TO PNL "EB1"

FINISHED GRADE

14"

3" 3"

3"

3500#

CONCRETE

DRIVE #3 REBAR

THROUGH CONDUIT

SPACER (TYP)

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AUX. POWER

(TYPICAL)

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1 FIRE PROTECTION PUMPS FEEDER DUCT BANK

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2 480V MAIN SERVICE DUCT BANK

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3 480V EMERGENCY GENERATOR DUCT BANK

GENERAL NOTES

A. PROVIDE A REINFORCING CAGE AROUND DUCTS

UNDER PAVED AREAS AND EXTENDING A MINIMUM

OF 3' BEYOND EDGE OF PAVEMENT. CAGE SHALL

CONSIST OF #4 REBAR IN EACH CORNER AND AT

THE MIDPOINT HORIZONTALLY ACROSS THE

DUCTS. BARS SHALL HAVE A MINIMUM OF 2"

CONCRETE COVER. AT 5' INTERVALS, PROVIDE A

#3 REBAR GIRDLE AROUND THE DUCTS. GIRDLE

SHALL HAVE 2" OF CONCRETE COVER MINIMUM.

" 24"

7.8"8.1"

6"

3500# CONCRETE

YELLOW

UNDERGROUND

WARNING TAPE

MARKER

FINISHED GRADE

5" SCHED 40 PVC

CONDUIT (TYP)

DRIVE #5 REBAR

THROUGH

CONDUIT SPACER

4 1/2"

36"

BOTTOM

TOP

4'-00"

AS INDICATED

ON PLAN

BASE

TOP

6'-00"

4'-00"

NOTES:

1. #4 REBAR HOOKS FOR HANDLING.

2. GROOVE TO RECEIVE PRE-CAST NECKING.

3. 7/8" DIA. PULLING IRON OPPOSITE KNOCKOUTS. 9 EACH INCLUDING SUMP.

4. 12" DIA. SUMP (FLR. SLOPES TO SUMP).

5. GROUND ROD 5/8" DIA. COPPER GROUND ROD FACTORY CONNECTED TO REBAR.

ONE IN FLOOR SECTION. ONE IN ROOF SECTION.

6. KNOCKOUT TERMINATORS, 20 PLACES EACH END. SIZE KNOCKOUTS AS REQUIRED.

7. PROVIDE JOINT SEALANT FOR A WATERPROOF SEAL.

8. RATED FOR H2O BRIDGE LOADING.

9. PRECAST CONCRETE MANHOLE.

10. SEE DETAIL 6/ES503 FOR MANHOLE COVER AND LADDER INSTALLATION DETAIL.

NOTES:

1. PRECAST CONCRETE MANHOLE CONE.

2. GALVANIZED STEP SUPPORT BAR 3/4" DIA.

PLACED BETWEEN JOINTS 12" O.C. FOR

EXTENDED GRADE RINGS.

3. HANG FROM SUPPORT BAR.

4. GALVANIZED STEEL LADDER 12" WIDE WITH 5/8"

DIA RINGS.

5. GROUND WITH #4/0 WIRE. PROVIDE BOLTED LUG

CONNECTION TO LADDER.

6. LENGTH AS REQUIRED TO HOOK ON SUPPORT

BAR AND REST ON CONC. FLOOR AT 15 ANGLE

FROM VERTICAL PLANE.

7. TRAFFIC COVER.

8. FRAME.

9. STAINLESS STEEL ADJUSTING STUDS. 4 PLACES.

10. 1/2" DIAMETER INSERTS FOR ADJUSTING STUDS.

4 PLACES.

11. PRECAST CONCRETE GRADE RINGS QUANTITY

AS REQUIRED TO SET COVER 1" ABOVE

ADJACENT GRADE.

.25

24"

NO

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7.8"8.1"

5.8 4"

7.5

YELLOW UNDERGROUND

WARNING

TAPE MARKER 12" BELOW

FINISHED GRADE

FINISHED GRADE

DRIVE #5 REBAR

THROUGH

CONDUIT SPACER

4" SCHED 40 PVC

CONDUIT (TYP)

3500#

CONCRETE

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ACCORDINGLY

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1 35KV PRIMARY DUCT BANK

SCALE: NTS

3 TYPICAL MANHOLE DETAIL

SCALE: NTS

6 TYPICAL MANHOLE LADDER AND INSTALLATION

SCALE: NTS

5 COMMUNICATION SYSTEM DUCT BANK

GENERAL NOTES

A. PROVIDE A REINFORCING CAGE AROUND DUCTS

UNDER PAVED AREAS AND EXTENDING A MINIMUM

OF 3' BEYOND EDGE OF PAVEMENT. CAGE SHALL

CONSIST OF #4 REBAR IN EACH CORNER AND AT

THE MIDPOINT HORIZONTALLY ACROSS THE

DUCTS. BARS SHALL HAVE A MINIMUM OF 2"

CONCRETE COVER. AT 5' INTERVALS, PROVIDE A

#3 REBAR GIRDLE AROUND THE DUCTS. GIRDLE

SHALL HAVE 2" OF CONCRETE COVER MINIMUM.

ELEVATION

5" 1"

Duct Duc t

PLAN

D uc t 2' -0

2'-0"

CENTER BLOCK

OVER END OR

BEND OF DUCT

DUCT MARKER NOTES

1. LETTERS, NUMBERS AND ARROWS ON DUCT AND CABLE/SPLICE MARKERS SHALL BE IMPRESSED IN

CONCRETE. HAND LETTERING WILL NOT BE ACCEPTABLE. DIRECTION OF ARROW(S) FOR CABLE

MARKERS SHALL BE AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. LETTERS SHALL BE APPROXIMATELY 4" HIGH X 3" WIDE X 1/4 " DEEP WITH 1/2 " STROKE WIDTH. CONTRACTOR

SHALL INDICATE NUMBER OF DUCTS ON DUCT MARKER.

2. DUCT MARKERS SHALL BE INSTALLED AT ALL DIRECTIONAL CHANGE POINTS OF DUCT RUNS AND 200' APART (MAX.) ALONG STRAIGHT DUCT RUNS AS WELL AS DUCT ENDS. SPLICE MARKERS SHALL BE

INSTALLED AT ALL CABLE SPLICE-POINTS.

3. THE CONTRACTOR SHALL BACKFILL ALL DUCT TRENCHES USING 8" MAXIMUM LIFTS AND COMPACT EACH LIFT TO ACHIEVE A MINIMUM OF 95% RELATIVE COMPACTION. LOAM AND SEED SHALL NOT BE USED

BENEATH PAVEMENT SUBGRADE.

4. THE CONTRACTOR MUST PROVIDE "RECORD DRAWINGS" WITH DISTANCE TO CENTERLINE OF EACH TRENCH, AND SERVICES CONTAINED THEREIN. ADDITIONALLY, DUCT AND SPLICE MARKER LOCATIONS

MUST BE CLEARLY SHOWN ON THE "AS-BUILT" PLANS AND THE CONTRACTOR MUST PROVIDE

DIMENSIONED DRAWINGS OF CABLES LOCATED BENEATH EACH MARKER.

#4 AWG SOLID

BARE COPPER

COUNTERPOISE,

SEE NOTE 2

SEE NOTE 3

6" MIN.

8"

9"

LC

A

3"

MIN

3" MIN.

BACKFILL (SEE CIVIL

SPECIFICATION)

SEE NOTE 1

P-610

3"

MIN

2" SCHEDULE

40 PVC TYP.

FINISHED GRADE OR TOP

OF PAVING SUBGRADE

#4 AWG SOLID

BARE COPPER

COUNTERPOISE,

SEE NOTE 2

SEE NOTE 3

6" MIN.

8"

9"

LC

BA

3"

MIN

MIN

3"

3" MIN.

BACKFILL (SEE CIVIL

SPECIFICATION)

SEE NOTE 1

P-610

3"

MIN

2" SCHEDULE

40 PVC TYP.

FINISHED GRADE OR TOP

OF PAVING SUBGRADE

SEE NOTE 3

9"

SEE NOTE 1

C

3"

MIN

F

3" MIN.

6" MIN.

3" MIN.

8"

BACKFILL (SEE CIVIL

SPECIFICATION)

BA

E

MIN

3"

D

3"

MIN

P-610

2" SCHEDULE

40 PVC TYP.

MIN

C

FINISHED GRADE OR

TOP OF PAVING SUBGRADE

3"

L

#4 AWG SOLID BARE

COPPER COUNTERPOISE,

SEE NOTE 2

CONCRETE ENCASED DUCT BANK NOTES:

1. INSTALL AN APPROVED, YELLOW PLASTIC, DETECTABLE, MAGNETIC, 6" WIDE

TAPE STATING "BURIED ELECTRICAL LINE BELOW", 8" BELOW FINISHED GRADE

ABOVE ALL PORTIONS OF DUCT BANKS AND CONDUITS NOT INSTALLED UNDER

AIRFIELD PAVEMENTS.

2. THE COUNTERPOISE SHALL BE POSITIONED ACCORDINGLY WHEN NOT UNDER

RUNWAY OR TAXIWAY SHOULDER PAVEMENT:

a) 9" ABOVE THE DUCT BANK (INCLUDING CONCRETE)

b) EXCEPTIONS MAY HAVE TO BE MADE TO (A) ABOVE

UNDER FULL STRENGTH PAVEMENT, THE 9" WILL VARY,

DEPENDENT ON BASE AND PAVEMENT THICKNESS.

3. THE DEPTH OF BURIAL TO THE TOP OF THE DUCT BANK MUST BE A MINIMUM OF

48" BELOW UNPAVED AREAS AND A MINIMUM OF 24" BELOW THE SUBGRADE

AT THE CROWN OF ANY PAVEMENT. ALSO SEE SPECIFICATIONS AND AIRFIELD

DUCT LAYOUT PLANS.

4. ALL BACKFILL SHALL COMPLY WITH THE CIVIL SPECIFICATIONS.

5. CONTRACTOR SHALL FIELD VERIFY ALL CONDUIT SIZES AND QUANTITIES AS

WELL AS CIRCUITS AND WIRING BEFORE PERFORMING ANY WORK.

6. CABLES SHALL BE DISTRIBUTED AMONG DUCTS AS SHOWN ON THE PLANS.

7. ALL BELOW GRADE ROADWAY CROSSINGS SHALL BE CONCRETE ENCASED

WITH REINFORCING AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS.

2FT MIN.

5FT

TYPICAL

RUNWAY

(OR APRON)

TYPICAL

TAXIWAY

POINT OF TANGENCY BETWEEN TAXIWAY

AND RUNWAY (OR APRON)

RUNWAY EDGE LIGHTING ALONG

THIS LINE

TYPICAL TAXIWAY

EDGE LIGHT

PAIR OF TAXIWAY

ENTRANCE/EXIT

LIGHTS (TYPICAL)

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US Army Corps of Engineers

New York District

SHEET OF 530

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0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

GARY W.

JAMES

16166

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4 AIRFIELD LIGHTING DUCT MARKER DETAIL

SCALE: NTS

1-WAY 2" DUCT BANK AIRFIELD LIGHTING

CONCRETE ENCASED

SCALE: NTS

2-WAY 2" DUCT BANK AIRFIELD LIGHTING

CONCRETE ENCASED

SCALE: NTS

6-WAY 2" DUCT BANK AIRFIELD LIGHTING

CONCRETE ENCASED

SCALE: NTS

TYPICAL TAXIWAY ENTRANCE/EXIT LIGHT

LAYOUT AT POINT OF TANGENCY

NOTE:

XXXXX

12"

TYP

3"

L-824, 1/C #6 (5 kV) CABLE

CABLE ID TAG, TYP

SEE DETAIL THIS

SHEET

NOTES:

1. COORDINATE WITH CONNECTOR KIT TO

ASSURE PROPER AND WATERTIGHT FIT.

2. HEAT SHRINK IS NOT REQUIRED WHERE

THE CABLE ENTERS THE CONNECTOR ON

FACTORY MOLDED CONNECTORS.

L-823 PLUG

AND

RECEPTACLE

XXXXX 3/16" DIA. HOLE, ATTACH TO

L-824 CABLE WITH A 16 GAUGE

SOLID BRASS WIRE.

2" DIA. 18 GAUGE

BRASS TAG

3/8" TEXT. ID PER DIRECTION OF

AIRFIELD MANAGER VIA THE

CONTRACTING OFFICER'S

REPRESENTATIVE

1/2

1/2

1000 FEET

1000 FEET ALTERNATE

EDGE OF TAXIWAY PAVEMENT

GROUND STRAP (6' MIN.)

(TO BE PROVIDED BY

MANUFACTURER)(TYP.)

LIGHT FIXTURE (TYP. FOR ALL TYPES)

FIXTURE CAN OR HANDHOLE (TYP.)MANUFACTURER SUPPLIED, INSIDE WALL MOUNTED

TYPE GROUND LUG CONNECTION (TYP.)

GROUND ROD (TYP.)

1#6 SOLID GREEN INSULATED

COPPER GND. CONTINUE TO

RUNWAY 06/24 LIGHT FIXTURE

GROUND SYSTEM (TYP.)

COUNTERPOISE (TYP.)

TERMINATE AT RUNWAY 06/24

COUNTER POISE

SHOULDER

PAVEMENT

500 FEET

NOTES:

1.

2.

3.

L-823 CONNECTORS SHALL BE INSTALLED ON ALL CABLES, IN

EACH MANHOLE, BASE CAN, OR OTHER ACCESSIBLE

LOCATIONS AS REQUIRED. L-823 CONNECTORS SHALL BE

INSTALLED SO A PORTION OF THE LOOP CAN BE BYPASSED.

SEE CONNECTOR DETAILS.

ALL L-824 CABLES SHALL BE IDENTIFIED WITH A BRASS TAG

WITH ITS RESPECTIVE CIRCUIT/LOOP NUMBER AT EVERY

MANHOLE, HANDHOLE, AND LIGHT BASE LOCATION. ATTACH THE

ID TAG 12" FROM THE L-823 CONNECTORS. THE LOOPS

SHALL BE IDENTIFIED ON EACH SIDE OF THE CONNECTORS.

L-823 CONNECTORS, NOR ANY OTHER SPLICE METHOD, SHALL

BE INSTALLED INSIDE DUCTS OR CONDUITS, UNDER ANY

CIRCUMSTANCE.

TO LIGHTING LOOPS TO CCR OR LIGHTING LOOPS

TO LIGHTING LOOPS

C0NNECTOR - AMERACE FAA

L823 SUPER CONNECTOR KITS,

OR APPROVED EQUAL.

L-824

CABLE (TYP.)

MALE

TYP.

FEMALE

TYP.

* INSTALL SHRINKABLE

TUBING WITH INTEGRAL

SEALANT OVER

CONNECTORS

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SCAL…

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