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Drawing Vol 2C
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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
136TO
WEST FIELD
HANGAR
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US Army Corps of Engineers
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SHEET OF 530
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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
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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:
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/2
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A
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P O
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G R
AM
JT
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JT
L
P R
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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
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A
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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
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8:
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2/
/2
8:
:3
A
M
ES101
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. 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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New York District
SHEET OF 530
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C R
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D
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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:
:4
A M
2/
/2
8:
:4
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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F lig ht A ct iv ity F ac ilit y La ke hu rs t N
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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
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N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
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B
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B
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D B
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D
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C
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A
PP
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D
AT
E M
AR
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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
_E le c_ m xk .rv t 2/
/2
8:
:5
A M
2/
/2
8:
:5
A
M
ES103
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. 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
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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
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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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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
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IT
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N
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D W
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C R
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PP
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2 3
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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/
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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
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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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2 3
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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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8:
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2/
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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
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S ub m itt ed b y:
Pl ot
D at e:
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0-
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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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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
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A C
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D B
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D
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AR
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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:
:1
A M
2/
/2
8:
:1
A
M
ES401
E N
LA
R
G
ED
P
LA
N V
IE
W
JT
L
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"
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US Army Corps of Engineers
New York District
SHEET OF 530
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2 3
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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
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D
PROFESS IO NA L
ENG
IN
EER
xx xx c-xx x.
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8:
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LA
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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
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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
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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.
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P R
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JT
L
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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N
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B O
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S ub m itt ed b y:
Pl ot D at e:
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0-
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0, O kl ah om a C ity , O
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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
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D W
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C R
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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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2/
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JT
L
JT
L
P R
M
JT
L
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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F lig ht A ct iv ity F ac ilit y La ke hu rs t N
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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
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A
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N
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D W
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D
ES
C R
IP
TI
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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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8:
:3
A M
2/
/2
8:
:3
A
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ES501
S
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AI
LS
JT
L
JT
L
P R
M
JT
L
SCALE: NTS
1 TYPICAL AREA LIGHT POLE/BASE DETAIL
SCALE: NTS
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"
M
IN
YELLOW UNDERGROUND
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)
M
IN
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)
M
IN
1-1/4" GENERATOR
AUX. POWER
(TYPICAL)
3"
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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
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C
IT
A
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N
AM
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D W
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C
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D B
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D
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C
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AR
K
D
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C R
IP
TI
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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:
:1
A M
2/
/2
8:
:1
A
M
ES502
S
IT
E D
ET
AI
LS
JT
L
M
BK
JT
L
M
BK
SCALE: NTS
1 FIRE PROTECTION PUMPS FEEDER DUCT BANK
SCALE: NTS
2 480V MAIN SERVICE DUCT BANK
SCALE: NTS
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
MI
NA
L
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
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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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
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C
KD
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B
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AR
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D
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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
_E le c_ m xk .rv t 2/
/2
8:
:1
A M
2/
/2
8:
:1
A
M
ES503
S
IT
E D
ET
AI
LS
P R
M
M
BK
JT
L
M
BK
SCALE: NTS
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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F lig ht A ct iv ity F ac ilit y La ke hu rs t N
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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
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B
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D B
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D
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C
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IP
TI
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N M
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A
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AT
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AR
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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
_E le c_ m xk .rv t 2/
/2
8:
:1
A M
2/
/2
8:
:1
A
M
ES504
A
IR
FI
EL
D L
IG
H
TI
N
G D
E
TA
IL
S
JT
L
M
BK
JT
L
M
BK
SCALE: NTS
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
M
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S ub m itt ed b y:
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D at e:
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0, O kl ah om a C ity , O
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A N
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. A R
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EN
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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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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
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D
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N
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B
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D
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S
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S U
B M
IT
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D B
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P
LO
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C O
N
TR
A C
T N
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P
LO
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D B
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D
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C
R
IP
TI
O
N M
AR
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A
PP
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D
AT
E M
AR
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D
ES
C R
IP
TI
O N
D
AT
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PP
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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
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GARY W.
JAMES
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SCALE: NTS
2 TYPICAL L-824 (5 KV) CABLE CONNECTOR DETAIL
SCAL…
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