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PROJECT PHASING AND OPERATIONAL CONSTRAINTS
DURATION
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ALLOTTED TME FOR RUSE 3.
2 ME WOMEN OF PHASE 3 (14 CALENo RDAYS STAGE. OcwN MGM JULY 15.
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ABOVE FINISHED FLOOR
AFG
REBAR & CAP
CONSTRUCTION
ACTIVE RUNWAY
AREA
AND
SANITARY SEWER CLEANOUT
ROUTES
OO
STORM DRAIN MANHOLE
AP
ANGLE POINT
CATCH BASIN
AUTOMATED SURFACE OBSERVATION SYSTEM
®EJe
ELECTRICAL JUNCTION BOX
AWG
T
SIGN
DISTANCE REMAINING MARKER
N wv
WATER VALVE
E, ELEC, ELEC
®
MONITORING WELL
— SD
SD
STORM LINE
SS
SS
SANITARY SEWER LINE
W
W
WATER LINE
*— x 11
FULL LOAD AMPERES
1FENCE LINE
P
FT
AERIAL POWER LINE
— -G
FUSE
GAS LINE
P
G,GND
BURIED POWER LINE
GRS
GALVANIZED RIGID STEEL
PROPERTY LINE
HIGH INTENSITY RUNWAY UGHTING
HH
UTILITY POLE
4
HORSEPOWER
RUNWAY/TAXIWAY EDGE LIGHT
LEGEND(PROPOSED)
AMPERE
AFF
ABOVE FINISHED FLOOR
AFG
ABOVE FINISHED GRADE
CONSTRUCTION
ACTIVE RUNWAY
AREA
AND
AIRCRAFT TAXI
ROUTES
AMP
AMPERE
AP
RSA —
ROFA
TSA
TOFA
—APCH —
RPZ
—O 0 0
C5.1
1 ►
E1
6" PERF HDPE SUBDRAIN
STORM DRAIN
RUNWAY SAFETY AREA
RUNWAY OBJECT FREE AREA
TAXIWAY SAFETY AREA
TAXIWAY OBJECT FREE AREA
PART 77 APPROACH SURFACE
RUNWAY PROTECTION ZONE
CONSTRUCTION LIMIT BARRIER FENCE (ORANGE)
BRASS CAP SURFACE MONUMENT
REBAR/CAP
DETAIL REFERENCE
IMAGE REFERENCE
_:::I _ •►
A
AMPERE
AFF
ABOVE FINISHED FLOOR
AFG
ABOVE FINISHED GRADE
AIC
AMPERE INTERRUPTING CAPACITY
AL
ALUMINUM
AMP
AMPERE
AP
ANGLE POINT
ASOS
AUTOMATED SURFACE OBSERVATION SYSTEM
AUTO
AUTOMATIC
AWG
AMERICAN WIRE GAUGE
BKR
BREAKER
BLDG
BUILDING
C
CONDUIT, CONTROL, CONDUCTOR
CCR
CONSTANT CURRENT REGULATOR
CKT
CIRCUIT
q
CENTERUNE
CMU
CONCRETE MASONARY UNIT
CT
CURRENT TRANSFORMER
CU
COPPER
DIA
DIAMETER
DRM
DISTANCE REMAINING MARKER
DWG
DRAWING
E, ELEC, ELEC
ELECTRICAL
EMT
ELECTRICAL METALLIC TUBING
EP
EDGE OF PAVEMENT
EQUIP
EQUIPMENT
EXIST
EXISTING
FAA
FEDERAL AVIATION ADMINISTRATION
FLA
FULL LOAD AMPERES
FLEX
FLEXIBLE
FT
FEET, FOOT
FU
FUSE
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
G,GND
GROUND
GRS
GALVANIZED RIGID STEEL
HIRL
HIGH INTENSITY RUNWAY UGHTING
HH
HANDHOLE
HP
HORSEPOWER
HPS
HIGH PRESSURE SODIUM
HTR
HEATER
ILS INSTRUMENT LANDING SYSTEM
JB JUNCTION BOX
KCMIL
THOUSAND CIRCULAR MILS
KIP
KILO INCH POUND
KV
KILOVOLT
KVA
KILOVOLT - AMPERE
KW
KILOWATT
KWH
KILOWATT - HOUR
LO/TO
LOCK-OUT/TAG-OUT
MALSR
MEDIUM INTENSITY APPROACH UGHT
PAPI
SYSTEM WITH RUNWAY ALIGNMENT
PB
INDICATOR LIGHTS
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
MIRL
MEDUIM INTENSITY RUNWAY UGHTING
MLO
MAIN LUGS ONLY
MT
EMPTY
MV
MEDIUM VOLTAGE
N
NEUTRAL
NEMA
NATIONAL ELECTRICAL MANUFACTURERS
RECEPTACLE
ASSOCIATION
NFPA
NATIONAL FIRE PROTECTION ASSOCIATION
NIC
NOT IN CONTRACT - TO BE INSTALLED BY OTHERS
NTS
NOT TO SCALE
DOS
OUT OF SERVICE
P
POLE, PUMP, POWER
PAPI
PRECISION APPROACH PATH INDICATOR
PB
PULL BOX, PUSHBUTTON
PC
PHOTO -CELL
PH, 0
PHASE
PNL
PANEL
PR
PAIR
PVC
POLYVINYL CHLORIDE
R
RADIUS
SCH
RCPT
RECEPTACLE
REIL
RUNWAY
END IDENTIFIER UGHT
RM
ROOM
SPEC
ROFA
RUNWAY
OBJECT FREE AREA
RPZ
RUNWAY
PROTECTION ZONE
RSA
RUNWAY
SAFETY AREA
RWY, R/W RUNWAY
SCA
SHORT CIRCUIT AMPS
SCH
SCHEDULE
SE
SERVICE ENTRANCE
S.O.
HARD SERVICE OIL -RESISTANT
SPD
SURGE PROTECTIVE DEVICE
SPEC
SPECIFICATION
SQ
SQUARE
SS
STAINLESS STEEL
STA
STATION
SW
SWITCH
PISS
TRANSIENT VOLTAGE SURGE SUPPRESSOR
TSA
TAXIWAY SAFETY AREA
TWY, T/W
TAXIWAY
TYP
TYPICAL
XFMR
TRANSFORMER
UG
UNDERGROUND
UNO
UNLESS NOTED OTHERWISE
U.S.E.
UNDERGROUND SERVICE ENTRANCE CABLE
UV
UTILITY VAULT, CO.
V
VOLT
VA
VOLT - AMPERE
VASI
VISUAL APPROACH SLOPE INDICATOR
WP WATERPROOF
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOTE:
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
T-400108 R-400149
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DATE
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Ngo` 23-2010-007
T-400108 R-400149
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GENERAL
CROUSE HINDS SIZE 2, PART
NOTES:
85821-38-1, TYPICAL
EXCEPT FOR DISTANCE TO
GO SIGNS WHICH ARE SIZE 5.
VERIFY
DIMENSIONS AND PART
NUMBERS AS REQUIRED.
1. NEW
TAXIWAY
CIRCUIT
ROUTING
WILL
MIMIC
EXISTING.
ROUTING
SHOWN
IS
DIAGRAMMATIC.
2. EXISTING SIGNS ARE 2003
CROUSE HINDS SIZE 2, PART
NUMBER
85821-38-1, TYPICAL
EXCEPT FOR DISTANCE TO
GO SIGNS WHICH ARE SIZE 5.
VERIFY
DIMENSIONS AND PART
NUMBERS AS REQUIRED.
rc
KEYED NOTES:
NORTH TAXIWAY B CIRCUIT CABLE BETWEEN KEYNOTE LOCATIONS IS SCHEDULED TO BE REPLACED PER
6/2012 NORTH TAXIWAY B REHAB DESIGN "APRIL 2013. ALL OTHER TAXIWAY B CABLE IN THE NOTED
ENLARGED PLAN AREAS WILL BE REPLACED.
CALL 48 HOURS
BEFORE YOU DIG
1-800=424=5555
88
SCALE IN FEET ~ NOTE: - .L
200 0 200 400 TONAL/Z�13 OES ADJUST NOTDSCALES ACCORDINGLY.
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DATE
JANUARY, 2013
Ngo` 23-2010-007
T-400109 R-400150
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L-867 LIGHT FIXTURE OR 1/4" THICK
BLANK PLATE AND NEOPRENE GASKET
EXTERIOR THREADED GROUND LUG
ATTACHMENT
APPROXIMATE 4" CONCRETE SURROUND
CAST -IN-PLACE OR PRECAST
#6 AWG BARE COPPER �\
SAFETY GROUND
5/8" z 8' MIN GROUND / °
ROD, SECURE TO �
GROUND WIRE VIA
EXOTHERMIC WELD
INTERIOR THREADED GROUND LUG ATTACHMENT
STAINLESS STEEL BOLTS WITH ANTI -SEIZE COMPOUND #10 AWG STRANDED SEE SPECIFICATION REQUIREMENTS
BOND TO METAL UD FOR HANDHOLE SELECTION
12' OF CABLE NEATLY COILED
IN TURF AREAS, �¢ IN HANDHOLE
GRADE AWAY g PLACE SEALANT BETWEEN LID AND
FROM HH BOX FOR 2 -PIECE CONSTRUCTION
L-867 BASE CAN, CLASS 1, SIZE B 24"
HIGH, UNLESS NOTED OTHERWISE.^ y/ a GRS OR PVC CONDUITS AS REQ'D.
° - 2 -WAY OR 3 -WAY AS REQUIRED. IF TERM -A -DUCTS NOT USED:
GROUT AROUND INCOMING CONDUITS
FOR WALL
\� o BUSHINGS ON GRS. PENETRATIONS.PROVIDE
a / THREADED HUB BELL
X� `_. \�� 2" PVC SCH. 40
1, 2, OR 3 ... _
CONNECTIONS AS / \/ 2/ MIN C�OMPAOCTEDIN LE
DRAIN
REQUIRED OR NOTED
�GRAVEL OR SAND
TYPICAL L-887 BASE CAN DETAIL 1
SCALE: NTS E4.0
2" DEEP DRAIN GRAVEL,
COMPACTED
COMPACT NATIVE SOIL WITH
VIBRATORY PLATE
V GROUND ROD, 5/8" x 8',
EXTEND 6" ABOVE
HANDHOLE FLOOR
TYPICAL HANDHOLE DETAIL 2
SCALE: NTS E4.0
l COMPACTED
BACKFILL
PLASTIC WARNING
TAPE BURIED 6"
ABOVE CONDUIT
SAND BACKFILL
2" SCHED. 40 PVC
CONDUIT UNO BURIED
18" MINIMUM, OR
AS NOTED
2" SAND BEDDING
CLEARANCE, PARALLEL OR CROSSING, 6"
FROM ELECTRICAL, 12" FROM
TELEPHONE/GAS/WATER MINIMUM -
TYPICAL SINGLE
BURIED CONDUIT DETAIL 3
SCALE: NTS E4.0
RESTORE PAVING TO
MATCH EXISTING
`PLASTIC WARNING TAPE
18.0" MIN
RESTORE PAVING TO �� j� COMPACTED CRUSHED
BACKFILL
MATCH EXISTING 30" AGGREGATE P-209
CONCRETE ENCASEMENT P610
TAPLASTIC WARNING /RIED 6//\\� � \�// 3.0"
ABOVE CONDUIT 5,p� PLASTIC WARNING TAPE NOTE.
SAND BACKFILL 3'0SCID 40 PVC CONDUIT: BURIED 21.0" MIN. DUCTBANK IS
18.0" MIN SAND BEDDING SURROUNDED BY CONCRETE
6 \� COMPACTED CRUSHED 3.0" 3.0" (3.0" MIN). INDIVIDUAL CONDUITS SEPARATED FROM EACH
2" SCHED. 40 PVC TE P-209 OTHER BY 2.0" MIN (TYP ALL DIRECTIONS). CONDUIT SIZE
CONDUIT BURIED 18" 3.0" R- NOTED ON PLANS.
MINIMUM, OR AS CONCRETE ENCASEMENT P610
NOTED 2" SPACING MINIMUM FOR SAME VOLTAGE,
2" SAND BEDDING 3.0" 6" SPACING MINIMUM FOR DIFFERENT VOLTAGE
CLEARANCE, PARALLEL OR r NOTE: SERVICE
CROSSING, 6" FROM ELECTRICAL, 3'O" SCHD 40 PVC CONDUIT: BURIED 21.0" MIN.
2" SPACING MINIMUM FOR SAME VOLTAGE, SAND BEDDING DUCTBANK IS SURROUNDED BY CONCRETE 30 MIN).TYPICAL MULTIPLE CONCRETE
12" FROM TELEPHONE/GAS/WATER (
MINIMUM SERVICE IVIG MINIMUM FOR DIFFERENT VOLTAGE 3.0" 3.0" CONDUIT SIZE NOTED ON PLANS. ENCASED DUCTBANK DETAIL B
SCALE: NTS E4.0
TYPICAL MULTIPLE
BURIED CONDUIT DETAIL 4
SCALE: NTS E4.0
FRANGIBLE COUPLING
AND DISCONNECT PLUG -
ELEVATED BASE PLATE THREADED
UGHT GROUND LUG ATTACHMENT
L-867 BASE PLATE
#6 600V GREEN
INSULATED, TYP.
L-823 PRIMARY
CONNECTOR -
°
L-867 BASE CAN,10
EXISTING OR NEW E4.0
PROVIDE 3' SLACK MIN.
FOR ALL CONNECTIONS
NEW TRANSFORMER, SIZE
AS REQUIRED BY
MANUFACTURER
TRANSFORMER SUPPORT
STAND
TYPICAL LIGHT DETAIL 7
SCALE: NTS E4.0
TYPICAL SINGLE CONCRETE
ENCASED DUCTBANK DETAIL 5
SCALE: NTS E4.0
1/2" CHAMFER
4'
4" 4-
4'
g" DUCT MARKERS TO HAVE
DIRECTION ARROWS AS
24" REQUIRED TO REFLECT
4" DUCT INSTALLATION.
q" n
# — X 1/2" WIDE X 1/4" DEEP
INSCRIPTION (TYP.)
f INDICATES QUANTITY
24" ------- X INDICATES SIZE
TYPICAL DUCT MARKER DETAIL 8
SCALE: NTS E4.0
PROVIDE WEDGE UNDER FIXTURE OR BLANK LID TO
PROTECT CABLE
PROVIDE SPIRAL WRAPPED WARNING TAPE OR TAPE
FLAGS 10' O.C., FULL EXPOSED LENGTH
PROVIDE CONDUIT OR PIPE WHERE EXPOSED TO
TRAFFIC, PVC OR HDPE FOR FOOT TRAFFIC, STEEL
FOR VEHICLE TRAFFIC
L-824 5KV CABLE, NEW, USED, OR
SALVAGED, #8 OR #6 AWG
SPLICE IN TRENCH
L-823 PRIMARY CONNECTOR
— EXISTING LIGHT, SIGN, OR HH
TEMPORARY AIRFIELD
CABLE DETAIL 9
SCALE: NTS E4.0
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOTE:- .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
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LOCATE PIN
PLYWOOD OR
STEEL COVER
SUBGRADE- °
NOTES:
1. INSTALL BASE CAN.
2. INSTALL PLYWOOD COVER.
10'-9„
BITUMINOUS SURFACE/BASE FINISHED PAVEMENT
COUR
CI
SLOPE CONC
SURFACE -0.5"
rr EXIST ASPH
I OR NEW BASE
I COURSE
EXISTING 2"
CONDUIT
"IWINIJ NOTES:
BASE CAN 1. CORE DRILL PAVEMENT TO EXPOSE TOP OF
BASE CAN AS SHOWN. CORE DRILL MINIMUM
REQUIRED LARGER THAN BASE CAN DIAMETER.
REMOVE CORE.
2. MEASURE DEPTH TO CAN AND ORDER
MATCHING EXTENSION.
�2
EXTENSION, PROVIDE CORRECT JOINT FILLER
HEIGHT & DIAMETER FOR EACH
CAN INCIDENTAL TO BIDr FINISHED PAVEMENT
--\
1 SURFACE
0
° #6 BARE COPPER CONDUCTOR CONNECTED TO
° SIGN GROUND LUG AND REINFORCING MESH
.4p P-610 PORTLAND CEMENT CONCRETE, DEPTH
PROVIDE BASE CAN AND PER CML
n CONDUIT EXTENSIONS Q Q 6x6 WIRE REINFORCING MESH
AT MID -DEPTH OF SLAB
NEW GRADE
4
NOTES: \)A/ �/A��AA \%AA AA AA /AA/AjAAAiAAAiAAAiAAAiVVAiA� /\N/v
1. INSTALL BASE CAN EXTENSION AND ADJUST SO THAT LIGHT \� \\\� EXISTING SIGN BASE
FIXTURE BASE RIM IS FLUSH WITH PAVEMENT SURFACE.
2. SEAL JOINT BETWEEN EXTENSION AND ASPHALT WITH MATERIAL
PER SPECIFICATION P-605, OR APPROVED EQUAL
INSTALLATION OF
IN PAVEMENT BASE CAN 4
SCALE: NTS E4.1
MATCH FINISH GRADE
ALL AROUND
L-867 BASE WITH BLANK COVER e
E4.0
-- EDGE OF SIGN SIGN BASE WITHIN 6" OF
STATION SIGN AND BASLEVECAN
L.
SHALL BE LEVEL. SIGN
BASE OUTSIDE OF 6°
I- - - - - - - - - BUFFER MAY SLOPE 0%
1 - - - - - 6 - TO 5% AWAY FROM SIGN.
1 9T4�° 1
I- ------ L-- -------- --J
�— CONCRETE SIGN
NUMBER OF BASE P-610,
60" LEGS VARIESMONOLITHIC POUR
60" TYP WITH NO JOINTS
NOTES:
1. SEE DETAIL 2 THIS SHEET FOR TYPICAL SECTION THRU CONCRETE BASE.
2. PROVIDE SHOP DRAWINGS OF BASE DETAIL FOR SIGNS BEING PROVIDED PRIOR
TO ANY CONCRETE FORMING OR INSTALLATION.
3. IF EXISTING SIGN BASE IS RETAINED, CLEAN AND ROUGHEN SLAB, PROVIDE
EXTENSIONS FOR BASECAN AND SIGN CONNECTION CONDUIT, PROVIDE TOPPING
SLAB WITH REINFORCING MESH AS SHOWN. OR, SALVAGE SIGN AND ISOLATION
XFMR, DEMOLISH EXISTING SLAB/BASE/BASECAN, PROVIDE NEW BASE AND
BASECAN AND SPLICE/EXTEND EXISTING CONDUIT, RESTORE CABLE CONNECTION.
REINSTALL SIGN.
NEW LIGHTED SIGN BASE DETAIL 1
SCALE: NTS E4.1
NOTE: TOPPING SLAB IS AN ALTERNATIVE TO REPLACEMENT OF
EXISTING BASE.
SIGN TOPPING SLAB DETAIL 3
SCALE: NTS E4.1
R-40010 � EXISTING L-858 SIGN
L-867 BASECAN 1
WITH BLANK COVER E4.0
L-823 CONNECTOR [8: WITH 3' SLACK I� 12"
3" MIN, 6" MAX �i
EXISTING L-830 ISOLATION
TRANSFORMER
2" GRS
NOTE: DISREGARD BASE/PAD/CAN CONSTRUCTION NOTES FOR
INSTALLATION ON EXISTING BASE.
SUPPORT WITH FRANGIBLE COUPLING, FOOT FLANGE
WITH 9/16°x3" ANCHOR BOLTS AND EXPANSION OR
EPDXY ANCHORS, TYP.
SIGN TETHER, TYP. �-1" CHAMFER, TYP.
6" J
CONCRETE BASE P-610,1
SIZED TO MATCH SIGN E4.1
4" DEEP MIN. CRUSHED
AGGREGATE BASE COURSE
TYPICAL LIGHTED SIGN ON
NEW OR EXISTING BASE DETAIL 2
SCALE: NTS E4.1
AIRFIELD SIGN BASE SCHEDULE
MODULE
SIZE 1 SIGN BASE
LENGTH
SIZE 2 SIGN BASE
LENGTH
SIZE 3 SIGN BASE
LENGTH
SIZE 4 SIGN BASE
LENGTH
SIZE 5 SIGN BASE
LENGTH
1
29
3642
48
42
2
59
72
85
N A
N/A
3
88
107
121
N/A
N/A
4
117
143
169"
N/A
N/A
SIZES NOTED ARE TYPICAL. VERIFY FOR VENDOR SELECTED.
P-610 PORTLAND
CEMENT CONCRETE
COMPACT NATIVE SOIL
6x6 WIRE REINFORCING MESH
AT MID -DEPTH OF SLAB
LUG
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOTE:- .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
T-400111 R-400160
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T-400111 R-400160
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CONTROL RELAY ENCLOSURE IMAGE �t�►
SCALE: NTS E4.2
TO RWY & TWY B CCRs
SCO (SERIES CUTOUT), TYI
BEACON CONTACTOR
RWY TWY B
CCR
PAPI/REIL CONTROLLER BELOW WIREWAY, CONTROL RELAY
ENCLOSURE ABOVE WIREWAY
FLOOR PENETRATION TO
AIRFIELD CIRCUIT
TWY A
CCR
R-40010
LIGHTING VAULT ENLARGED PLAN 1
SCALE: 3/4" = 1'-0" E4.2
SCO CABINET 2
SCALE: NTS E4.2
PANLL LV
CT ENCLOSURE, METER
ABOVE
ATS -B
EXISTING METER, TYP
GENERALSCA-e�l FEET
NOTES:
24"x24"x6" STEEL NEMA 1 HINGED COVER
ENCLOSURE, PROVIDE "HIGH VOLTAGE" WARNING
PLACARD ON COVER, 8"x10" MIN. INSTALL
LAMINATED COPY OF MANUFACTURER'S SCO
INSTRUCTION DIAGRAM INSIDE OF COVER.
L-824 5KV TYPE C. PROVIDE SERVICE LOOP
ADEQUATE TO REACH ANY SCO, TYP.
#8 AWG BARE COPPER FROM CONDUIT
GROUND BUSHING TO SCO GROUND LUGS
TO TWY A CCR
TO FLOOR PENETRATION
TO AIRFIELD
MODIFY/MATCH EXISTING CONDUIT TYPE AND
SIZE, TYP
1. ALL EQUIPMENT SHOWN IS EXISTING UNLESS
NOTED OTHERWISE.
KEYED NOTES:
REPLACE EXISTING 7.5KW CCR WITH 4.OKW CCR.
EXISTING POWER SUPPLY WIRING WAS INSTALLED
IN 2003 AND MAY BE REUSED. REPLACE
PANELBOARD CIRCUIT BREAKER TO MATCH CCR
MANUFACTURER RECOMMENDATION.
PROVIDE NEW SCO CABINET BELOW REIL
CONTACTOR. ROUTE OUTPUT OF ALL 3 CCRs
THROUGH SCOs. SEE DETAIL 2, THIS SHEET.
TAXIWAY CCRs CURRENTLY DO NOT OPERATE AT
3—CLICKS ON RADIO CONTROL. MODIFY
CONTROL WIRING TO HAVE TAXIWAY CCRs MIRROR
RUNWAY CCR ON RADIO CONTROL:
3—CLICKS = LOW, B10
5—CLICKS = MED, B30
7—CLICKS = HI, 8100
SEE E4.3 FOR DIAGRAM.
CALL 48 HOURS
BEFORE YOU DIG
1-800=424=5555
NOTE: i - .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
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DATE
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Ngo` 23-2010-007
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TAXIWAY TOGGLE
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B100 I
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LOCAL ON/AUTO
— —
L — — — — — — — — — — — — — —
RADIO CONTROL -WIRING DIAGRAM 1
SCALE: NTS E4.3
REIL CONTACTOR
GENERAL NOTES:
1. INFORMATION SHOWN IS HISTORIC AND HAS NOT
BEEN VERIFIED. AS -BUILD AS REQUIRED.
2. DIAGRAMS DO NOT SHOW CONNECTION OF TWY B
CCR. AS -BUILD TWY B WIRING.
3. PREPARE MARK-UP SHOWING RECOMMENDED
CHANGES TO MAKE TWY CCRS MIRROR THE RWY
CCR FOR RADIO CONTROL SUBMIT FOR
ENGINEER APPROVAL BEFORE IMPLEMENTING.
4. TOWER CONTROLS SHALL REMAIN AS -IS.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-6666
NOTE: i - .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
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BOX
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(RAD:1000NTROL PANEL)
LOCAL ON/AUTO
— —
L — — — — — — — — — — — — — —
RADIO CONTROL -WIRING DIAGRAM 1
SCALE: NTS E4.3
REIL CONTACTOR
GENERAL NOTES:
1. INFORMATION SHOWN IS HISTORIC AND HAS NOT
BEEN VERIFIED. AS -BUILD AS REQUIRED.
2. DIAGRAMS DO NOT SHOW CONNECTION OF TWY B
CCR. AS -BUILD TWY B WIRING.
3. PREPARE MARK-UP SHOWING RECOMMENDED
CHANGES TO MAKE TWY CCRS MIRROR THE RWY
CCR FOR RADIO CONTROL SUBMIT FOR
ENGINEER APPROVAL BEFORE IMPLEMENTING.
4. TOWER CONTROLS SHALL REMAIN AS -IS.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-6666
NOTE: i - .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
T-400113 R-400162
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DATE
JANUARY, 2013
°cE 23-2010-007
T-400113 R-400162
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RELAY BOX DIAGRAM 1
SCALE: NTS E4.4
GENERAL NOTES:
1. INFORMATION SHOWN IS HISTORIC AND HAS NOT
BEEN VERIFIED. AS -BUILD AS REQUIRED.
2. DIAGRAMS DO NOT SHOW CONNECTION OF TAY B
CCR. AS -BUILD TWY B WIRING.
3. PREPARE MARK-UP SHOWING RECOMMENDED
CHANGES TO MAKE TWY CCRS MIRROR THE RWY
CCR FOR RADIO CONTROL SUBMIT FOR
ENGINEER APPROVAL BEFORE IMPLEMENTING.
4. TOWER CONTROLS SHALL REMAIN AS -IS.
CALL 48 HOURS
BEFORE YOU DIG
1-800=424=5555
NOTE: i - .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
T-400114 R-400163
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`S DCR
SHEET "°
E4.4
`".
MFA
OF SlEm
DATE
JANUARY, 2013
NSC` 23-2010-007