AM-0001 Repair Kastner Drawings.pdf
PDF 6 MB Posted
- Attached to
- Repair Kastner Heliport Lighting Federal contract opportunity
- Solicitation number
- W912HV21B0007
About this file
This document package includes engineering drawings and specifications for the repair of lighting at Kastner Heliport in Camp Zama, Japan. The scope of work involves replacing outdated light fixtures and bases with new light emitting diode fixtures and foundations that meet FAA standards. The project also requires installing grounding systems, counterpoise wires, conduit, transformers, and making repairs to asphalt and concrete surfaces disturbed during the work. The solicitation is open only to contractors located in Japan and is issued by the Department of the Army Corps of Engineers Engineering District Japan under solicitation number W912HV21B0007. The response due date and award date are not provided in the document package.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract OF1419-W912HV21B0007.pdf | ||
| W912HV21B0007-AM-0001 Revised Specs-Drawing Repair Kastner.pdf | ||
| AM-0001 Repair Kastner Specifications.pdf | ||
| As-Builts FIO.pdf | ||
| Site Visit Attendees_21B0007.pdf | ||
| G1529 for Kastner 20210616.pdf | ||
| Solicitation W912HV21B0007 - Repair Kastner Zama-FINAL.pdf | ||
| RTA Drawing-W912HV21B0007-Kastner.pdf | ||
| RTA SPECS-W912HV21B0007-Kastner.pdf |
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Text version
395MM
TOP OF BASE CAN
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THREADED HUB WHERE
SPECIFIED
HI-VE 54
(PER PLAN)
ISOLATION TRANSFORMER
GROUND STRAP
GROUND LINE OR
PAVEMENT
600MM ROUND OR SQUARE IN PAVEMENT
L-861 OR L-861T
L-823 SECONDARY
CONNECTOR (STYLE 8)
COPPER CONNECTOR, ONE
PER CONDUCTOR, BOLTED
TO INTERNAL GROUND LUG
TROWEL FINISHED
FORM EDGE AND TOOL
DRAIN PIPETRANSFORMER STAND
L-867, SIZE B, CLASS I
LIGHT BASE
NEOPRENE GROMMET
WHERE SPECIFIED
CABLE 8.0MM2,
5 KV L-824
TYPE C (TYP)
PROVIDE 0.9M OF SLACK
CABLE TO PERMIT
CONNECTION OF PRIMARY
LEADS TO BE MADE ABOVE
GROUND
L-823 PRIMARY
CONNECTOR (TYP)
PROVIDE FLEXIBLE LIQUID
SEALER (P-605; SPEC SECTION
26 56 20) BETWEEN FLANGE
RING AND PAVEMENT
53MM THREADED HUB
GROUND
LUG
150MM
MIN
25MM
CROWN
350MM
EXTERNAL GROUND LUG
INTERNAL GROUND LUG
CONNECT TO REBAR
CAGE
EXOTHERMIC WELD
150MM
BOLTED TYPE
19MM x 75MM STAINLESS STEEL
GROUND POST WELDED TO
BASE PRIOR TO GALVANIZING
GROUND STRAP BOLTED TO
INTERNAL GROUND LUG
L-823 PRIMARY CONNECTOR
L-868, CLASS 1, 2 SECTION
LIGHT BASE
14MM2 BARE SOLID COPPER GROUND
PROVIDE 0.9M OF SLACK CABLE
TO PERMIT CONNECTION
OF PRIMARY LEADS TO BE MADE
ABOVE GROUND
EXOTHERMIC WELD (TYPICAL)
14MM2 BARE SOLID
COPPER TO TIE BAR CAGE
CABLE 8.0MM2, 5KV
L-824-TYPE C PER
PLAN (TYPICAL)
GRAVEL FILL
19MM x 3000MM COPPER-CLAD
STEEL GROUND ROD
TRANSFORMER SUPPORT
(150MM CUBE OF CLOSED-CELL
PLASTIC FORM)
DRAIN PIPE
RUBBER GROMMET
HI-VE 54
(PER PLAN)
ISOLATION
TRANSFORMER
TIE BAR CAGE
L-823 SECONDARY
CONNECTOR
(STYLE 8)
FLEXIBLE PAVEMENT
FIXTURE SHALL BE INSTALLED SUCH
THAT THE FIXTURE EDGE IS +0MM
AND -1.6MM FROM THE PAVEMENT TOP
GROUND
LUG
NOTE 2
L-852D, L-852E, OR L-852T
SEAL WITH SELF-LEVELING SILICONE
JOINT SEALANT (FS SS-S200E/D)
300 200200
NOTE 1
NOTES:
1. PROVIDE A 1800MM BRAIDED, 14MM2 EQUIVALENT GROUND STRAP WITH
ONE-HOLE LUG COMPRESSION FITTINGS. STRAPS SHALL BE MADE FOR
THE PURPOSE OF GROUNDING THE LIGHT FIXTURE TO THE BASE CAN
INTERIOR GROUNDING LUG.
2. SNOW PLOW RING. SEE DETAIL A6/ES502.
3. INTERIOR GROUND LUG AND EXTERNAL GROUND POST SHALL BE
LOCATED 450MM FROM BOTTOM OF BASE.
4. PROVIDE NEW LIGHT FIXTURE LABELING.
5. ALL GROUND RODS WILL BE 19MM DIAMETER MINIMUM AND 3M LONG.
6. PROVIDE NEW CONCRETE, 21 MPA COMPRESSIVE STRENGTH @ 28 DAYS.
SCALE: NTS
INSET MOUNTED NEW FIXTURE INSTALLATIOND4
#10 REBAR
RINGS AT
150MM ± O.C.
FOR SIZE B
BASE
(6) #13 REBAR,
LENGTH AS
REQUIRED
SCALE: NTS
BASE MOUNTED ELEVATED NEW FIXTURE INSTALLATIOND1
750MM ROUND OR SQUARE WHERE
IN GROUND
19MM x 3000MM
COPPER-CLAD
STEEL GROUND ROD
L-867 STEEL CAN L-868 STEEL CAN
SCALE: NTS
LIGHT BASE CAN DETAILA1
NOTES:
1. PROVIDE A 1800MM BRAIDED, 14MM2 EQUIVALENT GROUND STRAP WITH
ONE-HOLE LUG COMPRESSION FITTINGS. STRAPS SHALL BE MADE FOR
THE PURPOSE OF GROUNDING THE LIGHT FIXTURE TO THE BASE CAN
INTERIOR GROUNDING LUG.
2. PROVIDE L-867B SPACER RING WITH 15.875MM PAVEMENT DAM. INSTALL
SO THAT TOP OF DAM IS 3.175MM BELOW CONCRETE COLLAR.
3. INTERIOR GROUND LUG AND EXTERNAL GROUND POST SHALL BE
LOCATED 450MM FROM BOTTOM OF BASE.
4. PROVIDE NEW LIGHT FIXTURE LABELING.
5. ALL GROUND RODS WILL BE 19MM DIAMETER MINIMUM AND 3M LONG.
6. PROVIDE NEW CONCRETE, 21 MPA COMPRESSIVE STRENGTH @ 28 DAYS.
#10 REBAR
RINGS AT
150MM ± O.C.
FOR SIZE B
BASE
(6) #13 REBAR,
LENGTH AS
REQUIRED
CLASS I, SIZE C, LIGHT BASE:
380MM DIA X 610MM DEEP. PROVIDED RELATED ACCESSORIES SUCH AS
GASKET, BOLTS AND OTHER AS NEEDED IN THE ASSEMBLY.
L-868: SUBJECT TO HEAVY AIRCRAFT OR VEHICLE LOADING
CLASS I, SIZE B, LIGHT BASE:
300MM DIA X 610MM DEEP. PROVIDED RELATED ACCESSORIES SUCH AS
GASKET, BOLTS AND OTHER AS NEEDED IN THE ASSEMBLY.
L-867: AREAS NOT SUBJECT TO HEAVY AIRCRAFT OR VEHICLE LOADING
UNDER NORMAL CONDITIONS.
10MM -16 CERAMIC FLUOROPOLYMER COATED
STEEL BOLT AND 2 PIECE LOCKWASHER (TYP)
P-606 RIGID
SEALANT
(NOTE 4)
L-868C BASE CAN
SNOW PLOW RING
(NOTE 1)
PAVEMENT
SURFACE
O-RING
IN GROOVE
TOP EDGE OF IN-PAVEMENT
LIGHT FIXTURE (NOTE 5)
SEALANT FAA P-605
(NOTE 4)
FACTORY
ATTACHED FIXTURE
GROUND LUG
BRAIDED COPPER
GROUND STRAP
NOTE 1
NOTE 5
SNOW RING
SEE INSTALLATION
METHODOLOGY BELOW
6MM MAX
13MM 13MM
FURNISH AND INSTALL
440MM SNOW PLOW
RING MOUNTED ON
L-868C 380MM BASE
CAN
BOLT HOLE FOR
SNOW PLOW RING
BOLT HOLE FOR
LIGHT FIXTURE
DIRECTION OF LIGHT
INSIDE AND OUTSIDE
OF BASE CAN
255MM
285MM
360MM
440MMMOUNTING HARDWARE
1. INSTALL CORNER EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0MM, 1.6MM. CHECK TOLERANCE WITH STRAIGHT EDGE.
2. THE BASE CAN COVER MOUNTING BOLTS MUST EXTEND THRU THE BASE CAN MOUNTING FLANGE INTO THE BASE CAN A MINIMUM OF 13MM. THE BOLTS MUST BE
THREADED THE FULL LENGTH OF THE BOLT.
3. INSTALL TOP OF EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0MM, 1.6MM.
4. IF THE DISTANCE BETWEEN THE EDGE OF THE SNOW RING AND CONCRETE IS 3MM OR LESS, SEAL TOP OF OPENING WITH P-605 SEALANT AND DELETE THE P-606
COMPOUND.
5. THE TOP OF FIXTURE MUST NOT EXCEED THE TOP OF THE SNOW PLOW RING (+0MM, -3MM).
6. INSTALL FINISHED SURFACE OF CONCRETE BEAM FLUSH WITH ADJACENT PAVEMENT (+0MM, -1.6MM).
SCALE: NTS
SNOW PLOW RING INSTALLATION DETAILA5
TOP VIEW
1. ORIENTATION TOLERANCE FOR THE BASE IS ±1/2 DEGREE FROM THE CENTERLINE
INDICATED ON THE PLANS.
2. GROMMET CONDUITS MUST PROTRUDE INTO LIGHT BASE NOT MORE THAN 25MM
TO 38MM.
3. FOR FIXTURES R-31, T-27, T-28, T-29, T-30, T-31, T-32, T-33, T-34, T-35, T-36, T-37, AND T-38.
SCALE: NTS
BASE AND ANCHOR DETAIL - ASPHALTD8
BOTTOM SECTION L-868
BASE
TOP
SECTION
L-868
BASE
SPACER RING
DRAIN
PIPE
P-606 ADHESIVE
COMPOUND
RUBBER GROMMET
NEW FLEXIBLE
PAVEMENT
(TYP)
L-852D, L-852E, OR L-852T
CONSTRUCTION
JOINT
SUB BASE
PAVEMENT SURFACE
SEE DETAIL A5/ES502
SP
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IF
IE
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TH
(150mm)
(TYP)
CORE DRILL
THIS SPACE
NOTES:
HI-VE 54
(PER PLAN)
AM
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CONCRETE ENCASED CONDUITS SHALL BE
HI-VE.
1.
DETAIL NOTES:
2. PROVIDE ALL EMPTY CONDUITS WITH PULLWIRE.
3. AT LANDSCAPED AREAS RESTORE SURFACES TO
MATCH EXIST ADJACENT SURFACES.
5. WHERE ELECTRICAL DUCTLINES CROSS OTHER
UTILITIES, MAINTAIN MINIMUM
305mm VERTICAL SEPARATION BETWEEN ELECTRICAL
DUCTS AND OTHER UTILITIES (GAS, WATER, SEWER,
ETC.)
CONCRETE - 75 ENCASEMENT,
21MPA COMPRESSIVE STRENGTH
AT 28 DAYS.
TYPE "A" BACKFILL - EARTH & GRAVEL. ROCK
SIZE TO BE 25 MAX & THE MIXTURE TO CONTAIN
NOT MORE THAN 50% BY VOLUME OF ROCK
PARTICLES. 95% COMPACTION.
BACKFILL NOTES:
REFER TO DETAIL A2/CS103 FOR AC/PCC
PAVEMENT RESTORATION
SAWCUT PRIOR TO TRENCHING
APPLY PRIME COAT
75MM
150MM MIN. BASE COURSE
OR EQUAL TO EXIST.
WHICHEVER IS GREATER.
SAWCUT PRIOR TO
REPAIRING
SAWCUT PRIOR TO REPAVING
AND APPLY BITUMINOUS
TACK COAT PRIOR TO
PAVING, TYPICAL
75MM
4. 5 MIL THICK RED (ELECTRICAL) COLORED PLASTIC
WARNING TAPE 75 WIDE, ENTIRE LENGTH OF DUCT.
TAPE TO HAVE CONTINUOUS METALLIC BACKING AND
CORROSION RESISTANT FOIL CORE. WARNING AND
IDENTIFICATION TO BE IMPRINTED ON TAPE AND SHALL
READ "CAUTION BURIED ELECTRICAL CABLE BELOW".
MESSAGE SHALL RE REPEATED APPROXIMATELY
EVERY 3050. TO INDICATE TYPE OF DUCT LINE CABLING.
CONCRETE SIDEWALK OR 100 MM OF
TOP SOIL AND GROUND COVER TO
MATCH SURROUNDING LANDSCAPE
610 MIN.
75MM CONCRETE
ENCASEMENT
"CAUTION"
WARNING TAPE
CONDUIT AS
INDICATED ON
PLAN
100MM TOPSOIL OR SHOULDER
PAVEMENT
DETECTABLE
WARNING TAPE,
300MM BELOW GRADE
CONCRETE
ENCASEMENT, 21 MPA
COMPRESSIVE
STRENGTH AT 28 DAYS.
COMPACTED BACKFILL
FINISH GRADE
SCALE: NONE
TAXIWAY LIGHT COUNTERPOISE DETAILC7
EDGE OF
TAXIWAY
PAVEMENT
25MM2 BARE COPPER
COUNTERPOISE
W
D/2
W/2
NOTES:
1. USE BRAZING OR THERMOWELD FOR ALL CONNECTIONS.
2. ROUTE THE COUNTERPOISE AROUND EACH LIGHT BASE OR UNIT.
3. MAX DISTANCE W = 3000MM
4. MIN DEPTH D = 450MM
SCALE: NTS
TYPICAL COVER FOR CONCRETE ENCASED DUCTS A1
GRADE CENTERLINE, CONDUIT OR DUCT BANK
REPLACE TURF, AS NEEDED
BACKFILL MATERIAL AND COMPACTION
AS SPECIFIED IF TRENCH METHOD USED.
BOND COUNTERPOISE TO
GROUND ROD USING EXOTHERMIC
WELDED CONNECTION
CONCRETE ENCASED DUCT BANK. 21
MPA STRENGTH AFTER 28 DAYS
PRIMARY CABLE IN CONDUIT
COPPER CLAD STEEL GROUND
ROD 19MM X 3M
25 MM2 BARE COPPER
COUNTERPOISE
NOTES:
1. PROVIDE GROUND RODS SPACED MAXIMUM 150M
FOR COUNTERPOISE. LIGHTNING PROTECTION
SYSTEM.
2. PLACE COUNTERPOISE ON NEXT-TO LAST LIFT
OF COMPACTED BASE MATERIAL UNDER
SHOULDER.
3. GROUND ROD SHALL BE DRIVEN ON THE SIDE OF
THE TRENCH THAT IS CLOSEST TO THE
PAVEMENT.
4. ALL COUNTERPOISE WILL BE SOLID BARE
COPPER WIRE (CONDUCTOR) AWG 25 MM2
MINIMUM, AND WILL BE BONDED TO GROUND
ROBS USING EXOTHERMIC WELD
5. ALL GROUND RODS WILL BE 19MM DIAMETER
MINIMUM AND 3M LONG.
SCALE:F6 COUNTERPOISE AND GROUND ROD INSTALLATION DETAIL
NOT TO SCALE
INSTALLATION ABOVE CONDUIT OR DUCT BANK
152 mm
D20 STAINLESS STE
LIFTING EYE
NEW CONCRETE COVER
NEW CONCRETE HANDHOLE
NEW PAVEMENT
HI-VE54
HI-VE22
NEW L-852
SEMI-FLUSH
EDGE LIGHT
TIE BAR CAGE
14MM2 BARE SOLID
COPPER GROUND
COPPER CLAD
STEEL GROUND
ROD 19MM X
3050MM
NEW CONCRETE
BASE FOUNDATION,
21 MPA
COMPRESSIVE
STRENTH @ 28 DAYS
BASE COURSE
PLATE
NEW CONCRETE HANDHOLE
HI-VE CONDUIT REINFORCED
CONCRETE DUCTS
PLASTIC NAMEPLATE
LABELING
NEW CONCRETE FOUNDATION
SCALE:D1 NEW LIGHT FIXTURE WITH HANDHOLE DETAILS
NOT TO SCALE
NAMEPLATE LABELING
SECTIONA
CONCRETE COVER DETAILTOP VIEW DETAIL
300 650
HI-VE54
±150
GL
A
SAND BACKFILL (NOTE 1)
VE54 WITH CONDUCTORS
AS REQUIRED (NOTE 3)
BACKFILL MATERIAL AND
COMPACTION AS SPECIFIED
IN CONTRACT DOCUMENTS
FINISHED GRADE
100MM TOPSOIL OR
SHOULDER PAVEMENT
1. DUCTS UNDER FULL STRENGTH PAVEMENT
MUST BE CONCRETE ENCASED WITH A
MINIMUM OF 75MM CONCRETE ENCASEMENT
ON TOP, BOTTOM, AND SIDES. DUCTS
UNDER TURF OR PAVED SHOULDERS MUST
BE INSTALLED IN A BED OF SAND BACKFILL.
2. PROVIDE MINIMUM CONDUIT SLOPE OF 0.5
PERCENT WHERE POSSIBLE.
3. WHERE DUCT OR CONDUIT IS BELOW A
PAVED SHOULDER, THE PATCH MATERIAL
MUST MATCH THE EXISTING PAVEMENT.
4. PROVIDE COUNTERPOISE IN ACCORDANCE
WITH DETAIL F6/ES501.
SCALE:A7 DIRECT BURIED DUCT DETAIL
NOT TO SCALE
75 75
NOTES:
610MM MIN.
5. WHERE SAW CUTTING IS NEEDED ON AIRFIELD
PAVEMENT, PATCH AND REPAIR AIRFIELD PAVEMENT
TO MATCH EXISTING CONDITIONS. DUCT SECTION
B (1) HI-VE54
TYPE DESCRIPTION
DUCT SECTION
(1) HI-VE54
TYPE DESCRIPTION
A
AM
-0
NOTE:
INSTALL NEW LIGHT FIXTURE AND HANDHOLE WITH SEPARATION
DISTANCES AS SHOWN ON THIS DETAIL. 1
AutoCAD SHX Text D
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A
ELECTRICAL SITE PLAN - 4
SCALE 1: 300
I I I I
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6 7 8 9 10
SHEET NOTES:
1. COORDINATE WITH THE AIRFIELD MANAGER THROUGH THE CONTRACTING OFFICER THE
CONSTRUCTION PHASING PLAN OF THE AIRFIELD LIGHTING CIRCUITS.
--- - MATCHLINE - - ..
2. BEFORE BEGINNING ANY DEMOLITION AND DECONSTRUCTION WORK, SURVEY AND
VERIFY INSTALLATION OF EXISTING AIRFIELD LIGHTING SYSTEM. VERIFY AND
DOCUMENT ALL OUTAGES THAT MAY OCCUR DURING THE DEMOLITION /
DECONSTRUCTION OF ANY PART OF THE AIRFIELD LIGHTING SYSTEM.
SEE SHEET ES113
L
I t t
KEY NOTES:
LJ
0 INSTALL NEW ELEVATED RUNWAY LIGHT, ISOLATION TRANSFORMER AND ASSOCIATED
CONNECTORS AND CONDUCTORS REUSING EXISTING CONDUIT AND EXISTING LIGHT
BASE. SEE SHEET ES503 FOR DETAILS.
�- INTERCEPT EXISTING HANDHOLE WITH NEW UNDERGROUND CONDUIT.
PROVIDE NEW CONDUCTORS IN EXISTING UNDERGROUND CONDUIT.
· INSTALL NEW ELEVATED TAXIWAY EDGE LIGHT, ISOLATION TRANSFORMER AND
ASSOCIATED CONNECTORS AND CONDUCTORS REUSING EXISTING CONDUIT AND
EXISTING LIGHT BASE. SEE SHEET ES503 FOR DETAILS .
. 0 INSTALL NEW ELEVATED TAXIWAY EDGE LIGHT, ISOLATION TRANSFORMER AND
ASSOCIATED CONNECTORS AND CONDUCTORS. PROVIDE NEW CONDUIT AND NEW
/JF--+- _ LIGHT BASE. SEE SHEET ES502 FOR DETAILS.
>/ © INSTALL NEW INSET RUNWAY LIGHT, ISOLATION TRANSFORMER AND ASSOCIATED
/ r' CONNECTORS AND CONDUCTORS. PROVIDE NEW CONDUIT AND NEW LIGHT BASE. SEE
_ J SHEET ES502 FOR DETAILS.
0 RECONNECT EXISTING LIGHTED SIGN TO NEW CIRCUIT. SEE SHEET ES503 FOR DETAILS.
® RECONNECT EXISTING RUNWAY ENTRANCE AND EXIT SIGN TO NEW CIRCUIT. SEE
SHEET ES503 FOR DETAILS.
0 INSTALL NEW HELIPAD PERIMETER LIGHTS, ISOLATION TRANSFORMER AND
ASSOCIATED CONNECTORS AND CONDUCTORS. PROVIDE NEW CONDUIT AND NEW
LIGHT BASE. SEE SHEET ES502 FOR LIGHT BASE DETAILS AND C1/ES124 FOR SPACING
REQUIREMENTS.
@ SEE DUCT SECTION DETAIL ON SHEET ES501.
11 CLEAN OUT EXISTING HANDHOLES FOR REUSE.
@ PROVIDE NEW HANDHOLE. INSTALL HANDHOLE WITH SEPARATION DISTANCES FROM
NEW LIGHT FIXTURE AS INDICATED ON SHEET D1/ES501.
13 PROVIDE NEW HANDHOLE. SEE ES503 FOR 1200MM X 1200MM HANDHOLE DETAIL.
@ INTERCEPT EXISTING INSET TAXIWAY LIGHT BASE TO CONNECT NEW UNDERGROUND
CONDUIT.
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SHEET ID
ES114
AM-0001
F
E
D
C I
B I
A
BLDG 1025
FROM EMERGENCY
GENERATOR
PAS
3PH 7.2kV, 200A
GEN
PCS
6.9kV30A F 10A
XFMR
1PH3W
1-;-;-I-;<j 1 OkVA 3.3kV/ 210-105V
X MCCB X MCCB
2P50AF 2P50AF
30AT 30AT
LBS
7.2kV 200A
FUSE
3.6kV G20A
COMMERCIAL
POWER SUPPLY
3PH3W 3,3kV 50Hz
UTIL
LBS
7.2kV 200A
FUSE
3.6kV G20A
(E) HH
I
I
I
(E) H
(E) HH
(E) HH
(E) HH
(E) HH
(E) HH
(E) HH
(E) HH
(E) HH
(E) HH
(E) HH
(E) HH
TYP
(E) HH
@ T-24* ( ===:::::@ T-23* L
- I
.==@T-22*
@T-21*
==@T-20*
�T-19*
@ T-18*
-_I � T -17*
.----@) T -16*
_I, ---=------@) T -15*
-�@T-14*
I
-----@ T-13*
1 ---------@ T -12*
-r
I
==@T-11*
---------@ T -1 0*
- -----@T-9*
1�T-8* I
I
. 0 T-6* tr'-
- I
.· · ----@T-5*
@T-4* _ __,@)T-3*
TYP
(E) HH (E) HH (E) HH
(E) HH
I I .
®(N)HH (E) HH
7 8 9
® (N) HH (E) HH ® (N) HH (E) HH (E) HH (E) HH (E) HH (E) HH (E) HH (E) HH (E) HH (E) HH
17171717 1717-71717 1
(E) HH (E) HH (E) HH (E) HH
17 171 ------ I I I I I I 11 +-- � .++ 1-+-- ++\ 1-++ 1+--1 .. �\ --�--- ( +-- (�/ --H--
I I I I I I I I -•
I
T-260 T-70A*
-g O �l� 0 @ 0 0
T-25* T-72*
T-27
(E) HH/; I
T-41*(i)
T-42*(i)
T-73* T-74* 0 0
L _J _J
(E) HH (E) HH
R-1*
E-5*
E-4*
E-3*
E-2*
1 E-1 •
T-69" T-68"
T-55*
T-51A* 0 T-75* R-32*
R-31" fT-55A*
I T-51� T-53
\r �ijr T-75A* I I • I
L_J
(E) HH
0 T-54* @
(E) H H
16)_
_ 1_ ._
I---�=+ -1 1
1�2�===:- -- � t(E)HH O
\.V T-52* T-56* T-49* T-57*
I I
(E) HH
(E) HH
©T-481---- -
T-58*
T-59*
R-3*
T-65" R-30* o I� I I
T-67" R-4*
P-14" P-15"
T-66"
R-29*
L_L_J __
(E) HH (N) HHG) (E) HH
T-64*
R-5* R-6* R-7*
R-28* R-27* R-26*
L_J
(E) HH
I I
I I _J L
(E) HH (E) HH
s R-8* R-9* R-10* R-11* R-12* R-13* R-14* R-15* R-16*
R-25* R-24* R-23*
I I I I
I I I I
L_JL_JL
(E) HH (E) HH (E) HH
LEGEND:
R-22* R-21 * R-20*
L_J
(E) HH
• DENOTES NEW FIXTURE IN EXISTING BASE .
R-19* R-18* R-17*
�E-12
�E-11
�E-10
�E-9*
[iE-8*
I
(E) HH
BLDG 1022
SUB REMOTE ,;;\ SW
CONTROL PANEL� BOX
' EXISTING FLOOD LIGHT, BEACON, TETRAHEDRON, SIREN
CONTROL TOWER 1038
MAIN REMOTE 17\
CONTROL PANEL 0
c,,_ ____ .....c�------'+'----4>�- NEW CW 2.0MM2 - 15C, IN EACH
L j (E) HH
J\ DENOTES NEWLY CONSTRUCTED FIXTURE AND BASE.
KEY NOTES:
PROVIDE NEW 5KV 8MM2 AND 14MM2 GROUND WIRE IN EXISTING CONDUIT.
PROVIDE NEW 5KV 8MM2 AND 14MM2 GROUND WIRE IN NEW VP51
CONDUIT.
L - - -
EXISTING FEP 30 CONDUIT
q::,q:,'-""<:P.....--..t:::!C."------�"-------NEW 5KV 8MM2 AND 14MM2
GROUND WIRE IN EXISTING
VP65 CONDUIT
INSTALL 20MM X 3000MM LENGTH GROUND ROD IN NEW HANDHOLES.
REUSE EXISTING LIGHT BASE CAN AS A JUNCTION BOX FOR NEW
CONDUCTORS. CONSTANT CURRENT
REGULATOR (4kVA)
CIRCUIT SELECTOR
SWITCH
(2 CIRCUITS)
CONSTANT CURRENT
REGULATOR (4kVA)
NEW 5KV PN 8MM2 - 1 C,
IN NEW CONDUIT. SEE
FLOOR PLAN
CIRCUIT SELECTOR
SWITCH
(2 CIRCUITS)
NEW E25, 600V, CV 5.5 MM2 - 2/C
NEW5KV PN
8MM2 -1C,
IN EXISTING
CONDUIT
NEW 5KV PN 8MM2 - 1C,
IN NEW CONDUIT. SEE
FLOOR PLAN
S-1
S-1
S-1 S-1
£:\'-----"l'----"P----.t:p...---NEW VP 20 WITH 14MM2 GROUND. TIE
NEW 5KVPN
8MM2 -1C,
IN EXISTING
CONDUIT
INTO EXISTING GROUND SYSTEM.
CONNECT EXISTING RUNWAY ENTRANCE AND EXIT LIGHT TO NEW CIRCUIT.
FAA L-821, TYPE II, CLASS W. PROVIDE WITH STANDARD INPUT AND
OUTPUT LIGHTING PROTECTION SURGE ARRESTORS.
FAA L-821, TYPE 11, CLASS F (MOUNTED IN CONSOLE PANEL). PROVIDE WITH
STANDARD INPUT AND OUTPUT LIGHTING PROTECTION SURGE
ARRESTORS.
NEW 30 AMP TRIP IN EXITING 50AF MCCB. FIELD VERIFY EXISTING BREAKER
MANUFACTURER AND PROVIDE NEW TRIP THAT MATCHES EXISTING
MANUFACTURER.
US Army Corps of Engineers ®
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SHEET ID
ONE-LINE DIAGRAM - NEW ES602
SCALE 1: 50
F
E
D
C
B
A
1 2 3
0 -tt---GLOBE SUPPORT
---BASE PLATE
0 3300V ELEVATED RUNWAY EDGE LIGHT ILLUMINATION COLOR: WHITE
TYPE VOLTS FAA L-861. OMNIDIRECTIONAL, MEDIUM INTENSITY, 35 0MM HIGH, 10.85W LED
@ 3300V ELEVATED TAXIWAY EDGELIGHT ILLUMINATION COLOR: BLUE
TYPE VOLTS FAA L-861T . OMNIDIRECTIONAL, MEDIUM INTENSITY, 35 0MM HIGH, 6.2 3W LED
SECONDARY, 2 /C #12 AWG
THERMOPLASTIC INSULATED
WATERPROOF CABLE WITH
OVERALL JACKET, 6 00V ---�1 L-823 CORD SET
SECONDARY PLUG
SECONDARY
RECEPTACLE-tF=:::::::::----'---<J.JI-' t_ FIELD CABLE
PRIMARY CONNECTOR KIT PRIMARY CONNECTOR KIT
3300V
ISOLATION TRANSFORMER _ _,
ISOLATION TRANSFORMER NOMINAL WATTAGE: 10/15 WATTS AND 20/ 25 WATTS
AND ACCESSORIES PRIMARY RATING: 6.6A
t-----+------------1 SECONDARY RATING: 6.6A
VOLTS DESCRIPTION PROVIDE CONNECTOR KITS AND HEAT SHRINK SEAL
OUTER MOLDED JACKET TOTALLY ENCAPSULATED.
LENS RETAINING
BRACKET ------<,.....-,
LED HEAT SINK
-0, •
POWER SUPP Y
�----252.48MM-------r
6 7
.35MM
69 .8 MM
�---303.2 8MM------,r
.35MM REF
GROUND
GRADE LEVEL
1-""""'w;;;:_=-'l'C-, �,--z-· �'°'•�--="'i-JJJ" ·�·-.. ==1=='!�18.5 4MM REF
67MM REF
9 10
® 3300V INSET RUNWAY EDGE LIGHT ILLUMINATION COLOR: WHITE 3300V INSET RUNWAY THRESHOLD LIGHT ILLUMINATION COLOR: GREEN /RED
TYPE VOLTS
LENS RETAINING
BRACKET------<,----,
FAA L-852D (WITH COLORED LENS REMOVED. OMNIDIRECTIONAL, MEDIUM
INTENSITY, 13.8W LED
LED HEAT SINK
.35MM
69.8 MM
POWER SUPP Y
�----252.48Mivi-----7"
3300V INSET TAXIWAY LIGHT ILLUMINATION COLOR: BLUE
TYPE VOLTS FAA L-852T . OMNIDIRECTIONAL, MEDIUM INTENSITY, 13.BW LED
LIGHT FIXTURE SCHEDULE NOTES:
TYPE VOLTS
INNER LENS BOOT
GASKET
OUTER LENS
BOOT----,
INNER COVER
® 3300V
TYPE VOLTS
LOAD CAPACITY LIST OF AVIATION LIGHTING SYSTEM (EXISTING)
NUMBER OF LOAD
FAA L-85 0D. BI-IDIRECTIONAL, HIGH INTENSITY, 37W LED
Q
OPTICAL HOUSING
O-RING
. 35MM
19.05M
1 2
LOCATION OF FEED-THRU
ASSEMBLY WITH L-823
PLUG (NOT SHOWN)
LAMP ASSEMBLY
HELIPAD PERIMETER LIGHT ILLUMINATION COLOR : YELLOW
FAA L-852E. OMNIDIRECTIONAL, MEDIUM INTENSITY, 13.BW LED
LOAD CAPACITY LIST OF NEW AVIATION LIGHTING SYSTEM (NEW)
1. AIRFIELD LIGHTING AND RELATED AIRFIELD
EQUIPMENT TO BE IN ACCORDANCE WITH ADVISORY
CIRCULAR AC 15 0-5 345 -5 3D -AIRPORT LIGHTING
EQUIPMENT CERTIFICATION PROGRAM, INCLUDING
MARCH 2 021 ADDENDUM TO AC 15 0/ 5 345-5 3D .
CLASSIFICATION BASED ON LIGHTING TYPE
LIGHTS
LAMP REMARKS CLASSIFICATION BASED ON LIGHTING TYPE
NUMBER OF LOAD
LAMP
2. PROVIDE LIGHT FIXTURES THAT ARE COMPATIBLE
WITH CONSTANT CURRENT REGULATORS LISTED IN
ADVISORY CIRCULAR NOTED IN NOTE 1 ABOVE.
RUNWAY LIGHTS CIRCUIT (CCR lOl(VA)
1 ELEVATED RUNWAY EDGE LIGHT 25 6.6A 150W
2 SEMI-FLUSH RUNWAY EDGE LIGHT 6 6.6A 200W
3 LIGHTED SIGN 18 FL 20W
4 SEMI-FLUSH RUNWAY THRESHOLD LIGHT 12 6.6A 350W
RUNWAY LIGHTS CIRCUIT CONNECTED LOAD
TAXIWAY LIGHTS CIRCUIT (CCR 8KVA)
1 ELEVATED TAXIWAY EDGE LIGHT 55 6.6A 60W
2 LIGHTED SIGN 22 FL 20W
3 SEMI-FLUSH TAXIWAY EDGE LIGHT 21 6.6A 60W
4 RUNWAY ENTRANCE/ EXIT LIGHT 4 FL 20W
5 PARKING PAD CENTERLINE LIGHT 8 6.6A 45W
RUNWAY LIGHTS CIRCUIT CONNECTED LOAD
CAPACITY
3750 W EXIST
1200 W EXIST
360 W EXIST
4200 W EXIST
9510 W
3025 W EXIST
440 W EXIST
1260 W EXIST
SOW EXIST
360 W EXIST
5200 W
LIGHTS CAPACITY
RUNWAY LIGHTS CIRCUIT (CCR lOl<VA)
1 ELEVATED RUNWAY EDGE LIGHT 26 6.6A 10.85W 282.1 W
2 INSET RUNWAY EDGE LIGHT 7 6.6A 23W 96.6 W
3 LIGHTED SIGN 18 FL 20W 360 W
4 INSET RUNWAY THRESHOLD LIGHT 12 6.6A 37W 444 W
5 HELi PAD PERIMETER LIGHT 16 6.6A 13.SW 220.SW
TRANSFORMER LOSSES (26%) 364.91 W
RUNWAY LIGHTS CIRCUIT CONNECTED LOAD 1768.41 W
20% SPARE 353.682 W
CCR SIZE 2122.092 W
TAXIWAY LIGHTS AND HELi PAD CIRCUIT (CCR 8KVA)
1 ELEVATED TAXIWAY EDGE LIGHT 53 6.6A 6.23W 330.19 W
2 LIGHTED SIGN 22 FL 20W 440 W
3 INSET TAXIWAY EDGE LIGHT 17 6.6A 13.SW 234.6 W
4 RUNWAY ENTRANCE/ EXIT LIGHT 4 FL 20W sow
TRANSFORMER LOSSES ( 26%) 275.5662 W
RUNWAY LIGHTS CIRCUIT CONNECTED LOAD 1335.44 W
20% SPARE 267.088 W
CCR SIZE 1602.548 W
REMARKS
NEW
NEW
EXIST
NEW
NEW
4KW
NEW
EXIST
NEW
EXIST
4KW
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SHEET ID
ES603
AM-0001
AutoCAD SHX Text
VOLTS
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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DESCRIPTION
F
E
D
C
B
A j I
A:
J
J \
(vi / ,,.. ("'
,, LAYDOWN AND TRAILER ARE.A!, .J '
* \TRAILER SHALL BE NO GREATER
THAN 3000MM IN HEIGHT.--:'------',-,\-;----\
A0003
.k
I Ii \I ' " l t
\ \ \\_-)\ / -;f
OVERALL SITE PLAN
SCALE 1: 1200
r j
PHASE 2
I
--.-------,!-'-- BUILDING 1038
_J I □ I I I
I
I ___ __ 1 1029 I \i:,b ���:
I I I
,.,_ ___ ,.. ___ �7-·-'--..,_ __ � I�\\--"'--'··
1, 1, 'I 'I "' '" ,,, ii1
BARRICADE END POINT :I \\\ S-1023
' I jl If\ 10
,, \ :I \--'...-',-'-- BUILDING 1025
8 9 10
SHEET NOTES:
1. COORDINATE WITH THE AIRFIELD MANAGER THROUGH THE CONTRACTING
OFFICER THE CONSTRUCTION PHASING PLAN OF THE AIRFIELD LIGHTING
CIRCUITS.
2. BEFORE BEGINNING ANY DEMOLITION AND DECONSTRUCTION WORK,
SURVEY AND VERIFY INSTALLATION OF EXISTING AIRFIELD LIGHTING
SYSTEM. VERIFY AND DOCUMENT ALL OUTAGES THAT MAY OCCUR DURING
THE DEMOLITION/ DECONSTRUCTION OF ANY PART OF THE AIRFIELD
LIGHTING SYSTEM.
PHASING PLAN:
PHASE 1:
1. DISCONNECT AND REMOVE RUNWAY LIGHTS, THRESHOLD LIGHTS, AND
LIGHTS ALONG TAXIWAY A AND B. DISCONNECT AND REMOVE ELECTRICAL
EQUIPMENT IN BUILDINGS 1022, 1025, AND 1038.
2. INSTALL NEW DUCTLINE ALONG TAXIWAY A AND HELIPAD.
3. INSTALL NEW RUNWAY LIGHTS, THRESHOLD LIGHTS, AND LIGHTS ALONG
TAXIWAY A AND B, INCLUDING THE HELIPAD.
PHASE 2:
1. DISCONNECT AND REMOVE INSET PARKING PAD CENTERLIGHTS (C1 THRU CB),
CONDUCTORS AND ASSOCIATED APPURTENANCES. EXISTING UNDERGROUND
CONDUIT BETWEEN BUILDING 1025, C-2, C-3, AND C- 4 WILL BE REUSED FOR
NEW HELIPAD CIRCUIT. ALL OTHER UNDERGROUND CONDUIT ASSOCIATED
WITH C-1, C-5, C- 6, C-7, AND C-8 WILL BE ABANDONED IN PLACE.
2. COMPLETE CONNECTION FROM B1025 TO HELIPAD PERIMETER LIGHTS.
SHEET KEY NOTES:
0 PROVIDE TEMPORARY BARRICADES ON TAXIWAY 'A" AND TAXIWAY "B"
BETWEEN START AND END POINTS. SEE DETAILS BB THIS SHEET.
OUTSIDE WORKING AREA
CURING SHEET
L=1500,W=8000
[BARRICADE
:;c"'.;,:-:--, r-� ROUND PIPE FOR ROUND PIPE i/ \\ 48.6 X 2.4 X 4,000 ii \'
RAIL STEEL --------1- \:,,
22 KG/ 1.0 M
NOTE:
BARRICADE
FOR ROUND PIPE
BLINKING
TYP.2
RAIL STEEL
22 KG/ 1.0 M
ROUND PIPE
48.6 X 2.4 X 4,000
1. PROVIDE TEMPORARY BARRICADES ON RUNWAY, TAXIWAY "A",
TAXIWAY "B" AND APRON.
2. PROVIDE AROUND TRENCHING WORK AS NEEDED.
3. L CAT B R IE S OT AT H Y ON T O C A JA E T A
GAP SHOULD BE SMALL ENOUGH TO PREVENT EQUIPMENT AND
VEHICLES FROM PASSING.
PLAN
NORTH
GRAPHIC SCALE
0 20,000 40,000 60,000
SCALE: 1 : 1200 - --- - - -
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/ NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
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SHEET ID
G-005
| ES502.pdf |
| ES501.pdf |
| AM-0001 Repair Kastner Drawings.pdf |
| PA00022_ES114 |
| PA00022_ES602 |
| PA00022_ES603 |
| PA00022_G-005 |
File details come from the government source that posted it. Updated .