ord-d-gs27l-c004.pdf
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- Solicitation number
- 697DCK-20-R-00436
About this file
This solicitation is for construction services for the establishment of NAVAIDS facilities supporting an extended runway at O'Hare International Airport in Chicago, Illinois. The contractor shall provide all labor, materials, and equipment to perform the project in accordance with contract documents, drawings, and specifications over a 605 calendar day period starting November 15, 2020. The estimated price range for this procurement is between $5,000,000 to $10,000,000. Offerors must have experience with similar projects both in dollar amount and scope of work at operational airports. Offers are due by October 7, 2020 and must include documentation of past performance, financial capability, insurance, bonding, and a small business subcontracting plan. The soliciting agency is the Department of Transportation Federal Aviation Administration Southwestern Region.
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REVDRAWING NO
DATE JCN
APPROVED BY
ISSUED BY
CHECKED
DRAWN
DESIGNED
SUBMITTED BY
REVIEWED BY
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV
DATE
APPROVED
DESCRIPTION JCN
DATE
REDLINE
APVD
A
1.
2.
3.
4.
5.
7.
6.
10.
11.
8.
9.
NOTES:
12.
ELEVATION
50’ GLIDE SLOPE ANTENNA TOWER
ELEVATION
LADDER ATTACHMENT TO ANTENNA TOWERPLAN
FALL ARRESTER
ANTENNA ELEMENT MOUNTING BRACKET
AND ANTENNA TOWER CONNECTIONS
OSHA TIE-OFF POINTS
TOWER LEG CONNECTION
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
3 4 5
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
S
E
N O
T E
S
T E
S
T E
PER NOTE 3
GROUNDING LUG
GROUNDING WIRE
6 AWG BARE COPPER
S
T E
P/N 506277
MSA DYNA-GLIDE
FALL ARRESTER
FURNISH
TOWER LEG
TOWER LEG
HEX BOLT (TYPICAL)
7/8"-9 X 2 1/2"
SEE NOTE 1
GALVANIZED LOCK WASHER
GALVANIZED 7/8"-9 HEX NUT
TOWER LEG
WITH ANTENNA TOWER)
LADDER (FURNISHED
GALVANIZED STEEL
NO SUBSTITUTIONS. SEE NOTE 4
NOTCHED RAIL, P/N 506270
MSA DYNA-GLIDE GALVANIZED
FURNISH AND INSTALL
CROSS-BRACE
ANTENNA TOWER
SAFETY CLIMB RAIL SYSTEM
DYNA-GLIDE GALVANIZED
CLIMB RAIL, MSA
GALVANIZED SAFETY
FURNISH AND INSTALL
CONNECTORS PER SPECIFICATIONS.
GROUND WIRE WITH CRIMPED
SECTIONS USING 6 AWG INSULATED
WITH ANTENNA TOWER). BOND LADDER
GALVANIZED STEEL LADDER (FURNISHED
LOOP WITH PARALLEL CLAMPS.
ON SPARATE LEGS CONNECTED TO
INSTALL TWO DOWN CONDUCTORS
CONNECT TO AIR TERMINAL, AND
CLOSED LOOP AT TOP OF TOWER,
CLASS II DOWN CONDUCTOR, FORM
AIR TERMINAL
HEX NUT
3/8"-16 SS
FRAME SECTION
ANTENNA MOUNTING
3/8" SS LOCK WASHER
WITH LADDER)
HARDWARE FURNISHED
(TYPICAL, ATTACHING
1/2" U-BOLT
WITH LADDER)
HARDWARE FURNISHED
(TYPICAL, ATTACHING
1/2" U-BOLT
ANTENNA TOWER CROSS-BRACE
ARE FURNISHED BY FAA)
AND ATTACHING HARDWARE
MOUNTING FRAMES,
(TYPICAL OF THREE,
ANTENNA ELEMENT
ANTENNA MOUNTING BRACKET (TYPICAL)
ANTENNA TOWER LEG
(TYPICAL)
ANTENNA TOWER LEG
SEE NOTE 3.
GROUNDING CLAMP.
OF TWO PER LEG)
3/8"-16 (TYPICAL
3" U-BOLT CLAMP,
ANTENNA MOUNTING CHANNEL
OF TWO PER LEG)
SUPPORT ANGLE (TYPICAL
3/8"-16 SS HEX NUT
3/8" SS LOCK WASHER
CONTRACTOR FURNISHED
OBSTRUCTION LIGHT
SECTION. SEE NOTE 2.
5’ ORANGE TOP
(TYPICAL). SEE NOTE 1
PER DETAIL "3"
TOWER LEG CONNECTION
SECTION. SEE NOTE 2.
5’ ORANGE
MOUNTING FRAME
ANTENNA
BRACKET C
ANTENNA
L
SECTION. SEE NOTE 2
20’ ORANGE/WHITE
MOUNTING DETAILS
OF 3). SEE DETAIL "2" FOR
ANTENNA ELEMENT (TYPICAL
CABLE CONDUIT
POWER AND SIGNAL
BOTTOM. SEE NOTE 2
SECTION W/ORANGE ON
20’ ORANGE/WHITE TOWER
FOUNDATION
REINFORCED CONCRETE
3/8"-16 X 1 1/2" SS HEX BOLT
LOCK CHANNEL (TYPICAL)
ANTENNA MOUNTING CHANNEL
3/8"-16 SS HEX NUT
LOCK WASHER
3/8" SS
LOCATION (TYP 3)
AT ANTENNA BRACKET
TOWER LEG APPROX.
SECURE TIE-OFF TO
TIE-OFF POINTS.
CONTRACTOR FURNISHED
SEE NOTE 14
13.
14.
15.
SPECIFICATION GL-D-918D.
THIS SHALL BE ACCOMPLISHED PER PARAGRAPH 28 OF THE SPECIAL SPECIFICATIONS AS WELL AS SECTION 9A OF
THE GLIDE SLOPE ANTENNA MASTS ARE GOVERNMENT-FURNISHED AND NEED TO BE REPAINTED PRIOR TO ERECTION.
DIRECTION. COORDINATE WITH THEM TROUGH FAA COTR.
SET TIE-OFF POINTS AT SAME ELEVATION AS ANTENNAS. RELOCATE TO FINAL LOCATION PER FAA DISTRICT EOSH PERSONELL
TOWER BOLT TORQUE VALVES ARE PER NATIONAL STANDARD ACCEPTED DESIGN PER BOLT & NUT SIZE.
IN TURNOVER BINDERS.
PROVIDE A SURVEY SHOWING LOCATION, ELEVATIONS & PLUMBNESS OF ANTENNA MAST AFTER INSTALLATION. PROVIDE
TIE-OFF HARDWARE ASSEMBLIES.
FAA SSC AND FURNISH AND INSTALL THE DYNA-GLIDE CLIMB SYSTEM. THE CONTRACTOR SHALL ALSO INSTALL AND SUPPLY OSHA
A SAFETY CLIMBING SYSTEM WITH A ROUND NOTCHED BAR ARE SHIPPED WITH THE ANTENNA TOWER. DELIVER THESE PARTS TO THE
THE CONTRACTOR MUST MAKE THE NECESSARY TOWER HEIGHT ADJUSTMENT TO FLIGHT CHECK AS DIRECTED BY THE FAA.
CLIMBING SYSTEM. NO SUBSTITUTIONS. SEE DWG ORD-D-GS27C-C005-1.
CONTRACTOR MUST FURNISH AND INSTALL LADDER CLIMBING SAFETY SYSTEM. LADDER CLIMBING SYSTEM SHALL BE DYNA-GLIDE
AND INSTALL GS ANTENNA COAXIAL CABLES. ALL OTHER ITEMS SHOWN HERE BY CONTRACTOR UNLESS OTHERWISE NOTED.
FAA TO FURNISH AND CONTRACTOR TO INSTALL GLIDE SLOPE TOWER, ANTENNAS, AND ANTENNA MOUNTING KITS. FAA TO FURNISH
CENTER OF THE ANTENNA. THE LADDER POSITION MUST BE APPROVED BY THE FAA PRIOR TO INSTALLATION.
RUNWAY THRESHOLD. LADDER SHALL BE INSTALLED CLOSER TO THE READ LEG OF ANTENNA MAST TO ALLOW ACCESS TO THE
INSTRUCTED BY FAA. THE LADDER SHALL BE INSTALLED ON THE RIGHT SIDE OF THE ANTENNA TOWER WHEN LOOKING TOWARD THE
THE CONTRACTOR MUST USE OFFSET BRACKETS IN PLACE OF U-BOLT ASSEMBLIES ON THE ANTENNA, FOUR PER ANTENNA IF
THE CONTRACTOR SHALL RE-PAINT ANY AREAS DAMAGED DURING CONSTRUCTION, SHIPPING.
THE CONTRACTOR SHALL PROVIDE AN LED OBSTRUCTION LIGHT TO REPLACE THE GFM INCANDESCENT TYPE PROVIDED WITH TOWER.
SEE THE GOVERNMENT-FURNISHED PROPERTY LIST FOR ITEMS PROVIDED BY THE FAA. ALSO SEE DWG ORD-D-GS27L-C005-1.
AND 6 AWG BARE COPPER GROUNDING WIRE. CONNECT 6 AWG BARE TO ANTENNA TOWER STRUCTURE USING GROUNDING CLAMP.
FIELD-DRILL 3/8" DIAM. HOLE IN ANTENNA MOUNTING FRAME, SCRAPE PAINT FROM BONDING AREA AND INSTALL GROUNDING LUG
ORIGIN. ALL BARE METAL SHALL BE TREATED WITH ZRC GALVILITE GALVANIZING REPAIR COMPOUND.
CONDUCTOR, AND OBSTRUCTION LIGHT TO TOP OF SHORTENED TOWER. NON-CONTINUOUS CROSS-BRACING SHALL BE CUT AT ITS
CONTRACTOR TO CUT ANTENNA TOWER STRUCTURE, LADDER, AND SAFETY CLIMBING SYSTEM AND RELOCATE AIR TERMINAL, DOWN
SHORTEN THE TOWER TO 5’’-0" MAXIMUM HEIGHT ABOVE CENTERLINE OF TOP ANTENNA ELEMENT. THIS WILL REQUIRE THE
5’-0" BELOW TOP OF TOWER, TOWER MUST BE SHORTENED. CONTRACTOR SHOULD INCLUDE COSTS TO RETURN TO THE SITE AND
BE ADJUSTED BY FAA INSTALLATION PERSONNEL TO ACHIEVE BEST SIGNAL GENERATION. IF TOP ANTENNA ELEMENT IS MORE THAN
MATCH THE NEW ANTENNA HEIGHTS WITH THE ADJACENT GLIDE SLOPE TOWER ANTENNA HEIGHTS. ANTENNA ELEMENT LOCATIONS WILL
WITH ELEMENT CENTERED ON THE MOUNTING BRACKETS AT THE DESIGN HEIGHTS PROVIDED BY THE ELECTRONICS ENGINEER.
THE TOWER IS PLUMB. THE CONTRACTOR SHALL INSTALL ANTENNA MOUNTING BRACKET AND ELEMENT ASSEMBLIES (3 REQUIRED)
CONTRACTOR SHALL ERECT TOWER WITH ALTERNATING ORANGE AND WHITE COLORED SECTIONS TO FULL 50’ HEIGHT. VERIFY THAT
FOR ELECTRICAL CONTINUITY BETWEEN THE TOWER SECTIONS.
CONTRACTOR SHALL TACK-WELD THE BOLTED CONNECTIONS ON ANTENNA TOWER LEG TO WHICH GROUNDING ASSEMBLY IS ATTACHED
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NAVAIDS
IL
10/31/2019 1898272
ORD-D-GS27L-C004
C
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T R
U C
T
IO
ENGINEERING SERVICES
GS
CHICAGO O’HARE INTERNATIONAL AIRPORTCHICAGO
PROJECT ENGINEER MGR: ENGINEERING
o rd -d -g s l-c .d g n
THIS DRAWING PRODUCED ON THE AGL REGION MICROSTATION SYSTEM
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
GLIDE SLOPE - RUNWAY 27L
ANTENNA TOWER ASSEMBLY DETAILS
| 2020-07-06T09:32:13-0500 | |
| RAFAEL CRAME |
| 2020-07-09T16:19:58-0500 | |
| LUIS N DOMINGUEZ |
File details come from the government source that posted it. Updated .