About this file

This federal solicitation is seeking 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, supervision, materials and equipment to perform the project in accordance with drawings, specifications and contract terms. The performance period is 605 calendar days beginning November 15, 2020, with an estimated price range of $5 million to $10 million. Interested firms must demonstrate experience on similar airport projects and must submit their offer by October 7, 2020 responding to requirements for past performance, schedules, insurance, bonding and small business subcontracting plans. The soliciting agency is the Department of Transportation Federal Aviation Administration Southwestern Region.

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File Type Posted
697DCK-20-R-00436 - Amendment 0001.pdf PDF
ord-d-als09r-e009.pdf PDF
ord-d-gs09r-c004.pdf PDF
ord-d-als09r-m001.pdf PDF
ord-d-gs27l-c006.pdf PDF
ord-d-als27l-c007.pdf PDF
ord-d-ald09r-g024.pdf PDF
ord-d-ald09r-g015.pdf PDF
ord-d-gs27l-a001.pdf PDF
ord-d-ald09r-g008.pdf PDF
ord-d-gs27l-c003.pdf PDF
ord-d-als09r-e006.pdf PDF
ord-d-loc27l-c007.pdf PDF
ord-d-ald09r-g017.pdf PDF
ord-d-als27l-c006.pdf PDF
ord-d-als09r-c006.pdf PDF
ord-d-als27l-e006.pdf PDF
Attachment No. 12 - Required Checklist for Underground Storage Tank Installation.pdf PDF
ord-d-gs27l-e001.pdf PDF
ord-d-loc27l-c003.pdf PDF
ord-d-als09r-e005.pdf PDF
Attachment No. 20 - Past Performance Questionnaire.doc DOC document
ord-d-gs09r-a001.pdf PDF
ord-d-im09r-c001.pdf PDF
ord-d-als27l-e005.pdf PDF
ord-d-als27l-m002.pdf PDF
ord-d-als09r-e012.pdf PDF
ord-d-ald09r-g031.pdf PDF
ord-d-als09r-e008.pdf PDF
ord-d-gs27l-c004.pdf PDF
ord-d-ald09r-g004.pdf PDF
ord-d-gs09r-c005.pdf PDF
ord-d-als27l-m003.pdf PDF
ord-d-als09r-c011.pdf PDF
ord-d-als09r-m004.pdf PDF
ord-d-loc09r-c003.pdf PDF
ord-d-ald09r-g022.pdf PDF
ord-d-gs27l-c005.pdf PDF
Attachment No. 18 - Contract Insurance Requirements - Chicago Department of Aviation.pdf PDF
ord-d-als27l-c012.pdf PDF
Attachment No. 02 - Special Specifications.pdf PDF
ord-d-ald09r-g014.pdf PDF
Attachment No. 14 - Ground Resistance Testing Form.xlsx XLSX spreadsheet
ord-d-ald09r-g002.pdf PDF
ord-d-als27l-c014.pdf PDF
Attachment No. 19 - Small Business Subcontracting Plan - 697DCK-20-R-00436.pdf PDF
697DCK-20-R-00436.pdf PDF
ord-d-loc27l-c004.pdf PDF
ord-d-loc09r-c002.pdf PDF
ord-d-als09r-e013-1.pdf PDF
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Text version

o rd -d -l o c r-c .d g n

/2

/2

:2

:3

P

M G re g o ry C

T R S p e n c e r

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

H

G

F

E

D

C

12345678

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

FRONT ELEVATION SIDE ELEVATION

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

DETAIL-LUG FOR QUICK RELEASE PIN DETAIL-MOUNTING STAND GROUNDING

DETAIL-POLE CAP GROUNDING

NOT TO SCALE

DETAIL-POLE MAINTENANCE STAND

NOTES:

NOT TO SCALE

NOT TO SCALE

DETAIL

NOT TO SCALE

SECTION

A

NOT TO SCALE

A A

MOUNTING STAND FOUNDATION TOP VIEW

CL

6 3/4" O SEMI-CIRCLE

HEX NUT

LOCK WASHER

GROUND LUG

POLE CLAMP

GRADE

M

IN

20"

1"1"

2"

1/2"

FOUNDATION

CONCRETE

TOP OF

WELD

EXOTHERMIC

(SEE NOTE 4)

STAND ASSEMBLY

MG-20 MOUNTING

2" EMT STEM (TYP 2)

2" FRANGIBLE COUPLING (TYP 2)

2" COUPLING (TYP 2)

2" GRS CONDUIT

ROCK PLOT

CRUSHED FINISH GRADE

BUSHING

GROUNDING

GROUND

6 GREEN

1/C

FRONT PLUG HOLE

WEATHERPROOF

SEAL AND

GASKET

RUBBER

NEOPRENE

STAND PLATE

MG-20

NUT-REQUIRED

LEVELING

POSITION

POLE IN LOWERED

(4 PLACES)

NUTS AND WASHERS

BOLTS W/ DOUBLE

GALVANIZED MACH.

3/8" O x 8" LG.

BARRIER FABRIC

WEED BLOCK

CENTER OF SLOT.

TO 1 1/2" HOLE AT

ENLARGE OPENING

1"x3" SLOT.

EXISTING

PIVOT ROD

FRAME

MOUNTING

ON FOUNDATION

MOUNTING BOLT

HOLE TO 2 1/2" DIA

ENLARGE EXISTING

OF POLE

TO TOP

BE SET LEVEL

WOOD SUPPORT TO

PRESSURE TREATED

TOP OF 2"x6"x20"

(2 PLACES)

TREATED WOOD

4"x4" PRESSURE

6"

TAPPED HOLE

WIRE THRU 1/2"

ROUTE GROUND

CAP

POLE

1.

2.

IMPACT RESISTANT FIBERGLASS POLE.

LOWERED TOWER TO PREVENT DAMAGE TO THE LOW

CARE SHALL BE EXERCISED WHILE SERVICING THE

ONE MAINTENANCE STAND SHALL BE INSTALLED FOR THE POLE.

NOTCH ALL THE WAY AROUND.

INTO EACH LEG OF THE WOODEN MAINTENANCE STAND.

ENGINEER. CUT A 1/2" DEEP 60° NOTCH, 3" MAX ABOVE GRADE,

TO MAKE THE STAND FRANGIBLE AS DIRECTED BY RESIDENT

A NOTCH MUST BE CUT IN EACH LEG OF MAINTENANCE STAND

AWAY FROM THE FOUNDATION OR ANCHORS.

ALL GROUND RODS SHALL BE LOCATED A MINIMUM 2 FEET

TO FAA FACILITIES.

SEE SITE PLAN FOR ORIENTATION, LOCATION, AND HOOKUP

3.

4.

5.

6.

7.

POLE CAP

GRADE

ROCK FINISHED

6" CRUSHED

BARRIER FABRIC

WEED BLOCK

2’-8"

6 5/8" 6 5/8"

13 1/4" 8"

4 1/2" 4 1/2"

1 1/8"

2’-0"

TO THRESHOLD

1" CHAMFER

C

SHELTER

TO LOCALIZER

WITH SOCKET HEAD

ALUMINUM TYPE

TIN-PLATED

(SOLDERLESS)

GROUND LUG

TREATED WOOD

PRESSURE

2"x6"x20"

LUG

GND

DETAIL 1

ASSEMBLY PER

MOUNTING STAND

L.I.R. POLE AND

L.I.R. POLE

13 1/4"

AXLE PIVOT BAR

NUTS, AND WASHERS

STEEL ANCHOR,

3/4" GALVANIZED

PRE-ASSEMBLED

BASE COMES

AXLE BAR. THIS

BASE INCLUDES

MOUNTING STAND

PER DETAIL 3

RELEASE PIN

LUG FOR QUICK

STAND PLATE

POLE TO

BOND L.I.R.

OF THE I.M. POLE

THE ASSEMBLY

STAND DURING

TO MOUNTING

PLATE. CONNECT

I.M. POLE STAND

FOUNDATION

CONCRETE

THE POLE

APART AROUND

FOUR RODS 10’

ROD. SPACE

STEEL GROUND

STAINLESS

3/4" 0 x10’ LG

BREAK POINT

TOP OF L.I.R. POLE

(6 1/4" OD)

L.I.R. POLE

NUTS AND WASHERS

PROVIDE GALVANIZED

4" HOOK (TYPICAL).

ANCHOR BOLT,

GALVANIZED

3/4" DIA x18" LG

L.I.R. POLE

L EXTENDED

RUNWAY

GASKET)

RUBBER

HOLE THRU

HOLE (CUT

1 1/2" DIA

WIRE-2’ DEEP

COUNTERPOISE

4/0 GREEN#

COUNTERPOISE

4/0 GREEN

COAX CABLES AND 1- 6 GREEN

CONTAINING 2-1/2" HELIAX

TO PVC BELOW GRADE

2" GRS TRANSITIONING

W/ORANGE TRACER)

GROUND (GREEN

6 STRANDED COPPER

AVOID PINCHING OF CABLE

SLACK AT THE BOTTOM.

TRACER). ALLOW ENOUGH

GROUND (GREEN W/ORANGE

6 STRANDED COPPER

HOLE

7/8" DIA

GROUND ROD

COPPER WIRE TO

6 GREEN STRANDED

SEE DETAIL "2"

POLE CAP.

(NOTE 5)

ANTENNA

FAR-FIELD MONITOR

PIVOT ROD.

ROUTE CABLE UNDER

POLE TILTING.

SLACK TO ALLOW

PROVIDE SUFFICIENT

STEEL PLATE

1/2" GALVANIZED

OR FOOT

CLEVIS

8.ALL BELOW-GRADE ITEMS INSTALLED BY OTHERS.

DIRECTED BY RESIDENT ENGINEER PER FAA STD 918D.

FOR CONNECTION TO ALL GROUND ELECTRODES AS

STEEL SECTIONAL TYPE. USE EXOTHERMIC WELD PROCESS

ALL GROUND RODS SHALL BE 3/4"x10’ LONG STAINLESS

A-16H12ALP)

12"x16"x6"D (HOFFMAN

JUNCTION BOX, NEMA 4X

ANTENNA TO FAA RESIDENT ENGINEERS SATISFACTION.

THE CONTRACTOR MOUNTS FAR-FIELD MONITOR

9.

THREADED CONNECTIONS (NOT SS).

APPLY ANTI-SEIZE COATING TO ALL EXTERIOR

(NOT SHOWN)

( 098N106)

CUSH-A-CLAMP-SS

6 1/8" CLAMP

DETAIL-FAR-FIELD MONITOR ANTENNA TO POLE MOUNTING

COMBINATION

UNISTRUT

STAINLESS-STEEL

(NOT SHOWN)

( 040N046)-SS

CUSH-A-CLAMP

2 1/2" CLAMP

L.I.R. POLE

BOTTOM OF

CONDUIT TO

(NON-METALLIC)

1/2" FLEX TYPE

E D

M

IS

S

U E

D F

O R

NAVAIDS

IL

10/31/2019 1898272

ORD-D-LOC09R-C008

C O

N S

T R

U C

T

IO

N

ENGINEERING SERVICES

LOC

CHICAGO O’HARE INTERNATIONAL AIRPORTCHICAGO

PROJECT ENGINEER MGR: ENGINEERING

o rd -d -l o c r-c .d g n

THIS DRAWING PRODUCED ON THE AGL REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

POLE AND FOUNDATION

FAR-FIELD MONITOR - RUNWAY 9R

2020-07-06T09:40:45-0500
RAFAEL CRAME
2020-07-09T16:31:04-0500
LUIS N DOMINGUEZ

File details come from the government source that posted it. Updated .