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This document includes a federal contract opportunity for construction services for the establishment of NAVAIDS facilities serving extended Runway 9R-27L 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 the contract drawings, specifications, and clauses. The estimated price range for this procurement is between $5 million and $10 million. Interested firms must demonstrate successful completion of similar projects both in dollar amount and scope of work at an operational airport. Offers must be submitted by October 7, 2020. The solicitation requires a cover letter, signed forms, past performance references, a construction schedule, financial documents, insurance documents, bonding confirmation, and a small business subcontracting plan.

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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-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
Attachment No. 04 - Section L-110 - Installation of Airport Underground Electrical Duct.pdf PDF
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Text version

o rd -d -g s l-a .d g n

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8 7 6 5 4 3 2 1

H

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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

(M

IN

2’-0"

2’-0"2’-0"

1.

2.

3.

4.

5. 10 PSFMECHANICAL ALLOWANCE:

30 PSF (COMPONENTS)WIND LOAD:

25 PSF (MWFRS)WIND LOAD:

30 PSFSNOW LOAD:

150 PSFFLOOR LIVE LOAD:

FORM CONCRETE)

(DO NOT USE TO

INSULATION

2" RIGID FOAM

NOTE 1

FLOOR PER

FINISHED

WHITE STEEL FASCIA

FIBERGLASS BATT INSULATION,

R-19 IN WALLS, R-30 ABOVE CEILING

AIR AND WATER INFILTRATION BARRIER,

1/2" THICK O.S.B. SHEATHING PER NOTE 3

STEEL STANDING SEAM

SIDING.

BARRIER

6 MIL VAPOR

CRUSHED ROCK

COMPACTED

12" DEPTH

6 X 6 X 6/6 WWF

6 MIL POLYETHYLENE

VAPOR BARRIER

BARS CONTINUOUS

AROUND PERIMETER

1’-6"

TYP

1’-6"

8"

3" (TYP.)

3" (TYP.)

1%

8" 8"

TYVEK COMMERICALWRAP MEETS SPECIFICATIONS

3" (TYP.)

3" (TYP.)

CONTINUOUSLY VENTED

2 X 6 STUD GRADE WALL 16" O.C.

1’-5"

"4

" 5

CL

fY = 60 KSI (EPOXY COATED)REINFORCEMENT:

f ’C = 3,000 PSI @ 28 DAYSCONCRETE:

SHEATHING

INTERIOR PLYWOOD

BOARD 3/4"OVER

5/8"TYPE X GYPSUM

SPECIFICATIONS.

PROTECTO CORP. MEETS

3/8" SILL SEALER STRIP,

SPACED @ 16" O.C.

RAFTERS, AND JOISTS

2 X 6 STUD GRADE,

OPENING.

17" X 10" HVAC RETURN

OVER FOUNDATION 2"

OVERLAP SHEATHING

(NOT CHAMFERED)

CONCRETE FOUNDATION

CONSTRUCT REINFORCED

BY CONTRACTOR.

SUPPORT INSTALLED

" ANTENNA4

REPRESENTATIVES.

BY FAA INSTALLATION

FURNISHED AND INSTALLED

FLIGHT CHECK ANTENNA

ENTERING DOOR INTERIOR.

OF DOOR TO PREVENT MOISTURE FROM

SEAL HOLES AT TOP AND BOTTOM

FIRE-RATED DOOR PER SPECIFICATIONS.

HOLLOW CORE INSULATED METAL

FIRE RATED FRAME FOR 3’-0" X 6’-8"

TIE, MODEL H2 MEETS SPECIFICATIONS

DOUBLE TOP WALL PLATES. SIMPSON STRONG

THE RAFTER AND CEILING JOISTS TO THE

18 GA GALVANIZED TIE CONNECTOR. ANCHOR

DOUBLE 2" X 6" STUD GRADE HEADER PLATES.

EACH RAFTER.

STYROFOAM VENT BAFFLE. INSTALL BETWEEN

LB CONDULET

1" GRSC WITH

CAT. NO. LCD-3, PART NO. 19040

ENVIRONMENTAL TECHNOLOGY, INC.

AUTOMATIC DEICING CONTROLLER,

PER SPECIFICATIONS

CONTINUOUS RIDGE VENT

(TYPICAL)

RAFTER

DOUBLE

TRUSS FRAMING

GRADE LADDER

2" X 6" STUD

ROOF.

SEAM STEEL

STANDING

EDGE ALL SIDES

GALVANIZED DRIP

(OSB) SHEATHING.

STRAND BOARD

3/4" ORIENTED

LEFT SIDE ELEVATION

FRONT ELEVATION

DESIGN CRITERIA

ROOF PLAN

7’-10 1/4" 7’-10 1/4"

5’-10 1/4" 5’-10 1/4"

13’-0 1/2" 17’-0 1/2"

AT 12" O.C. (TYPICAL)

4 L-BARS 2’-0" X 2’-0" #

EACH WAY

4 @ 12" O.C. #

5 REINFORCEMENT #2-

1/2" X 18" J-BOLT

8"

WWF REINFORCEMENT

PAD WITH 6" X 6" X 6/6

4’ X 4’ X 11 1/2" CONCRETE

NO. 4 BENT BARS (EACH FACE)

2 1/2" ASPHALT (BASE)

MODIFIED PROCTOR (ASTM 1557)

ROCK CA-6. COMPACT TO 95%

12" (MIN.) COMPACTED CRUSHED

SURFACE IMPROVEMENT

SEE CIVIL PLANS FOR PROPOSED

COURSE BITUMINOUS ASPHALT

AND 1 1/2" COMPACTED FINISH

2 1/2" COMPACTED DEPTH COURSE

COMPACTED OVER GEOTEXTILE PLACE

MODIFIED PROCTOR (ASTM D1557)

6" MIN. CA-6 COMPACTED TO 95%

SUPPORT CONCRETE STOOP

6" THICK WING WALL TO

1 1/2" ASPHALT (FINISH)

CONTINUOUS WHITE ALUMINUM STEEL SOFFIT

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

12.

13.

14.

15.

16.

17.

18.

19.

20.

11.

21.

22.

FOR SUBSTITUTION. COLOR SHALL BE WHITE.

WITH COLOR TO MATCH PANEL. PROVIDE SHOP DRAWINGS

NO. 14 X 1" COMBINATION STEEL AND NEOPRENE WASHER

TO SHEATHING USING ZINC PLATED SCREWS WITH A

FABRAL MEETS SPECIFICATIONS.PANELS SHALL BE FASTENED

WARRANTY. MIGHTI-RIB PBR METAL SIDING SYSTEM FROM

RUST AND ACID RAIN, AND 30-YEAR FADE AND CHALK

INTEGRITY WARRANTY. 10-YEAR WARRANTY AGAINST EDGE

GRADE 80 KSI STEEL, EXPOSED FASTENERS, LIFETIME FILM

STRUCTURAL EXPOSED FASTENER WALL SYSTEM, 26 GA.,

RODENT AND MOISTURE INFILTRATION.

SEAL BUILDING CORNERS AND DOOR FRAME TO PREVENT

ENTIRE ROOF.

AND 30 LB. FELT. INSTALL ICE AND WATER SHIELD OVER

WHITE. PANELS SHALL BE INSTALLED OVER 3/4" SHEATHING

ROOFING SYSTEMS MEETS SPECIFICATIONS. COLOR SHALL BE

ROOFING (16" COVERAGE) FROM FABRAL METAL WALL AND

WARRANTY ON ROOFING MATERIAL. SLIM SEAM METAL

STEEL, 20 YEAR WARRANTY ON FACTORY FINISH, LIFETIME

STANDING SEAM METAL ROOFING SYSTEM, 24 GA., GRADE 40

REFER TO HVAC MANUFACTURER’S FRAMING REQUIREMENTS.

INSTRUCTIONS.

LATEX PAINT. REFER TO DOOR MANUFACTURER’S FINISHING

PAINT DOOR AND FRAME LIGHT GRAY USING EXTERIOR

SETS THAT ACCEPT BEST CORP. CORES.

CORPORATION LOCK SETS WILL BE PERMITTED FOR LOCK

35H-7-F-3-J-626-LHRB. SUBSTITUTIONS FOR BEST LOCK

DOOR, 3’-0" X 6’-8" X 1 3/4", WITH BEST LOCK SET

DOOR SHALL BE A HOLLOW METAL INSULATED EXTERIOR

ANCHORS 3’ O.C. MAX. AROUND PERIMETER.

SECURE WALLS TO FOUNDATION USING 1/2" X 18" J-BOLT

EACH STUD USING RING-SHANK NAILS SPACED 16" O.C.

STRAND BOARD (OSB) SHEATHING. SECURE PLYWOOD TO

EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" ORIENTED

PAINTED WHITE.

INTERIOR SURFACES SHALL BE MADE SMOOTH AND

PLYWOOD SHEATHING.

APPLY 5/8" TYPE X DRYWALL OVER THE INTERIOR

BE FIRE RETARDANT TREATED (FRT) PLYWOOD.

WOOD SCREWS SPACED 16" O.C. . ALL PLYWOOD SHALL

OF THE STUDS. SECURE PLYWOOD TO EACH STUD USING

APPLY 3/4" PLYWOOD SHEATHING OVER INTERIOR SIDE

2-COAT GRAY, SATIN, WITH NON-SKID, NON-SLIP ADDITIVE.

UTILIZE A TWO PART EPOXY TYPE FLOOR COVERING,

CONCRETE FLOOR SLAB SHALL BE SEALED AS FOLLOWS:

23.

TYP

SEE ORD-D-ALD031 FOR STOOP WING BAR SUPPORT.

RODENT/INSECT/WATER PROOF INSTALL.

SIDING DETAILS, ETC. STRICT ATTENTION SHALL BE PAID TO PROVIDE A

SHOWING HOW HE SHALL ACCOMPLISH THE CORNERS WITH J-CHANNEL,

CONTRACTOR TO MOCK UP ONE WALL PRIOR TO CONSTRUCTION SHELTER.

BUILDING NUMBER AND EXACT LOCATION WITH THE FAA R.E. (TYPE 2 PLACES).

APPROACH DENOTING THE FIRE DEPARTMENT BUILDING NUMBER. COORDINATE

CONTRACTOR SHALL PROVIDE AND INSTALL A SIGN ON THE BLDG. FACING ROAD

WITH FAA RESIDENT ENGINEER.

THE FAA LOGO. COORDINATE SIGN SIZE, COLORING AND ROOM DESIGNATIONS

EQUIPMENT ROOM. THE SIGN SHALL INCLUDE A COLOR REPRESENTATION OF

THAT DESIGNATES THE ROOM’S USE, I.E., GENERATOR ROOM, LOCALIZER ROOM,

CONTRACTOR SHALL PROVIDE AND INSTALL A SIGN ON EACH EXTERIOR DOOR

DOOR. THE STAMP OR LABEL SHALL NOT BE PAINTED OVER.

INDICATED BY A STAMP OR METAL LABEL VISIBLE WHEN OPENING THE

DOORS AND DOOR FRAMES SHALL BE FIRE RATED. FIRE RATING SHALL BE

AS WELL AS AN EXTERIOR DOOR SWEEP WITH TRIM.

A TOE KICK SHALL BE PROVIDED ON THE INTERIOR SIDE OF THE DOOR,

FACTORY PAINTED TO MATCH SIDING.

SCREWS FASTENING SIDING TO STRUCTURE SHALL BE STAINLESS STEEL,

FOR LIGHTNING PROTECTION REQUIREMENTS SEE SHEET STD-D-LTNGPROT-E01.

AS REQUIRED BY THE FAA R.E.

BEARING BENEATH THE FOUNDATION TO A DEPTH OF 3’ MIN. OR DEPTH

FOUNDATION SHALL BE 3.0 KSF. THE CONTRACTOR QC MUST VERIFY

THE REQUIRED MINIMUM BEARING CAPACITY ON SUBGRADE BENEATH THE

MANUFACTURER.

DECORATIVE END CAP OR COVER APPROVED BY THE ROOFING

EXPOSED ENDS OF STANDING SEAMS SHALL BE CAPPED WITH A

WITH EXTERIOR GRADE SILICONE SEALER.

CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH BUILDING WALLS

SUBSTITUTIONS PER SPECIAL SPECIFICATIONS.

LIST OF MATERIAL AND AN INSTALLATION INSTRUCTION BOOK. SUBMIT

MATERIAL SHALL BE PROVIDED BY THE MANUFACTURER WITH A DETAILED

AS A COMPLETE SYSTEM, WITH WARRANTY, PER SPECIAL SPECIFICATIONS.

FASCIA, AND TRIM SYSTEM SHALL BE FABRICATED BY ONE MANUFACTURER

STANDING SEAM METAL ROOFING PANELS, SIDING PANELS, AND SOFFIT,

DRAWINGS FOR SUBSTITUTION.

FABRAL MEETS SPECIFICATIONS. COLOR SHALL BE WHITE. PROVIDE SHOP

FACTORY FINISH. POSI-LOCK METAL SOFFIT AND FASCIA SYSTEM FROM

FASTENERS, CONTINUOUSLY VENTED, AND 20 YEAR WARRANTY ON

SOFFIT AND FASCIA MATERIAL SHALL BE ALUMINIUM WITH HIDDEN

24.

WATER SHIELD

ICE AND

E D

M

IS

S

U E

D F

O R

NAVAIDS

IL

10/31/2019 1898272

ORD-D-GS27L-A001

C O

N S

T R

U C

T

IO

N

ENGINEERING SERVICES

GS

CHICAGO O’HARE INTERNATIONAL AIRPORTCHICAGO

PROJECT ENGINEER MGR: ENGINEERING

o rd -d -g s l-a .d g n

THIS DRAWING PRODUCED ON THE AGL REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA

GLIDE SLOPE - RUNWAY 27L

FOUNDATION AND FRAMING DETAILS

12’ X 16’ EQUIPMENT SHELTER

LKN

2020-07-02T14:18:16-0500
RAFAEL CRAME
2020-07-09T16:17:21-0500
LUIS N DOMINGUEZ

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