SOW_BGR_ATCT Refurb_Rev_12.7.23.pdf

Federal Aviation Administration

Statement of Work

BGR ATCT

Building Upgrades Revised 12/7/23

Project: Replace exterior door frames, doors, flooring, painting and post indication valve at BGR Air Traffic Control Tower.

Location: BGR Air Traffic Control Tower (ATCT), 85 Tower Rd, Bangor, Maine

This Task Order for Construction Services sets forth the requirements for the Contractor to properly perform the below scope of work at the (BGR) Air Traffic Control Tower (ATCT), Bangor, Maine.

1) Scope of Work:

The major requirements of this task include the following:

a) General Scope of Work:

i) The Contractor must provide all material, equipment, supplies, transportation and labor to complete the specific scope of work. All work needs to be priced in accordance with Davis-Bacon Wage Rates.

ii) The Air Traffic Control Tower is a critical, operational facility. All work must be coordinated with the FAA COR. All construction activities including, but not limited to, noise, dust, smell (chemical) must not impede or affect the operation of the facility and its personnel.

iii) A detailed work schedule must be presented for approval to the COR at least 24 hours in advance of any work being performed. Any delays or rescheduling of work must be coordinated with the COR.

iv) The contractor is required to meet OSHA’s Fall Protection and Safety rules and regulations.

v) The contractor must hire an independent asbestos testing firm to test samples for possible asbestos containing material at all areas of work. The contractor will submit on an asbestos abatement and disposal plan if asbestos is found.

(1) Asbestos testing must take place at areas of floor demolition and sheetrock demolition.

(2) All demolished doors and frames will be assumed ACM. When removed they must be wrapped in poly and transported to an asbestos disposal facility by an asbestos abatement licensed company. Provide FAA with manifest and disposal records.

vi) Contractor will field verify dimensions affected by the project. Remedial actions will be based on the contract documents.

vii) Progress/Review Meetings will occur on site in Bangor, Maine and on FAA provided telephone conferences.

b) Resilient Flooring, Base and Accessories:

i) Floor Demolition

(1) Contractor will remove and legally dispose of the existing rubber flooring from the 5th floor stairwell landing up to the cab level. Stairwells contain approximately 52 treads and approximately 132 ft sq. of flooring.

(2) Contractor will remove and legally dispose of the existing carpet flooring in the base building smoke room.

ii) Flooring Install

(1) Contractor will provide and install new Roppe Vantage 98 stair treads with reflective and abrasive glow strip (color safety yellow), or an approved equal, throughout the entire stair well. Approximately 164 treads. Contractor must also provide cove risers for each associated stair tread.

(2) Contractor will install new rubber flooring at each stairwell landing, approximately 400 ft sq. total. Kind must match Roppe Vantage 98

(3) Contractor will install new VCT flooring at each elevator landing and hallway as listed below:

(a) Total area of 658 sq ft

(b) Elevator landing story 1: 76 sq ft

(c) Elevator landing story 2: 253 sq ft

i) Runway monitoring equipment (single ~3’x3’x6’) rack is located in the 2nd story elevator landing. The contactor must notify the COR when this work is taking place with a 7 day’s notice. FAA and airport will temporarily relocate the equipment. The contactor must complete this work in an efficient manner so the equipment can be restored in a timely fashion.

(d) Elevator landing story 3: 253 sq ft

(e) Elevator landing story 4: 76 sq ft

(4) Contractor will install new 4” wall base at each stairwell landing and elevator landing to cover all perimeter of wall as listed below:

(a) Stairwell Landing: 25 ft at each landing.

(b) Elevator Landing story 1: 40 ft

(c) Elevator Landing story 2: 74 ft

(d) Elevator Landing story 3: 74 ft

(e) Elevator Landing story 4: 40 ft

(5) Install new VCT and 4” toe base in the base building smoke room.

(6) The FAA will remove all furniture prior to work in the listed areas.

c) Door and Frame Replacement:

i) Engine Generator Room Double Door

(1) Replace doorframe and double doors. Contractor will replace all hardware

Stephen N Branch Highlight to match existing including, but not limited to, two manual flush bolts, latch guard, weather-strip, bottom gasket, handle and door closer. See attached as built to show cross section of wall.

(2) Contractor will replace metal threshold to match existing.

(3) Contractor will replace the rotted out corners of the interior wall approximate 16” wide x 12” height sections on both sides of the double door. Refer to as built for wall composition and photos. New interior wall patch to match existing composition. Paint new wall patch. Refer to paint specification for details.

(4) Contractor will install a new 4”x4” diamond plate wall corner guards.

Length to match height of doorway.

(5) When replacing the doorframe the contractor must seal the joint between the doorframe and aluminum cladding with Dow 795 sealant (color to be almond).

(6) The contractor will prep and paint the new doorframe and door according to the below paint specification section.

(7) Contractor must take precautions to protect equipment inside engine generator room.

(8) The contractor will seal the areas of work with poly to prevent dust from entering the equipment.

ii) Engine Generator Room Single Door

(1) Replace doorframe and single door. Contractor will replace all hardware to match existing including but not limited to, latch guard, door closer, weather-strip, bottom gasket and handle. See attached as built to show cross section of wall.

(2) Contractor will replace metal threshold to match existing.

(3) Contractor will replace the rotted out corners of the interior wall approximate 16” wide x 12” height sections on both sides of the double door. Refer to as built for wall composition and photos. New interior wall patch to match existing composition. Paint new wall patch. Refer to paint specification for details.

(4) Contractor will install a new 4”x4” diamond plate wall corner guards.

Length to match height of doorway.

(5) When replacing the doorframe the contractor must seal the joint between the doorframe and aluminum cladding with Dow 795 sealant (color to be almond).

(6) The contractor will prep and paint the new doorframe and door according to the below paint specification section.

(7) Contractor must take precautions to protect equipment inside engine generator room.

(8) The contractor must seal the areas of work with poly to prevent dust from entering the equipment.

iii) Weather Room Door

(1) Replace Weather Room door, door window frame (sidelight) and door frame. See attached as built to show cross section of wall.

(2) Contractor will replace all hardware to match existing including, but not limited to, door closer, handle, bottom gasket and weather-strip.

(3) Contactor will install a new latch guard.

(4) Remove and replace existing door threshold to match existing.

(5) Paint new door, sidelight/door window frame and door frame dark bronze

(to match existing) according to the paint specification section.

(6) Two vents are located inside the weather room. To prevent dust and any smells from entering the facility, the contractor must build a temporary partition wall (as necessary) and cover with poly in order to seal the area of work.

iv) Tower Base Door

(1) Replace doorframe and door with new. Door is a non-standard size and measures approximately 37” wide by 7’10” tall.

(2) Replace all door hardware with new including but not limited to panic bar, door closer, handle, non-removable hinge pins, weather stripping, bottom gasket and latch guard.

(3) The contractor will provide and install a new 8-inch wide metal door threshold.

(4) This door is part of the electronic facility security system. The contractor will coordinate the removal and reinstallation of the security controls on the door with CMC at (855) 801-6191. Work must not take place on the door without a representative of CMC company present. FAA will reimburse CMC directly for all costs related to removal and reinstallation of the security controls."

KBR is the Security Contractor.

(5) Repair wall deterioration to the left and right of the door. Remove deteriorated wallboard, wall base and associated materials to the left and right of the door. Install new wallboard, wall base and vinyl corner guard (color white) to match surrounding conditions. Guards must extend to top of doorway. Blend new materials with existing.

(6) Refer to as built for wall composition and photos. New interior wall patch to match existing composition. Paint new wall patch. Refer to paint specification for details.

(7) The contractor will prep and paint the new doorframe and door according to the below paint specification section.

(8) Contractor will take precautions to prevent dust, debris and fumes from going inside the ATCT, including but not limited to building a plastic containment.

(9) The contractor must seal the areas of work with poly to prevent any smells or dust from entering the facility.

v) Radar Room Door

(1) Replace door with new. Provide and install matching hardware and weather proofing.

(2) Repaint frame and window frames.

(3) Remove loose paint and rust scale, dirt, oil, grease and other accumulations with a wire brush or pressure washer and let dry. Clean paint surface and prep for paint.

(4) Apply a layer of Skyco Aspho neutralizer. Let dry overnight for a minimum of 24 hours.

(5) The contractor will prep and paint the existing and new doorframe, sidelight and door according to the below paint specification section.

(6) Place sealant on cracked concrete step to seal and prevent future corrosion.

(7) Contractor will install a new latch guard.

d) Wallboard and interior paint:

i) Prep and paint all stairway walls and door frames throughout the entire stairwell. FAA to provide four 5 gallon buckets. The contractor will provide the remaining materials as needed. Refer to the below paint specification for details.

ii) The Contractor is not required to paint the ceilings in the stairwell.

iii) The Contractor is not required to paint the underside of the exposed stairs/landings.

iv) The elevator doors and frames are all required to be painted except for the 1st floor and the subjunction floor (these locations have vinyl wraps on them).

v) The Contractor is not required to paint the metal heating covers, sprinkler piping, etc.

e) Guardrail Paint:

i) The contractor will apply a new top coat to all surfaces of the stairwell guardrails.

f) Replacement of Post Indication Valve

(1) Hire a licensed company to completely replace the Post Indication Valve located outside entrance to the mechanical sprinkler room.

(2) Due to the critical nature of the ATCT, the contractor shall review excavation procedures with the FAA. The contractor must call dig safe prior to excavation. The contractor must hydrovac to excavate for the PIV valve.

(3) Repack stem and replace gland bolts on existing 4” OS&Y gate valve.

(4) Furnish labor and materials to replace in full QTY 1 6” PIV with tamper switch (high-pressure water service line).

(5) Install packing and new gland bolts onto existing 4” OS&Y gate valve, to be done while system is down during PIV replacement.

(6) Contractor will include all excavation, electrical wiring, and above grade landscaping to be returned to original conditions.

(7) Maine Fire Protection Systems is a suggested vendor. They are familiar with the site and have performed associated work in the past.

(8) Bidders must assume an 8’ depth for excavation.

(9) The Contractor is allowed to temporarily store excavated material on site but must communicate to the FAA on any parking areas or spaces that need to be reserved.

(10) The Contractor must install traffic barriers to direct any pedestrians around the excavation areas.

(11) The PIV valve is below the existing sidewalk. The Contractor must replace the existing sidewalk with new. The new sidewalk must match elevation, slope, expansion/contraction joints as the existing.

(12) If the sidewalk is cut at an expansion joint, epoxy dowel quantity 3 #4 deformed grade 60 rebar 6” from the edges along the cross section of the sidewalk at equal spacing to bond new sidewalk to existing sidewalk.

(13) Below is a detail for expansion and contraction joint. Restore new sidewalk to match existing.

(14) Concrete mix shall be standard, normal weight, freeze thaw resistant 4,000 psi mix.

Slump must be 4”. Air entrainment must be 5-7%. Aggregates must be well graded with max ¾”. Thickness on concrete shall be 6” to match existing. Reinforce sidewalk with WWF 6x6 W2.9 x W2.0 centered in the middle of the slab.

(15) Place concrete in accordance with ACI 301. Follow temperatures curing requirements in ACI 305 and ACI 306. Tool edges to match existing.

(16) Formwork shall be used and reinforced to create a sidewalk with a consistent and straight edge.

(17) The existing fill is suitable to use for backfill.

(18) Reference the Curing and Protection, Patching of Concrete Surfaces and

Compaction of Soil Backfills specification in the Execution section below.

g) Epoxy Floor Installation – Boiler Room

i) The contractor must remove the existing coating in the boiler room.

Stephen N Branch Highlight

ii) The contractor must provide and install new epoxy flooring. Epoxy flooring must be Sikafloor 161 low VOC primer and Sikafloor 264 low VOC with a textured finish, or an approved equal. Contractor must follow all manufacturer instruction and be certified by the manufacturer for the installation.

iii) The contractor must submit on color samples prior to work.

iv) There is an existing wood ramp in the boiler room. The Contractor must leave the ramp in place and epoxy around it.

v) Due to the critical nature of the facility and its occupants, the contractor must eliminate any fumes from entering the building. The contractor must submit on a fume mitigation plan which must include sealing the room, ducts and providing a negative air machine.

2) Execution / Notes:

a) Resilient Flooring Notes

i) Maintain ambient temperatures within range recommended by manufacturer, but not less than 70 deg F (21 deg C) or more than 95 deg F (35 deg C), in spaces to receive resilient products during the following time periods:

ii) 48 hours before installation.

iii) During installation.

iv) 48 hours after installation.

v) Install resilient products after other finishing operations, including painting, have been completed.

vi) Contractor must submit on methods to remove fumes in their fume mitigation plan.

Resilient Stair Treads:

i) New stair treads will be Roppe Vantage 98 with a reflective and abrasive glow strip or an approved equal.

ii) Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

(1) Roppe Corporation, USA.

(2) Flexco, Inc.

(3) Johnsonite

iii) Resilient Stair Treads Standard: ASTM F 2169.

iv) Nosing Style: Round

v) Nosing Height: 2 inches (51 mm)

vi) Thickness: 1/4 inch (6 mm) and tapered to back edge.

vii) Size: Lengths and depths to fit each stair tread in one piece

viii) Risers: Smooth, flat, coved-toe, 7 inches (178 mm) high by length matching treads produced by same manufacturer as treads and recommended by manufacturer for installation with treads.

ix) Thickness: 0.125 inch (3.2 mm)

x) Stringers: Of same thickness as risers, height and length after cutting to fit risers and treads and to cover stair stringers; produced by same manufacturer as treads and recommended by manufacturer for installation with treads.

xi) Colors and Patterns: Contractor will submit on colors after contract award.

b) Resilient Base:

i) Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

(1) Roppe Corporation, USA.

(2) Flexco, Inc.

(3) Johnsonite

ii) Resilient Base Standard: ASTM F 1861.

iii) Material Requirement: Type TS (rubber, vulcanized thermoset) or Type TP

(rubber, thermoplastic).

iv) Style: Cove (base with toe)

v) Minimum Thickness: 0.125 inch (3.2 mm)

vi) Height: 4 inches (102 mm)

vii) Lengths: Cut lengths 48 inches (1219 mm) long or coils in manufacturer's standard length.

viii) Outside Corners: Preformed

ix) Inside Corners: Preformed

x) Finish: To match Roppe Vantage 98.

xi) Colors and Patterns: Contractor will submit on colors after contract award.

c) Door and Frame Specification

i) All door, doorframe, door accessories and hardware will match existing kind.

ii) Doors must be equipped with heavy-duty builders’ (durability grade) hardware, (Building Hardware Manufacturer’s Association [BHMA]) Grade 1 used throughout.

iii) All exterior doorways, and those interior doorways must be modified to prevent removal of their hinge pins or have exterior hinges replaced with Non-removable pin hinges.

iv) Be made of metal clad 14-gauge (.0747 inches) or thicker (13-gauge to 3-gauge). 90 minute fire rating.

v) All double doors must be equipped with a full-length astragal or other sealing mechanism to prevent prying and manipulation or defeat of the locking hardware. Doors employing rim latch hardware and an interior mullion are exempt from this requirement.

vi) All perimeter doors and critical operational area doors must be equipped with a latch guard unless the door/frame design protects the strike from tampering.

Latch guards must fully protect all exposed electric strikes on exterior doors, and interior critical area doors.

vii) Have substantial doorframes in keeping with door construction to match as builts.

viii) Perimeter doors equipped with electronic or electro-mechanical entry systems must be designed to remain locked from the outside (to prevent ingress) during power loss but still allow emergency exit for personnel.

(1) The electronic locking system only applies to the tower base door.

CMC is currently on contract to install and maintain the electronic facility security. The contractor must have a CMC representative on site to reinstall the electronic lock at the Tower Base door.

ix) Unless prohibited by governing life-safety codes, doors designated for emergency exit must be equipped with automatic door closing devices (e.g., pneumatics door closer/hinge), and exiting hardware (e.g., “crash bar”).

x) All door hardware must be able to accept an interchangeable core.

d) Paint Specifications

i) The contractor will follow all manufacturer instructions for properly applying paint.

ii) For exterior doors the contractor will prime with 1 coat of Sherwin Williams

Kem Bond HS oil based primer or an approved equal. The contractor will paint the doors offsite to avoid fumes entering building. The contactor will then place two coats of Sherwin Williams Pro Industrial DTM Acrylic Semi- Gloss (very low VOC) or an approved equal. Color to be dark bronze.

iii) For painting the stairwell walls and door frames throughout the entire stairwell to the cab, the contactor will paint with Benjamin Moore N539 Ultra Spec 500 semi-gloss zero voc or an approved equal to match government furnished material. Color to be Navajo white. The contractor will submit on product used and color.

iv) For painting the wall patches adjacent to the doors the contactor will paint with Benjamin Moore N539 Ultra Spec 500 semi-gloss zero voc or an approved equal to match GFM. Color to match existing. The contractor will submit on product used and color.

v) For painting the guardrails the contractor will paint with Sherwin Williams

Pro Industrial DTM Acrylic (very low VOC) or approved equal.

vi) The contractor must address fume mitigation procedures in the required fume mitigation submittal.

e) Curing and Protection

i) Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures and mechanical injury.

ii) Cure concrete following the recommendations of ACI 301 and 308, "Standard

Practice for Curing Concrete".

f) Patching of Concrete Surfaces

i) Formed Surfaces: Patch all honeycombs and other imperfections immediately after removing forms while concrete is still green, as follows:

1. Finish No. 1 (Concealed Below Grade Concrete): Patch all form tie holes, aggregate pockets, honeycomb and defective areas as required with patching and surfacing compound.

2. Finish No. 2 (Exposed Above Grade Concrete): Patch aggregate pockets honeycomb and other defective areas with patching and surfacing compound, mixing white or normal cement as necessary to match existing surface color as closely as possible.

g) Compaction of Soil Backfills and Fills

i) Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice.

ii) Place backfill and fill soil materials in layers not more than eight (8) inches in loose depth for material compacted by heavy compaction equipment, and not more than four

(4) inches in loose depth for material compacted by hand-operated tampers.

iii) Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure.

h) Operational Risk Avoidance

i) General. This facility provides services to assist in the control of aircraft movement, operates 24 hours a day, 365 days a year, and is vital to the National Airspace System. The building is densely filled with electric and electronic equipment. This facility is secured with locked interior and exterior doors. All work will be performed with the facility in full operation.

ii) Coordination of Work Affecting Operational Systems or Personnel.

Coordinate all work that has any or may have any impact on any operational systems or personnel within the facility through the COR. Cease any work that is adversely impacting the operations of the facility or personnel and immediately repair or restore any portion of the operational system that has been damaged or suffered diminished performance as a result of the Contractor’s activities.

iii) Avoid actions deemed detrimental or increasing risk to the facility’s mission, occupants, or equipment.

iv) Avoid activities that create objectionable noise, release detectable odors, or generate smoke.

3) SCHEDULE OF WORK AND RESTRICTIONS: The ATCT is an operational facility; disruptions to the operation will not be permitted. If the work has become too disruptive, the FAA may require that all work be performed outside of normal working hours with no additional compensation to the contractor. Work hours vary by location as follows:

a. Monday through Friday 07:00 AM to 05:00 PM for hallway /common areas.

b. Monday through Friday 11:00 PM to 05:00 AM for all operational areas (ATCT CAB), or as otherwise coordinated with local FAA personnel.

c. The below list of work is expected to be done at night due to operational requirements:

i. All work that takes place from the 5th floor up to the cab must be done at night.

4) COORDINATION: All contacts between the contractor and the FAA must be coordinated through the Contracting Officer (CO) or the Contracting Officer's Representative (COR).

5) DISPOSAL/CLEANUP: Provide for legal disposal of all removed materials and waste off site. Each day, the contractor will remove all rubbish, dirt, and debris as it accumulates during the process of work. At completion of the work, all areas will be cleaned and all obstructions and surplus material will be removed. The contractor will not accumulate materials throughout the ATCT stairwell with would impede ingress or egress in any way. The contractor provided dumpster must be covered.

6) INGRESS AND EGRESS TO WORK AREAS: Ingress and egress to the work areas will be as directed by the COR and approved schedule. Security precautions against unauthorized facility entrance will be maintained. The contractor is required to have a FAA escort while on FAA property.

7) BARRIERS & ENCLOSURES: Furnish, erect, and maintain all barricades, warning signs and markings for hazards necessary to protect the public and the work. When used during periods of darkness, such barricades, warning signs and hazard markings will be suitably illuminated.

8) CONTRACTOR'S LIABILITY: Damage to the existing facility or equipment must be reported to the FAA representative without delay. The contractor will be responsible for repairing or having repaired all damaged areas to the facility or equipment directly caused by contractor related work. All repairs will be accomplished, without delay, at the contractor's expense to the satisfaction of the COR. After notice to proceed and prior to the commencement of construction, the contractor and the COR will conduct joint inspections of the existing areas affected by the construction. Damage or defects will be noted and will be used as the basis for determination of damages caused by the contractor's operations.

9) PRE-CONSTRUCTION MEETING: The contractor will attend a pre-construction meeting prior to start of work.

10)CONTRACTOR'S WARRANTY: The contractor will guarantee all materials and workmanship under this contract against defects or incorrect installation for a period of one year from the date of the Government acceptance of work. Repair or replacement of any defective materials, correction of faulty workmanship, or correction of any item not in accordance with the manufacturer's specifications or directions and these specifications will be made at the contractor's expense.

11)ENVIRONMENTAL HAZARDS: If material that is not indicated in the contract documents is encountered that may be dangerous to human health upon disturbance during construction operations, stop that portion of work and notify the COR immediately. Intent is to identify materials such as PCB, lead based paint, mercury, petroleum products, and friable and non-friable asbestos. Within 14 calendar days, the FAA will determine if the material is hazardous. If the material is not hazardous or poses no danger, the FAA will direct the Contractor to proceed without change. If the material is hazardous and handling of the material is necessary to accomplish the work, the FAA will issue a modification pursuant of “FAR 52.243-4, Changes” and “FAR 52.236-2, Differing Site Conditions”.

12) COMPLETE INSTALLATION: Contractor must provide all labor, materials and equipment necessary to complete the project.

13) INSPECTION: Submit a written request for inspection for Substantial Completion, also referred to as the Contractor Acceptance Inspection (CAI). On receipt of request, COR will either schedule the inspection within fourteen (14) days or notify Contractor of unfulfilled requirements. COR will prepare the Certificate of Substantial Completion after the inspection or will notify Contractor of items, either on Contractor's list or additional items identified by COR, that must be completed or corrected before certificate will be issued. COR will also provide a punch list that will form the basis of requirements for Final Completion.

14) PROJECT CLOSEOUT: Contractor will request final inspection prior to contract completion date. Before requesting final inspection for determining date of Final Completion, complete the following:

a) Submit a Final Application for Payment.

b) Submit certified copy of COR's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by COR. The certified copy of the list must state that each item has been completed or otherwise resolved for acceptance.

c) Submit specific warranties, final certifications, and similar documents.

d) Perform final cleanup.

15) TASK ORDER SUBMITTALS

a) Contractor will provide the following minimum submittals for FAA review and approval:

i) Smell and Fume Mitigation Plan

ii) Stairway materials

(1) Stairway rubber tread

(2) Stairway rubber cove riser

(3) Stairway rubber wall base

(4) Stairway landing rubber flooring

(5) Adhesive

iii) Door frames, doors, hardware and associated accessories

iv) Corrosive Neutralizer (Skyco Ospho Neutralizer or approved equal)

v) Oil based primer

vi) Top coat paint

vii) Sealant

viii) Smoke Room Flooring

ix) Boiler Room Epoxy Flooring

x) Excavation Plan (PIV Valve Replacement)

xi) PIV Valve

xii) Additional submittals may be required per the contract documents.

b) Contractor will provide all submittals within 15 days of contract award.

16) SCHEDULE / PERIOD OF PERFORMANCE

a) Contractor will submit, and keep up to date, a schedule that is continuous and efficient.

b) Project must be completed within 45 days from Notice to Proceed.

c) Due to the anticipation of inclement weather, the Notice to Proceed will not be issued on this project until on or after April 15, 2024.

17) CONTACTS

The following is a list of primary contacts involved in the execution of this task order:

John West Joseph Reynolds FAA Civil/Project Engineer FAA Civil/Project Engineer AJW-2E15A Nashua TSC

(603) 689-8300 (978) 886-1274

18) ATTACHMENTS

• BGR Site Plan

• BGR As-built Drawings

• BGR Site Photos

John West Oval

John West Line

John West Typewritten Text

TOWER BASE DOOR

AND PIV LOCATION

John West Oval

John West Line

John West Typewritten Text

RADAR ROOM DOOR

John West Oval

John West Line

John West Oval

John West Line

John West Text Box

EG ROOM DOOR 2

John West Text Box

EG ROOM DOOR 1

John West Oval

John West Line

John West Text Box

WEATHER ROOM DOOR

John West Text Box

CONTRACTOR ENTRANCE

John West Line

John West Text Box

John West Line

John West Typewritten Text

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3 OFFICE ®

4 AUS ®

CR1 CORRIDOR ® #1

TRACON

5 ® MANAGER

6 OFFICE ®

7 OFFICE ®

CR2 CORRIDOR ®tt2

1 6 BOILER ROOM -

1 7 OFF I CE -

1 8 SWITCHGEAR -

1 9 CLOSET @

20 VENOING -

BREAK ROOM

21 (SMOKING -

ROOM)

CR3 CORRIDOR -

#3

22 STORAGE @

G01 ELEVATOR -

LOBBY

S02 STAIR -

CO2 STAIR -

SUPERSEDES DWG:

REV NO:

ROOM FINISH SCHEDULE

NEW CARPET

TYPE W/COVE BASE

BROADLOOM CARPET

SEE SPEC'S

BROADLOOM CARPET

SEE SPEC'S

BROADLOOM CARPET

SEE SPEC'S

BROADLOOM CARPET

SEE SPEC'S

BROADLOOM CARPET

SEE SPEC'S

BROADLOOM CARPET

W/PAD

BROADLOOM CARPET

SEE SPEC'S

BROAOLOOM CARPET

SEE SPEC'S

BROADLOOM CARPET

SEE SPEC'S

BROADLOOM CARPET

SEE SPEC'S

CARPET TILE STATIC

CONTROL UTP

CARPET TILE STATIC

CONTROL UTP

CARPET TILE STATIC

CONTROL UTP

CARPET TILE STATIC

CONTROL UTP

LEGEND

WALLS

1 2 p p p p p p p p

3 4 p p p p p p p p

DOORS &

FRAME

PAINT, INSTALL

THRESHOLD

p p p p p p p p p p p p p p p p p p p p

REMARKS

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

PREPARE FLOOR FOR

CARPET INSTALLATION

@CARPET REPLACEMENT (ROOMS) AREA

CARPET 2060 SD FT

229 SO YARD

® PAINTING OF DOORS AND FRAMES/THRESHOLDS

0 AS PROPOSED

BUILDING

z -a ...J - ::J ro z u « a:>-a:

UJ

3' f--u f--

ZJB

REV. LTR. REVISION DESCRIPTION UPDATED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

NEW ENGLAND REGION BURLINGTON. MA

BANGOR, ME

BANGOR INTERNATIONAL AIRPORT

AIRPORT TRAFFIC CONTROL TOWER <ATCT)

JUNCTION LEVEL AND GROUND LEVEL PLAN

FLOOR PLANS AND ROOM FINISH SCHEDULE

RE�IE'1J BY

SUBMITTED BY

1(, �'6/1,, J . ME RV A

REVIEWED BY APPROVED BY

W, RISSO

DESIGNED BY ISSUED BY

JM

DATE- 07-22-99

REV

REV DATE: / / REV 6000-2: CAEG PARENT 1.0.

l------'----------'---------1 ccDR-AW-N�B-Y ---, BGR

ANI-130

DRAWING NO.

0 CAEG FILENAME: BGR27537001C.DGN ZJB NE-0-27537-001/C

DIMENSIONS:

38'X20'

DIMENSIONS:

14'X8'

Photo 1: Engine Generator Double Door 1

Photo 2: Engine Generator Double Door 2

Photo 3: Engine Generator Single Door 1

Photo 4: Engine Generator Single Door 2

Photo 5: Radar Room Door

Photo 6: Tower Base Door 1

Photo 7: Tower Base Door 2

Photo 8: Weather Room Door

Photo 9: Weather Room Door 2

Photo 10: PIV Replacement 1

Photo 11: PIV Replacement 2

Photo 12: 5th Floor Stairwell

BGR ATCT Landings