ATTACHMENT A_1753984 Final ET Scope of Work Package.pdf

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

BETWEEN SECOND AND THIRD FLOOR

NAS OCEANA, VIRGINIA BEACH, VIRGINIA

SCOPE OF WORK 8 July 2025 Page 1 of 30

***UNCLASSIFIED***

BUILDING 536

REPAIR 4” CAST IRON CROSS

At the

Naval Air Station Oceana, Virginia Beach, Virginia

PREPARED BY:

NAVFAC MID-ATLANTIC, PWD OCEANA, FEAD PM&E PRA21B2/21B3,

NAS Oceana, 953 Hornet Drive, Building 820, Suite 210

Virginia Beach, Virginia 23460-2197

PREPARER(S):

FEAD Architect: Alok Anil, R.A.

FEAD Mechanical Engineer: Robert D. Lamb FEAD Electrical Engineer: Christopher T. Olwin, P.E.

APPROVED BY:

Facilities Management Division Director: Felix A. Pessig, Acting

PRA211/PRA214 Design Department Branch Head:

Submitted By: Christopher B. Morris, P.E. Date: 09 JULY 2025

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 2 of 30

1. POINTS OF CONTACT:

FEAD Contracting Officer: Tanya Corcoran, (757) 433-2668 FEAD Contract Specialist in charge: TBD FEAD DM/Mechanical Engineer: Robert D. Lamb, (757) 433-2840 Facility Maintenance Specialist (FMS): Sokol Muhametaj, (757) 433-5400 Activity POC (if applicable): N/A

2. GENERAL:

2.1 The Contractor must provide supervision, labor, material and equipment required to perform all work for the following project: Repair of sanitary system plumbing piping serving the second and third floor toilet rooms located in the central core portion of Building 536 at NAS Oceana. All work must be done in a manner to provide a complete, usable and finished end product. The IT equipment and furnishings located in the Emergency Operations Center/Room (located on the third floor outside of the two toilet rooms) shall be removed by the Oceana Emergency Center and UH staff collectively prior to start of work. Furnishings located in the TV/Lounge Room (located on the second floor outside the toilet rooms) shall be removed by the UH staff. Provide all materials and labor for protection of existing flooring and wall finishes which are to remain. Where existing construction (i.e. floors, walls etc.) is damaged by construction required by these documents, repair the damaged item(s) with materials to match the adjacent material, texture and color. See paragraph “7. WORK REQUIREMENTS” for an expanded and detailed scope of work.

2.2 The Contractor must comply with the requirements of the most current Contract as prescribed by the Contracting Officer for use on this contract.

2.3 A Pre-Proposal site meeting must be held at the project site to review and discuss the scope of work and assess existing field conditions, prior to Award of this Task Order. The Contractor and his key personnel involved with the project must attend with the Government. Coordinate/schedule the date and time with the Contracting Officer’s approval.

2.4 Existing select reference drawing’s will be provided in PART 8, ATTACHMENTS. A complete set of reference drawings are available and will be available for issue through DOD Safe to all bidders upon request during the bid proposal process. Reference drawings must be used for informational purposes only and may not accurately reflect current as-built conditions. The Contractor must not solely rely on the reference drawings to determine existing conditions, but must field verify all existing conditions pertinent to the project.

2.5 All work must be performed in accordance with, but not limited to, standard industry practices, applicable local, state and federal codes, laws and regulations, and the Unified Facilities Criteria (UFC’s).

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 3 of 30

2.6 FOR PROJECTS INVOLVING LESS THAN 10,000 SQUARE FEET OF LAND DISTURBANCE, OR

WHEN NO LAND DISTURBANCE PROPOSED BUT POTENTIAL FOR STORMWATER

POLLUTION STILL PRESENT (I.E. Painting, Service Connections, Minor building renovations, hazardous material abatement etc.): The contractor must utilize best management practices to ensure materials (Paints, Solvents, Petroleum Products, Trash, Sediment...Etc.) associated with this activity do NOT become a pollutant in storm water runoff. The Contractor must keep a spill kit on hand in case of any equipment failure, hydraulic line break, etc. if heavy equipment will be used for this project. No discharges to the sanitary sewer system, storm system or surface waters are permitted without prior coordination with, and approval from the Water Program Manager! Concrete mixing and/or pouring must be done in a way to prevent entry to storm water conveyances or surface waters. Notify NAVFAC EV-Environmental immediately of any spills (anything other than storm water) to the storm system as well as any spills to any sewer system since notifications will need to be made to the regulatory authorities within 24 hours of discovery.

2.7 Supervision: Have a Supervisor fluent in English on the job site during working hours at all times.

The Supervisor must be a United States Citizen or a Documented Legal Resident of the United States of America.

2.8 Accessibility: Work must be in compliance with the Architectural Barriers Act and Accessibility Guidelines (ABAAG) dated July 23, 2004 edition, or most current ABA Accessibility Standards as required by “UFC 1-200-01 General Building Guidelines”.

3. SPECIAL SCHEDULING REQUIREMENTS/WORK PROCEDURES:

3.1 The project Contract Completion Date (CCD) must be 270 calendar days from Award of this Task

Order.

3.2 The existing adjacent spaces on the second and third floors in the area of work, must remain occupied and in operation during the entirety of this project. Existing and adjacent spaces to remain in operation during construction must be protected from damage, dust, and debris at all times.

Damage to any existing spaces, finishes, items, furniture and equipment, as a result of the Contractor’s operations, must be replaced in-kind by the Contractor at no expense to the Government.

3.3 Pre-Outage Coordination Meeting:

Apply for utility outages at least 15 days in advance to the Contracting Officer. As a minimum, the request must include the location of outage, utilities being affected, duration of outage and any necessary sketches. Any/all utility outage requests must be approved by the Contracting Officer prior to starting the work. Once approved, and prior to beginning work on the utility system requiring shut down, attend a pre-outage coordination meeting with the Contracting Officer to review scope of work and the lock-out/tag-out procedures for worker protection. No work will be performed on energized electrical circuits unless proof is provided that no other means exist.

3.4 Control of Hazardous Energy (Lock-out/Tag-out):

Provide and operate a Hazardous Energy Control Program (HECP) in accordance with EM 385-1-1 Section 12, 29 CFR 1910.333, 29 CFR 1915.89, and paragraph HAZARDOUS ENERGY CONTROL

PROGRAM (HECP).

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 4 of 30

3.5 Continuity of Fire Protection:

The Contractor must coordinate all work related to the Fire Protection System with the Contracting Officer, Base Fire Department and local installation Alarm Center. During disconnection and demolition work as stated in Paragraph section 7. WORK REQUIREMENTS, there must be no loss of alarm transmitting or receiving capability. If temporary interruption of individual alarm connections will have to occur in order to perform the work, it must be minimized and must be approved by the Contracting Officer and Base Fire Department prior to work being performed. Interruption of alarm or communications functions at the fire alarm watch office is prohibited.

3.5.1 The Contractor must be responsible to engage and coordinate ALL required Fire Protection related outages with the “existing NASO fire protection maintenance contractor”. The successful bid must include all associated costs and fees incurred by the “existing NASO fire protection maintenance contractor” to perform all required Fire Protection related outages for the project.

3.6 In general terms, demolition work and the use of word “demolish”, must include the removal and effective management and disposal of existing construction and or structures. Contractor must take care to prevent damage to existing utilities and construction that are not scheduled for demolition. If damage occurs, the Contractor must make repairs, or replacement with new, to the satisfaction of the Contracting Officer and at no cost to the Government. Selling of demolished or salvaged materials and equipment on government properties is prohibited.

3.7 Work Hours: The Contractor’s normal working hours must be between 0700 to 1630, Monday through Friday, excluding Federal Holidays and other days specifically designated by the Contracting Officer. Advance approval from the Contracting Officer is required for contractor personnel to work outside of normal working hours. Any/all Contractor’s requests to work outside of normal working hours must be given to the Contracting Officer in a form of a written request, occurring no less than 5 calendar days prior to such work, to allow for appropriate approvals and inspections process. The written request must include as a minimum, the specific dates, hours, location, type of work performed, and contract personnel performing the work. Based on the written request, the Contracting Officer, at his discretion, may approve or disapprove the work outside of normal working hours.

3.8 Access to construction work areas must be limited to the Contractor’s personnel, or other approved personnel as designated by the Contracting Officer. Construction work areas must have complete and secure separation from adjacent occupied areas, as approved and directed by the Contracting Officer and Activity’s Security Officer.

3.9 Passes and Badges: All Contractor employees, including subcontractors, and subcontractors’ employees, suppliers, and suppliers’ employees must be required to comply with the Installation Security Requirements regarding personnel, vehicle, equipment, security passes/badges and access to the jobsite. Nothing in the contract must be construed in any way to limit the authority of the Commanding Officer to prescribe new, or to enforce existing security regulations governing the admission or exclusion of persons and the conduct of persons while aboard the station, including but not limited to, the rights of search of all persons or vehicles aboard the station. All Contractor employees/subcontractors must have current and valid government issued Contractor Base Access Passes and Badges, in order to perform work under this contract.

Coordinate with the Contracting Officer for other specific security and access requirements.

a) Access to Buildings/ Occupied Buildings: The Contractor may work in or around existing occupied buildings. It must be the Contractor’s responsibility, through the Contracting Officer, to obtain access to building and facilities and arrange for them to be opened and closed. Do not enter the building(s) without prior approval of the Contracting Officer.

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 5 of 30

b) The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security. Contract personnel will not be permitted in security-regulated buildings or areas unless cleared by the Security Officer.

c) Passes and Badges: Contractor employees and representatives performing work under this contract are required to be either United States Citizens or Documented Legal Residents, status of which, MUST be verified/confirmed by the Prime Contractor. All Contractor employees must obtain the required employee and vehicle passes/badges. Each employee must wear the government issued badge, AT ALL TIMES, over the front of the outer clothing for awareness and visibility.

Failure to obtain government issued security and base access passes/badges must result in the revocation of the Prime Contractor’s Base Access Contractor Passes/Badges, at the sole discretion of the Contracting Officer and/or the Installation Security Officer. The Prime Contractor is totally responsible to instruct/verify/confirm that all employees and subcontractors obtain valid/approved government issued passes and badges. Any work stoppage or work delays caused by the Contractor/Subcontractor’s failure to comply with obtaining appropriate passes/badges or other Security compliance must not be a cause for contract performance time extension. The Contractor must be responsible for immediately turning in all terminated employee’s badges to the Pass and ID issuing office.

3.10 The Contractor must provide detour signage for redirection of occupants during the entirety of construction.

3.11 To minimize downtime for the area, construction activities may not start until the Contractor provides confirmation of receipt of all new products and materials necessary to complete the work, prior to start of construction.

3.12 See the attached Navy Region Mid-Atlantic Environmental Checklist in Part 8-Attachments. Comply with any applicable Comments/Requirements in the “ADDITIONAL REQUIREMENTS OR EV

PROGRAM MANAGER COMMENTS”.

4. SAFETY:

4.1 The contractor must comply with the most current edition version of EM-385-1-1 and OSHA CFR

1926. Where differences occur between the two references the more stringent criteria of the two must apply.

4.2 The Contractor must submit the Accident Prevention Plan (APP) and Activity Hazard Analysis (AHA) plan for approval by the Contracting Officer. Submit within 3 days from issuance of this Task Order, and obtain approval prior to start of any construction activities.

4.3 The Contractor must coordinate personnel egress and life safety of existing occupants with the

Contracting Officer.

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 6 of 30

5. HAZARDOUS MATERIALS DISCLOSURE STATEMENT(S):

GENERAL HAZMAT STATEMENT: Contractor shall comply with all USEPA and OSHA laws and regulations, along with all other federal, state, and local laws and regulations. Where differences occur, the most stringent application shall apply.

5.1 Asbestos and Lead test reports are not available for Building 536 prior to issuance of this Task Order.

Since the building was built after 1985 timeframe, (actual 1984), it is not anticipated that any hazardous materials are present within the area of work. The Contractor must avoid disturbing any hazardous materials to the fullest extent possible while being able to accomplish the work. If hazardous materials are encountered and disturbed, the Contractor must adhere to the requirements as stated in the subsequent paragraphs below.

5.2 For repair, remodeling, or minor construction and demolition, the Contractor may be required to work in areas that have, but not limited to, flooring, walls, ceilings, insulation, roofing materials and paints etc. etc., that may have asbestos or lead paints, or PCB and/or other hazardous materials requiring abatement and/or management according to applicable National and Local Environmental Protection laws and regulations. For work in soil excavation and other exterior construction etc., the Contractor may be required to work with contaminated material involving abatement or management of these contaminated materials. However, if during the performance of the work the Contractor encounters hazardous substances not known prior to issuance of this Task Order; the Contractor must immediately stop work and inform the Contracting Officer for direction. In no instance must the Contractor perform the work involving the hazardous material without notifying and receiving approval from the Contracting Officer for direction.

5.1.1 Asbestos Containing Materials (For projects that require disturbance or removal): Asbestos containing materials must be removed, transported and managed in accordance with the following regulations: 29 CFR 1926.1101, and 40 CFR 61-Subpart M.

Category I & II Nonfriable Asbestos: Disturbance, demolition/removal of Category I & II nonfriable asbestos containing materials (approved to be left in place during the work) must be performed in accordance with 40 CFR 61-Subpart M.

5.1.2 Paint Containing Lead, Cadmium and Chromium (For projects that require disturbance or removal): Work which requires the disturbance or removal of paint that has been determined to contain all or any of the following: lead, cadmium and chromium, must be performed in accordance with 29 CFR 1926.62, 29 CFR 1926.1126 and 29 CFR 1926.1127.

5.1.3 Other Hazardous Materials (For projects that require disturbance or removal): Work which requires the disturbance or removal of any of the following: mercury and LLR Components, and PCB’s, must be performed in accordance with 29 CFR 1910.1000, 10 CFR 20, 40 CFR 273, and

40 CFR 761.

5.2 Hazardous Materials Reports: In the event that work involves hazardous materials, provide the following reports:

5.2.1 Daily Reports: Notify the Contracting Officer of work involving hazardous materials abatement and removal, including quantities involved, on daily reports.

5.2.2 Hazardous Material Inventory Report: The Contractor must provide a list of all hazardous materials used on the site.

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 7 of 30

6. SUBMITTALS:

6.1 The Contractor must submit the following for government approval, prior to the start of any construction activities:

6.1.1 Manufacturer’s Product Data: Submit manufacturer’s written detailed product data cut sheets, with instructions for installation, adjustment, cleaning and maintenance instructions for the following:

• Waste and vent piping and fittings.

• Urinal mounting plates.

• Domestic cold and hot water pipe and fittings including supply risers, angle stop valves and escutcheons.

• Lavatory faucet sets, P-Traps, grid strainers and tailpieces.

• Domestic water pipe insulation.

6.1.2 Testing Data: DWV and potable water testing methods and results.

6.1.3 Submit all indicated submittals for government approval indicated in each of the respective specification sections in accordance with Section 01 33 00.

7. WORK REQUIREMENTS:

7.1 SECOND AND THIRD FLOOR MENS AND WOMENS TOILET ROOMS

7.2 Architectural Demolition at 2nd and 3rd floor toilet rooms:

1. Demolish and dispose existing masonry shaft wall and nib walls.

2. Demolish and dispose of existing mirrors

3. Demolish and dispose of existing lavatory countertop and backsplash.

4. Demolish and dispose of existing toilet partitions.

5. Demolish and dispose existing suspended acoustical ceiling and ceiling grid.

6. Demolish and dispose existing suspended gypsum board ceiling at toilet vestibule (see attached drawings for extent).

7. Demolish and dispose existing tile floor finish and base from both toilets and vestibule.

8. Demolish and dispose of existing front doors of all toilets. Salvage existing door signage to be reinstalled on new doors.

9. Salvage all other accessories (paper towel dispenser, toilet paper dispenser, waste receptacles etc. to be reinstalled.

Refer to sheet AD101 for additional information.

7.3 Architectural New Work at 2nd and 3rd floor toilet rooms:

1. Provide gypsum shaft wall from floor to underside of floor above with 20 gauge 2 ½” C-H metal stud with 1” core board and 2-layers of cement board.

2. Provide nib walls – 2 ½” 20 Ga. Metal stud with one layer of 5/8” water/ mold resistant gypsum board. Wall (2) – 5’-0” high above floor. Wall (3) – from floor to underside of floor above.

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 8 of 30

3. Provide 6”x6” floor tiles and base to match existing with epoxy grout. Provide aluminum transition strip between tile and carpet at vestibule.

4. Provide ceramic tiles on shaft wall from floor to underside of suspended ceiling. Provide accent ceramic tile band of two tiles at 56 inches above floor.

5. Provide new solid surface counter and splash back with integrated lavatory. Coordinate with new faucets to be installed.

6. Provide solid phenolic core toilet partition with door with stainless steel hinges, latch and coat hook.

7. Re-install existing salvaged toilet accessories (toilet paper holder, paper towel dispenser, trash receptacles, soap dispenser etc.).

8. Provide and install full height mirror above lavatory counter with light fixture.

9. Patch and repair all walls to receive 3-coats of latex epoxy semi-gloss paint. Apply one coat of primer and two coat of finish paint. Color to be selected by Government (Men, Women & Vestibule).

10. Provide and install new hollow metal doors with integral 16” x 10” louver in existing frames.

Paint all doors to match existing including frames.

11. Provide and install 2’x2’ moisture resistant ACT system in toilet rooms.

12. Provide a gypsum board ceiling system in the vestibules.

13. Provide removable Eggcrate Grille and Frame ceiling – Cell Size – 1 inch square by 1 inch depth. Stainless steel satin finish No. 4. Full face frame:1-inch by 3/4-inch by 3/16-inch cross-section angle, back side of one angle leg welded to edge of grille at crosspieces, 3/4-inch face frame. Field measure size of Eggcrate grille as per requirements of filter change area of fan coil unit.

7.4 Mechanical Demolition at 2nd and 3rd floors toilet rooms:

1. Remove and dispose of existing ceiling mounted12”x12” transfer grilles located in the vestibule outside of the Men’s and Women’s toilet rooms.

2. Remove and dispose of existing ceiling mounted 8”x8” exhaust air grille located in the Men’s and Women’s toilet rooms.

3. Remove and dispose of existing12”x12” ceiling access door located only in the third floor vestibule outside of the Men’s and Women’s toilet rooms.

7.5 Mechanical New Work at 2nd and 3rd floor toilet rooms:

1. Install new ceiling mounted12”x12” transfer grilles located in the vestibule outside of the Men’s and Women’s toilet rooms.

2. Install new ceiling mounted 8”x8” exhaust air grille located in the Men’s and Women’s toilet rooms.

3. Provide approximately 2 lineal feet of 1 inch thick fiberglass insulation on uninsulated 1-1/4 inch diameter copper chilled water piping located above the 12”x12” access door on the third floor vestibule outside of the Men’s and Women’s toilet rooms.

4. Provide insulation box on existing balance valve.

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 9 of 30

7.6 Plumbing Demolition at 2nd and 3rd floor toilet rooms:

1. Remove and save in undamaged condition for reinstallation floor mounted back outlet flush tank type water closets including seats.

2. Remove and save in undamaged condition for reinstallation wall mounted flush valve urinals including flush valve. Demolish existing mounting plate/carrier.

3. Demolish and dispose of existing lavatory countertop with integral sink and faucet set.

4. Existing domestic cold and hot water supply piping shall remain for reuse.

7.7 Plumbing new Work at 2nd and 3rd floor toilet rooms:

1. Reinstall floor mounted back outlet flush tank type water closets including seats in same approximate location as existing. Provide new outlet gaskets, water closet angle stop valves, risers and escutcheons.

2. Reinstall wall mounted flush valve urinals including flush valve in same approximate location as existing. Provide new wall-mount plates. Coordinate mounting location wand provide blocking/reinforcement in wall with general contractor.

3. Provide new commercial grade two handle centerset lavatory faucet set with flowrate of 0.5 gpm and aerator and perforated grid strainer for new solid surface counter and splash back with integrated lavatory.

4. 4. Provide new angle stop valves, risers, escutcheons and P-traps and tail pieces for new solid surface counter and splash back with integrated lavatory.

All existing reinstalled fixtures and flush valves shall be thoroughly cleaned prior to reinstallation.

7.8 Demolish portions of the existing drain, waste and vent (DWV) piping serving the four toilet rooms as indicated on Sheet P-601 entitled Toilet Sanitary Piping Isometric Diagram. Demolish rough-in piping for second floor and third fixtures to accommodate the new metal stud wall construction.

7.9 Provide new drain, waste and vent (DWV) piping serving the four toilet rooms as indicated on Sheet P-601 entitled Toilet Sanitary Piping Isometric Diagram. Provide new rough-in piping for second and third floor fixtures. Provide blocking in stud walls to provide support for the urinals.

7.10 Provide new domestic cold and hot water piping and fittings to accommodate reinstallation of existing plumbing fixtures.

7.11 Electrical Demolition at 2nd and 3rd floor toilet rooms:

1. Remove and dispose of ceiling recessed compact fluorescent lighting fixtures in the lay-in ceiling and wall mounted compact fluorescent lighting fixtures located above the lavatories.

Existing conductors shall remain to serve the new lighting fixtures. Remove and dispose of ceiling mounted ultrasonic occupancy motion sensor and associated conductors back to power connection/source and terminate.

2. Remove and dispose of ceiling recessed compact fluorescent lighting fixtures located in the gyp board vestibule ceiling outside of the restrooms. Existing conductors shall remain to serve the new lighting fixtures.

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

NAS OCEANA, VIRGINIA BEACH, VIRGINIA

SCOPE OF WORK 9 July 2025 Page 10 of 31

7.12 Electrical New Work at 2nd and 3rd floor toilet rooms:

1. Provide and install new ceiling recessed LED lighting fixtures in the lay-in ceiling and new wall mounted LED lighting fixtures located above the lavatories. Connect new LED lighting fixtures to existing lighting circuits.

2. Provide and install new ceiling recessed LED lighting fixtures located in the gyp board vestibule ceiling outside of the restrooms. Connect new LED lighting fixtures to existing lighting circuits.

7.13 All information here-in is for reference only. The Contractor must FIELD VERIFY all existing conditions, prior to fabrication and placing orders for any new items/equipment.

7.14 The contractor must dispose of all existing demolished/removed materials off base and will completely clean up job site after work is performed. Maintain daily site clean-up at the end of every workday during the entirety of the construction period, to prevent any hazard potential. Disposal must be in accordance with all existing Local, State, Federal and NAVFAC MIDLANT EV rules and regulations.

7.15 All plumbing systems piping shall be tested with either water or air. The plumbing work shall remain uncovered and unconcealed until it can be visually inspected and passes testing. Testing and visual inspections shall be witnessed by NAS Oceana PWD Facilities Maintenance and Shops Plumbing supervisor Mr. Pat Dinini, 757-433-5070.

7.16 The potable water systems shall be purged of deleterious matter and disinfected prior to utilization. The potable piping system shall be flushed with clean, potable water until dirty water does not appear at the points of outlet. The system or part thereof shall be filled with a water/chlorine solution containing at least 200 parts per million (200 mg/L) of chlorine and allowed to stand for 3 hours. Following the standing time, the system shall be flushed with clean potable water until the chlorine is purged from the system.

7.17 Refer to Project Specifications attached under a separate cover for additional contract requirements.

8. ATTACHMENTS (following the Scope of Work):

8.1 Location Map.

8.2 Photographs.

8.3 Equipment Inventory Form.

8.4 1984 Record Drawings.

8.5 1994 Record Drawings.

8.6 Architectural, Electrical and Plumbing Drawings AD101, A-101, E-001 and P-601.

8.7 Project Specifications (Provided under separate cover)

8.8 Environmental Checklist (Provided under separate cover)

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 11 of 30

8.1 LOCATION MAP

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 12 of 30

8.2 PHOTOGRAPHS

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 13 of 30

SECOND FLOOR MEN’S TOILET ROOM

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 14 of 30

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 15 of 30

SECOND FLOOR WOMEN’S TOILET ROOM

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 16 of 30

SECOND FLOOR WOMEN’S TOILET ROOM

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 17 of 30

THIRD FLOOR MEN’S TOILET ROOM

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 18 of 30

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 19 of 30

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 20 of 30

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 21 of 30

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 22 of 30

THIRD FLOOR WOMEN’S TOILET ROOM

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 23 of 30

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 24 of 30

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 25 of 30

8.3 EQUIPMENT INVENTORY FORM

DESCRIPTION:

MANUFACTURER:

MODEL NUMBER:

SERIAL NUMBER:

REFRIGERANT TYPE (IF APPLICABLE):

REFRIGERANT CAPACITY (IF APPLICABLE):

HEATING EQUIPMENT FUEL TYPE (IF APPLICABLE):

HEATING EQUIPMENT INPUT RATING IN BTU/HR (IF APPLICABLE):

ADD TO INVENTORY:

ASSET#

DATE REQUESTED:

REQUESTOR: (PLEASE PRINT)

SIGNATURE:

DATE ADDED TO/REMOVED FROM INVENTORY:

INVENTORY CHANGE BY:

SIGNATURE:

ONCE PROCESSED SIGN AND RETURN TO REQUESTOR.

EQUIPMENT INVENTORY FORM

BUILDING:

LOCATION:

CHECK ONE

REMOVE FROM INVENTORY:

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 26 of 30

8.4 1984 RECORD DRAWINGS

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 27 of 30

8.5 1994 RECORD DRAWINGS

8.5 1994 RECORD DRAWINGS

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 28 of 30

8.6 ARCHITECTURAL, ELECTRICAL AND PLUMBING DRAWINGS

AD101, A-101, E-001 AND P-601

STORAGE

HALL

HALL

MEN

VEST

WOMEN

ELEVATOR

STAIR

BREEZE WAY

4 5

4 5

2ND FLOOR

TV LOUNGE

3RD FLOOR

EMERGENCY

OPPERATIONS CENTER

MEN

WOMEN

STORAGE

HALL

HALL

VEST

ELEVATOR

STAIR

BREEZE WAY

EXTENT OF GYP BD.

CEILING DEMOLITION

2ND FLOOR

TV LOUNGE

3RD FLOOR

EMERGENCY

OPPERATIONS CENTER

F

F

EXISITNG

SPRINKLER HEAD

TO REMAIN (TYP)

SCALE: 1/4" = 1'-0"

A1

2ND & 3RD FLOORS DEMOLITION PLAN

SCALE: 1/4" = 1'-0"

A3

2ND & 3RD FLOORS DEMOLITION CEILING PLAN

1 DEMOLISH EXISTING 6" CMU SHAFT WALL COMPLETE.

2 DEMOLISH EXISTING GYP BD. NIB WALL FROM FLOOR TO

CEILING.

3 DEMOLISH EXISTING TOILET PARTITION.

4 DEMOLISH EXISTING TILE FLOOR, BASE AND MARBLE

TRANSITION.

5 REMOVE AND SALVAGE EXISTING WATER CLOSET, URINAL

AND TOILET ACCESSORIES (TOILET PAPER HOLDER,

PAPER TOWEL DISPENSER & TRASH RECEPTACLE, ETC.)

TO BE REINSTALLED.

6 DEMOLISH EXISTING DOOR. DOOR FRAME TO REMAIN.

SALVAGE DOOR SIGNAGE TO BE REINSTALLED.

7 DEMOLISH EXISTING MIRROR AND MIRROR LIGHT FIXTURE.

8 DEMOLISH EXISTING LAVATORY, COUNTER AND BACK

SPLASH.

9 DEMOLISH EXISTING ACOUSTICAL CEILING TILES AND

GRID.

10 DEMOLISH EXISTING GYP BD. CEILING AT TOILET

VESTIBULE.

11 DEMOLISH EXISTING CEILING MOUNTED LIGHT FIXTURES.

12 DEMOLISH EXISTING TRANSFER GRILLE.

13 SPRINKLER HEADS AND FIRE ALARM DEVICES TO REMAIN

ACTIVE DURING CONSTRUCTION. COORDINATE WITH

CONSTRUCTION MANAGER AND ACTIVITY.

14 DEMOLISH EXISTING EXHAUST GRILLE.

15 EXISTING WALL MOUNTED FIRE ALARM STROBE TO

REMAIN AND REMAIN ACTIVE DURING CONSTRUCTION.

16 DEMOLISH EXISTING ULTRASONIC CEILING MOUNTED

OCCUPANCY MOTION SENSOR.

17 DEMOLISH EXISTING ACCESS DOOR.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

S O

C E

A N

A

V

IR

G

IN

IA

B

E A

C H

V

A

AS NOTED

/1

/2

:2

:5

P

M

C R e v it L o c a l F ile s \B

-1

-A

-R jo h a n

.s ta d le r.

rv t

AD101

D E

M O

L

IT

IO

N

P L A

N S

CBM

12927075

AA JS

05/12/2025

B U

IL

D

IN

G

CBM/RDL

1753984

V

IR

G

IN

IA

B

E A

C H

V

IR

G

IN

IA

N A

V A

L A

IR

S

T A

T

IO

N O

C E

A N

A

HSDC

CBM

P W

D O

C E

A N

A

A D

R E

P A

IR

I N

C H

C A

S T

I R

O N

C R

O S

S B

E T

W E

E N

S E

C O

N D

T

H

IR

D F

L O

O R

Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD, with

PWD NAS OCEANA, via Email.

1/4" = 1' - 0" 0 5' 10' 15'1'

GRAPHIC SCALE(S)

KEYNOTES

GENERAL SHEET NOTES

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

STORAGE

HALL

HALL

MEN

VEST

WOMEN

ELEVATOR

STAIR

BREEZE WAY

2ND FLOOR

TV LOUNGE

3RD FLOOR

EMERGENCY

OPPERATIONS CENTER

MEN

WOMEN

STORAGE

HALL

HALL

VEST

ELEVATOR

STAIR

BREEZE WAY

2ND FLOOR

TV LOUNGE

3RD FLOOR

EMERGENCY

OPPERATIONS CENTER

1 PROVIDE GYPSUM SHAFT WALL FROM FLOOR TO

UNDERSIDE OF FLOOR ABOVE WITH 20 GAUGE 2 1/2” C-H

METAL STUD WITH 1” CORE BOARD AND 2-LAYERS OF

CEMENT BOARD. PROVIDE CERAMIC TILES ON SHAFT WALL

FROM FLOOR TO UNDERSIDE OF SUSPENDED CEILING.

PROVIDE ACCENT CERAMIC TILE BAND OF TWO TILES AT

56" ABOVE FLOOR.

2 NIB LOW WALL - 5'-0" HIGH. 20 GA. 3 5/8" METAL STUD WITH

5/8" WATER RESISTANT/MOLD RESISTANT GYP BD. LAYER

EACH SIDE.

3 NIB WALL FROM FLOOR TO UNDERSIDE OF FLOOR ABOVE -

20 GA. 3 5/8" METAL STUD WITH 5/8" WATER

RESISTANT/MOLD RESISTANT GYP BD. LAYER EACH SIDE.

4 6"x6" FLOOR TILE AND BASE TO MATCH EXISTING WITH

EPOXY GROUT. PROVIDE MARBLE TRANSITION STRIP

BETWEEN FLOOR TILE AND CARPET.

5 PROVIDE SOLID SURFACE COUNTER TOP WITH

INTEGRATED LAVATORY TO MATCH EXISTING WITH 4" HIGH

BACK & SIDE SPLASH.

6 PROVIDE PHENOLIC SOLID CORE TOILET PARTITION AND

DOOR WITH LATCH AND COAT HOOK. HINGES, LATCH AND

COAT HOOK MUST BE STAINLESS STEEL.

7 INSTALL EXISTING SALVAGED WATER CLOSET, URINAL AND

TOILET ACCESSORIES (TOILET PAPER HOLDER, PAPER

TOWEL DISPENSER, TRASH RECEPTACLE, SOAP

DISPENSER, ETC.).

8 PROVIDE AND INSTALL FULL HEIGHT MIRROR ABOVE

LAVITORY COUNTER.

9 PATCH AND REPAIR ALL WALLS TO RECEIVE 3-COATS OF

LATEX EPOXY SEMI-GLOSS PAINT. APPLY ONE COAT OF

PRIMER AND TWO COAT OF FINISH PAINT. COLOR TO BE

SELECTED BY GOVERNMENT (MEN, WOMEN & VESTIBULE).

10 PROVIDE AND INSTALL HOLLOW METAL DOOR WITH 16"x10"

LOUVER IN EXISTING FRAME. PAINT DOOR AND FRAME TO

MATCH EXISTING.

11 2'x2' MOISTURE RESISTANT ACOUSTICAL TILE SYSTEM TO

MATCH EXISTING.

12 GYP BD. CEILING, PAINTED.

13 PROVIDE REMOVABLE EGGCRATE GRILLE AND FRAME

CEILING – CELL SIZE – 1 INCH SQUARE BY 1 INCH DEPTH.

STAINLESS STEEL SATIN FINISH NO. 4. FULL FACE

FRAME:1-INCH BY 3/4-INCH BY 3/16-INCH CROSS-SECTION

ANGLE, BACK SIDE OF ONE ANGLE LEG WELDED TO EDGE

OF GRILLE AT CROSSPIECES, 3/4-INCH FACE FRAME. FIELD

MEASURE SIZE OF EGGCRATE GRILLE AS PER

REQUIREMENTS OF FILTER CHANGE OF FAN COIL UNIT.

14 PROVIDE LIGHT FIXTURE TYPE 'A' ABOVE LAVATORY

COUNTER, MOUNTED WITH BOTTOM OF FIXTURE FLUSH

WITH CUBE CORE GRILLE. SEE SHEET E-001 LIGHTING

FIXTURE SCHEDULE.

15 PROVIDE LIGHT FIXTURE TYPE 'B' ABOVE LAVATORY

COUNTER, MOUNTED WITH BOTTOM OF FIXTURE FLUSH

WITH CUBE CORE GRILLE. SEE SHEET E-001 LIGHTING

FIXTURE SCHEDULE.

16 PROVIDE LIGHT FIXTURE TYPE 'C'. SEE SHEET E-001

LIGHTING FIXTURE SCHEDULE.

17 EXISTING SPRINKLER HEAD.

18 PROVIDE EXHAUST GRILLE.

19 PROVIDE TRANSFER GRILLE.

SCALE: 1/4" = 1'-0"

A1

2ND & 3RD FLOORS NEW WORK PLAN

SCALE: 1/4" = 1'-0"

A3

2ND & 3RD FLOORS NEW WORK CEILING PLAN

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

S O

C E

A N

A

V

IR

G

IN

IA

B

E A

C H

V

A

AS NOTED

/1

/2

:4

:3

A

M

C R e v it L o c a l F ile s \B

-1

-A

-R jo h a n

.s ta d le r.

rv t

A-101

R E

P A

IR

I N

C H

C A

S T

I R

O N

C R

O S

S B

E T

W E

E N

S E

C O

N D

T

H

IR

D F

L O

O R

B

U

IL

D

IN

G

N E

W W

O R

K P

L A

N S

CBM

12927076

AA JS

05/12/2025

CBM/RDL

1753984

V

IR

G

IN

IA

B

E A

C H

V

IR

G

IN

IA

N A

V A

L A

IR

S

T A

T

IO

N O

C E

A N

A

HSDC

CBM

P W

D O

C E

A N

A

A -1

Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD, with

PWD NAS OCEANA, via Email.

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEYNOTES

GENERAL SHEET NOTES

M A

R K

D E

S C

R

IP

T

IO

N D

A

4" VTR

CO

CO

2"

2"

2"

2"

2"

1 1/2"

1 1/2" 4"

2"

1 1/2"

1 1/2"

7/8" OD CONNECTION

FOR FAN COIL UNIT

CONDENSATE DRAIN,

TYPICAL

4"

2"

2"

1 1/2"

CO

CO

2"

2"

2"

2"

2"

1 1/2"

4"

2"

1 1/2"

1 1/2"

4"

2"

2"

1 1/2"

TOILET SANITARY PIPING ISOMETRIC DIAGRAM - DEMOLITION

SECOND FLOOR

THIRD FLOOR

MEN'S

WOMEN'S

MEN'S

WOMEN'S

LAVATORY

URINAL

WATER CLOSET

WATER

CLOSET

LAVATORY

1 1/2"

LAVATORY

URINAL

WATER CLOSET

WATER

CLOSET

LAVATORY

V V

V

V

V

V

V

V

V

NO SCALE

PLUMBING LEGEND & ABBREVIATIONS

EXISTING PIPING TO REMAIN

REMOVE EXISTING SANITARY SEWER OR

WASTE PIPE (W)

REMOVE EXISTING VENT PIPING (V)

EXISTING VENT TO REMAIN (V)

CLEANOUT (FLOOR TYPE) (CO)CO

VTR

VENT THRU ROOF (VTR)

LIMIT OF DEMOLITION WORK

4"

4"

4" VTR

CO

CO

2"

2"

2"

2"

2"

1 1/2"

1 1/2" 4"

2"

1 1/2"

1 1/2"

7/8" OD CONNECTION

FOR FAN COIL UNIT

CONDENSATE DRAIN,

TYPICAL

4"

2"

2"

1 1/2"

CO

CO

2"

2"

2"

2"

2"

1 1/2"

4"

2"

1 1/2"

1 1/2"

4"

2"

2"

1 1/2"

TOILET SANITARY PIPING ISOMETRIC DIAGRAM - NEW WORK

SECOND FLOOR

THIRD FLOOR

MEN'S

WOMEN'S

MEN'S

WOMEN'S

LAVATORY

URINAL

WATER CLOSET

WATER

CLOSET

LAVATORY

1 1/2"

LAVATORY

URINAL

WATER CLOSET

WATER

CLOSET

LAVATORY

V V

V

V

V

V

V

V

V

PLUMBING LEGEND & ABBREVIATIONS

EXISTING PIPING TO REMAIN

SANITARY SEWER OR WASTE PIPE (W)

NO SCALE

SANITARY VENT PIPING (V)

EXISTING VENT TO REMAIN (V)

CLEANOUT (FLOOR TYPE) (CO)CO

VTR

VENT THRU ROOF (VTR)

POINT OF CONNECTION NEW TO EXISTING

4"

4"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

S O

C E

A N

A

V

IR

G

IN

IA

B

E A

C H

V

A

AS NOTED

/1

/2

:2

:3

A

M

C R e v it L o c a l F ile s \B

-1

-A

-R jo h a n

.s ta d le r.

rv t

P-601

R E

P A

IR

I N

C H

C A

S T

I R

O N

C R

O S

S B

E T

W E

E N

S E

C O

N D

T

H

IR

D F

L O

O R

B

U

IL

D

IN

G

T O

IL

E

T S

A N

IT

A

R Y

P

IP

IN

G

I S

O M

E T

R

IC

D

IA

G R

A M

S

CBM

12927078

RDL JS

05/12/2025

CBM/RDL

1753984

V

IR

G

IN

IA

B

E A

C H

V

IR

G

IN

IA

N A

V A

L A

IR

S

T A

T

IO

N O

C E

A N

A

HSDC

CBM

P W

D O

C E

A N

A

P -6

Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD, with

PWD NAS OCEANA, via Email.

M A

R K

D E

S C

R

IP

T

IO

N D

A

DIRECT WALL-MOUNTED LINEAR

REVISED: NOVEMBER 2020 NL-7LIGHTING PLATE:

LUMINAIRE REQUIREMENTS:

1. HOUSING - COLD ROLLED STEEL, EXTRUDED ALUMINUM, OR DIE CAST ALUMINUM BODY

WITH DIE CAST END CAPS AND STAINLESS STEEL HARDWARE. SIZE AS INDICATED IN

LUMINAIRE SCHEDULE.

2. OPTICS - REFRACTIVE LENS OPTIMIZED FOR ASYMMETRIC DISTRIBUTION.

3. LIGHT SOURCE - SOLID STATE LEDS, 3500K CCT UON, MINIMUM 80 CRI UON, AND

MINIMUM EFFICACY OF 85 LUMENS/WATT UON. INITIAL LUMEN OUTPUT AS INDICATED IN

LUMINAIRE SCHEDULE.

4. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DIMMABLE DRIVER WITH

MINIMUM 0.9 PF, OPERATING VOLTAGE OF 120-277V, THERMAL MANAGEMENT, AND

< 20% THD. ON/OFF CONTROL AND FULLY DIMMABLE DOWN TO 10% MINIMUM OR AS

INDICATED IN LUMINAIRE SCHEDULE.

5. CERTIFICATION - UL LISTED FOR DRY OR DAMP LOCATION, ROHS COMPLIANT.

COMPLIES WITH IES LM79, LM80 AND TM21 TESTING STANDARDS.

6. MOUNTING - WALL SURFACE MOUNTED

7. OPTIONS - EMERGENCY BATTERY BACK-UP, AND VARIOUS PROFILE DIMENSIONS AND

RUN LENGTHS. ALSO AVAILABLE WITH INDIRECT LIGHTING ELEMENT.

NOTE: THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE

THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO

INDICATE A CERTAIN MANUFACTURER OR PREFERENCE.

FIXED RECESSED DOWNLIGHT

REVISED: NOVEMBER 2020 NL-12LIGHTING PLATE:

LUMINAIRE REQUIREMENTS:

1. HOUSING - COLD-ROLLED STEEL OR DIE CAST ALUMINUM, WITH HEAT SINK. APERTURE

SIZE AND SHAPE AS INDICATED IN LUMINAIRE SCHEDULE.

2. LIGHT SOURCE - SOLID STATE LEDS, 3500K CCT UON, MINIMUM 80 CRI UON, AND

MINIMUM EFFICACY OF 70 LUMENS/WATT UON. INITIAL LUMEN OUTPUT AS INDICATED IN

LUMINAIRE SCHEDULE.

3. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DIMMABLE DRIVER WITH

MINIMUM 0.9 PF, OPERATING VOLTAGE OF 120-277V, THERMAL MANAGEMENT, AND

< 20% THD. ON/OFF CONTROL AND FULLY DIMMABLE DOWN TO 10% MINIMUM OR AS

INDICATED IN LUMINAIRE SCHEDULE.

4. CERTIFICATION - UL LISTED FOR DRY OR DAMP LOCATION, ROHS COMPLIANT.

COMPLIES WITH IES LM79, LM80 AND TM21 TESTING STANDARDS.

5. MOUNTING - RECESSED IN HARD OR ACOUSTICAL TILE CEILING. PROVIDE T-BAR

HANGERS FOR INSTALLATION IN ACOUSTICAL TILE CEILINGS OR TABS WHEN

MOUNTING IN HARD CEILINGS.

6. OPTIONS - EMERGENCY BATTERY BACK-UP, VARIOUS ACRYLIC OR POLYCARBONATE

LENSES, REFLECTORS, LOUVERS AND TRIMS. VARIOUS BEAM ANGLES. IC RATED

HOUSING.

NOTE: THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE

THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO

INDICATE A CERTAIN MANUFACTURER OR PREFERENCE.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

N A

S O

C E

A N

A

V

IR

G

IN

IA

B

E A

C H

V

A

AS NOTED

/1

/2

:3

:4

P

M

C R e v it L o c a l F ile s \B

-1

-A

-R jo h a n

.s ta d le r.

rv t

E-001

R E

P A

IR

I N

C H

C A

S T

I R

O N

C R

O S

S B

E T

W E

E N

S E

C O

N D

T

H

IR

D F

L O

O R

B

U

IL

D

IN

G

E L E

C T

R

IC

A L S

C H

E D

U L E

D

E T

A

IL

S A

N D

N O

T E

S

CBM

12927077

CTO JS

05/12/2025

CBM/RDL

1753984

V

IR

G

IN

IA

B

E A

C H

V

IR

G

IN

IA

N A

V A

L A

IR

S

T A

T

IO

N O

C E

A N

A

HSDC

CBM

P W

D O

C E

A N

A

E -0

Approved by FELIX PESSIG, REQUIREMENTS BRANCH HEAD, with

PWD NAS OCEANA, via Email.

GENERAL NOTES

1. COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES IN FIELD PRIOR

TO BEGINNING ANY ROUGH-IN.

2. WORK. COORDINATE ALL ELECTRICAL WORK, WITH MECHANICAL AND

ARCHITECTURAL DRAWINGS PRIOR TO ROUGH IN.

3. PROPERLY SEAL ALL FLOOR, CEILING, AND WALL PENETRATIONS IN

ACCORDANCE WITH VUSBC. SEE ARCHITECTURAL SHEETS FOR DETAILS

ON WALL CONSTRUCTION.

4. LAY OUT WORK IN ADVANCE. EXERCISE CARE WHERE CUTTING,

CHANNELING, CHASING, OR DRILLING OF WALLS, PARTITIONS, CEILINGS,

OR OTHER SURFACES AS NECESSARY FOR PROPER INSTALLATION,

SUPPORT, OR ANCHORAGE OF CONDUIT, RACEWAYS, OR OTHER

ELECTRICAL WORK. REPAIR DAMAGE TO BUILDINGS, PIPING, AND

EQUIPMENT USING SKILLED CRAFTSMEN OF TRADES INVOLVED.

5. RECESSED AND SEMI-RECESSED LIGHTING FIXTURES MUST BE

INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE BY A

MINIMUM OF TWO (2) WIRES, OR STRAPS OR RODS PER FIXTURE AND

LOCATED NEAR OPPOSITE CORNERS OF EACH FIXTURE.

6. CONDUCTORS MUST BE COPPER. ALUMINUM CONDUCTORS ARE NOT

ACCEPTABLE.

7. ALL CIRCUITS MUST HAVE A SEPARATE EQUIPMENT GROUNDING

CONDUCTOR. USING RACEWAYS IS NOT ACCEPTABLE.

LUMINAIRE

TYPE

A

C

PLATE

NL-7

NL-12

LUMINAIRE

DESCRIPTION

2' INDUSTRIAL LED

MINIMUM

LUMEN OUTPUT

1051LED RECESSED DOWNLIGHT

MOUNTING

SURFACE/WALL

MOUNTED

RECESSED

CEILING

LUMINAIRE SCHEDULE

NOTES

LUMINAIRE SCHEDULE NOTES:

1. PROVIDE LUMINAIRE WITH EMERGENCY BATTERY BACKUP. CONNECT BATTERY

AHEAD OF LOCAL SWITCHING.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B NL-7 4' INDUSTRIAL LED 3000 SURFACE/WALL

MOUNTED

BUILDING 536 – REPAIR 4” CAST IRON CROSS eProjects WO#: 1753984

SCOPE OF WORK 8 July 2025 Page 30 of 30

**End of SCOPE OF WORK**

2025-07-09T18:01:42-0400

2025-07-09T18:03:32-0400

2025-07-09T18:04:45-0400

2025-07-09T18:06:35-0400

2025-07-09T18:07:35-0400

2025-07-09T18:08:35-0400

2025-07-09T18:10:13-0400

2025-07-09T18:11:08-0400