Sol_140P4226R0008.pdf

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NO.

5. REQUISITION/PURCHASE REQUEST NO.

CODE

6. PROJECT NO.

8. ADDRESS OFFER TO

4. CONTRACT NO.

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

NEGOTIATED (RFP) REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF

SEALED BID (IFB) INVITATION FOR BID

9. FOR

INFORMATION CALL

PAGES

140P4226R0008

DOI, NPS, NERO & NER SOUTH MABO

National Park Service Northeast Regional Contracting South/Philadelphia MABO 1234 Market Street, 20th Floor Philadelphia PA 19107

0044035781

PNC

Brian McCabe 2023397772

03/30/2026

05/01/2026

10 120 Section C.4 & Section F

Section C - Scope of Work

Sections - D - I - Contract Clauses

Attachment 1 - Schematic Plans-Photos

Attachment 2 - Concessioner Provided Equipment Cut Sheets

Attachment 3 - Con WD - Building - DC202600002 - 1.16.2026

For Solicitation

Sections - K-M

Attachment 4 - Limitations on Subcontracting Compliance Worksheet

Attachment 5 - Proposal Submission Attachment - 140P4226R0008

1 100

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

Continued...

AMENDMENT

NUMBER

DATE.

DOI, NPS, NERO & NER SOUTH MABO

National Park Service Northeast Regional Contracting South/Philadelphia MABO 1234 Market Street, 20th Floor Philadelphia PA 19107

PNC

Brian McCabe

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGES

NAME OF OFFEROR OR CONTRACTOR

SUPPLIES/SERVICES

(B)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

OPTIONAL FORM 336 (4-86)

Sponsored by GSA FAR (48 CFR) 53.110

ITEM NO.

(A)

QUANTITY

(C)

NSN 7540-01-152-8067

140P4226R0008

National Capital Parks-East (NACE) - Anacostia

Park Skate Pavillion Concession Renovation

Firm Fixed Price - Small Business Set Aside.

Delivery: 120 Days After Notice to Proceed

Delivery Location Code: 0011282924

NPS, National Cap Parks East

Headquarters

1900 Anacostia Drive, SE

Washington DC 20024 US

Period of Performance: 06/01/2026 to

11/30/2026

00010 Anacostia Park Skate Pavillion Concession

Renovation

Product/Service Code: Z2QA

Product/Service Description: REPAIR OR

ALTERATION

OF RESTORATION OF REAL PROPERTY (PUBLIC OR

PRIVATE)

REFERENCE NO. OF DOCUMENT BEING CONTINUED

140P4226R0008

PAGE OF

SECTION A - TABLE OF CONTENTS

SECTION DESCRIPTION PAGE

PART I – The Schedule A Solicitation/Contract Form 1 B Bid Schedule 5 C Specifications/Drawings 6 D Packaging and Marking 42 E Inspection and Acceptance 42 F Deliveries or Performance 43 G Contract Administration Data 44 H Special Contract Requirements 50

PART II – Contract Clauses I Contract Clauses 53

PART III – List of Documents, Exhibits, and Other Attachments J List of Attachments 71

PART IV – Representations and Instructions K Representations, Certifications, and Other Statements of Offerors 72 L Instructions, Conditions, and Notices to Offerors 82 M Evaluation Factors for Award 96

140P4226R0008

SECTION B – BID SCHEDULE

Item Quantity Unit of No. Description Measurement Unit Price Total Price

001 Anacostia Park Skate Pavilion 1 Lump Sum $ $ Renovation

Total Base Price $

Notice – Offerors are required to submit, at minimum, an offer that conforms to the solicitation documents with pricing for all Base Items. Failure to do so may render the proposal unacceptable. On lump-sim line items, provide the total price only. For all unit-priced line items, provide the unit price and the extended total price. If no specific line item exists for a portion of the work, include the costs in related item. In case of error in calculation of extended prices, the unit price government. In case of error in summation, the total of the corrected amounts governs. Round total and extended prices to whole dollars.

FAR 36.204 Disclosure of the magnitude of construction projects

The Government’s estimate is:

Between $250,000 and $500,000

140P4226R0008

SECTION C – SPECIFICATIONS/DRAWINGS

C.0 NATIONAL PARK SERVICE

The National Park Service (NPS) is a bureau of the U.S. Department of the Interior (DOI) that has been entrusted with the care of our national parks since 1916. The National Park System currently has 433 units (often referred to as parks), covering more than 85 million acres in all 50 states, the District of Columbia, and US territories.

The NPS also has more than 150 related areas that are linked in importance and purpose to places managed directly by the National Park Service by preserving important segments of the nation's natural and cultural heritage. They are designated by acts of Congress or by the Secretary of the Interior (affiliated areas). The majority of related areas are not units of the National Park Service and are managed by other government agencies or non-government organizations and landowners.

The National Park Service is involved in related areas by directly managing the entire or sections of a related area, or by providing technical or financial assistance.

The NPS preserves unimpaired natural and cultural resources, and values of the National Park System for the enjoyment, education, and inspiration of this and future generations. The NPS cooperates with partners to extend the benefits of natural and cultural resource conservation and outdoor recreation throughout this country and the world.

The NPS – Business Service Contracting Division (BSCD) – Contracting Operations – Northeast Region – Philadelphia MABO. The NPS – BSCD-Northeast issues contracts through the Federal Acquisition Regulation’s (FAR) for supplies, services, construction, A&E for Northeast Regional Parks only.

C.1 NATIONAL CAPTIAL PARKS EAST (NACE)

A. National Capital Parks – East (NACE) is made of up more than 8,000 acres of scenic parkland, historic landmarks and vibrant community spaces across Washington, DC and the State of Maryland. NACE includes Fredrick Douglas Home, Carter G. Woodson Home, and the Kenilworth Park & Aquatic Gardens along the Anacostia River that is full of recreation fields, marshes, wildflowers, and lots of wildlife. It also includes the famous Fort Washington that was finished in 1824 to defend the approach of the Potomac River to the National Capital. This fort was actively used through the End of World II when it was transferred to the Department of the Interior and National Park after 1946.

For more information about NACE and it sites, visit: National Capital Parks-East (U.S. National Park Service)

B. Another spot that is part of NACE is Anacostia Park which was turned over to the National Park Service in 1933. The 1901 McMillian Commission set the stage for the development of Anacostia Park. The Commission urged that the Anacostia ‘flats’ follow the model of the East and West Potomac Parks – that the swamps be ‘reclaimed’ and the new lands used as gardens and recreation space for public use.

The reclamation of the silted Anacostia River and its transformation into a public park was an ambitious plan that would take several decades to complete and is enjoyed today. This includes Anacostia Skate Pavilion, an impressive open pavilion that was originally planned as a skating rink. It was erected by National Park Service and serves as shelter, complete with public restrooms, concessions, and storage facility. Today, the Anacostia Skate Pavilion offers roller skating as a fun activity for the whole family, with free rentals and DJ music during the summer. For more information visit: Anacostia Park (U.S. National Park Service)

C.2 PURPOSE

The National Park Service – Contracting Operations – National Capital Parks-East (NACE) as a requirement for the renovation of current storage and service area of the Anacostia Park Skating Pavilion concessions building to a to a full-service commercial kitchen with service area. This shall include furnishing and providing hookups for a mop sink, hand sink, prep sink, and three compartment sinks; providing hookups for a tenant-furnished electric griddle and two electric deep fryers; and providing and installing a kitchen hood. It shall also include upgrades to the HVAC system, light fixtures, https://www.nps.gov/nace/index.htm https://www.nps.gov/anac/index.htm

140P4226R0008 refinishing surfaces, and widening one door to meet Architectural Barriers Act Accessibility Standards (ABAAS) requirements and commercial kitchen building, health, and fire codes.

C.3 TASKS

Note: All quantities are provided as information only. Contractors shall be responsible for verifying all measurements and acquiring all quantities of material to complete this requirement. The contractor is responsible for the following to include, but not limited to:

C.3.1 Mobilization and Demobilization:

A. Confine staging and parking for vehicles, equipment, and materials to paved areas and parking areas as approved by the Contracting Officer Representative (COR) and/or Point-of-Contact (POC).

1. Do not stage or use heavy machinery in vegetated areas, including turf, without prior approval from

COR.

B. Contractor must provide for methods to appropriately secure equipment and materials. Equipment and materials may be staged on an “as needed” basis; coordinate with the COR/POC.

C. Furnish all products, materials and tools for proper demolition, installation and replacement to include, but not limited to the tasks described in this SOW.

D. Contractor to use ground protection to prevent damage to all paved and non-paved surfaces, for all vehicles, equipment and materials lay down. Cost and repair of damages will be the sole responsibility of the Contractor and will conform to the satisfaction of the CO/COR/POC.

C.3.2 Service Area

A. Demolish existing vinyl composition tile floor and adhesive down to bare concrete slab.

1. Preserve the existing 6” concrete slab for rehabilitation.

2. Dispose of all items following IAW local guidelines for waste stream/recycling.

B. Refinish concrete slab floor.

1. Mechanically grind concrete, removing all remaining coatings, adhesives, and contaminates.

2. Patch spalls, cracks, and surface imperfections using cementitious repair mortar.

3. Apply clear water-based, food safe, non-yellowing, non-slip penetrating concrete sealer compliant with USDA/FDA guidelines for food prep areas and local health codes for commercial kitchen flooring.

a. Final finish must be smooth, sealed, easily cleanable, and slip-resistant when wet.

b. The contractor shall verify concrete moisture levels and ensure moisture levels are within the manufacturer's required levels, prior to application of sealer.

c. This verification shall be documented in writing and provided to the COR/POC prior to the application of sealer.

d. Sealer shall be installed according to the manufacturers’ recommendations and ensure clean finish with no bubbles or sealer puddling in textured areas.

C. Repair and refurbish service windows.

1. Remove, clean, powder coat, and reinstall existing frames.

a. Powder coat color to match existing. Confirm RAL color code with COR/POC prior to coating.

Record RAL color in project closeout documents for future color matching.

b. Shim as required and seal with exterior-grade, UV-resistant, clear silicone sealant. Ensure air- and watertightness.

2. Remove existing and replace curved acrylic lite in kind. Match size and radius to existing. Acrylic to be impact-resistant and UV-stabilized for exterior application.

3. Install new expanded metal security grating at acrylic lite. Powder coat shall match frame color.

4. Replace in-kind two (2) overhead rolling shutters. Powder coat shall match frame color. Include locking hardware or mechanisms.

140P4226R0008

5. Install two (2) new clear plexiglass windows with plexiglass pass-through sliding doors. Match materials, dimensions, construction, and any paint colors to sliding windows on other side of building (not in scope).

a. Provide shop drawings showing intended elevations and details prior to order and installation.

b. Sliding doors shall operate smoothly on low-friction tracks and include stops to prevent over-travel.

D. Remove existing 36” hollow metal (HM) door and replace with open frame.

1. Demo existing door, frame, threshold, and all associated hardware.

a. Dispose of existing following IAW local guidelines for waste stream/recycling.

2. Provide and install new HM frame.

a. Frame to be HM, primed for paint.

b. Attachment 1 – Schematic Plans-Photos for typical frame details, including head, jamb, threshold, and elevation. Submit shop drawings to COR/POC for approval.

3. Paint primed frame with 2 coats of finish paint. Color to match existing; provide COR/POC with three swatches for selection and approval.

a. Paint shall be semigloss and commercial grade.

b. Final surface must be washable and scrubbable, resistant to moisture, grease, staining, and mold, able to withstand frequent sanitizing, smooth, and nonabsorbent.

E. Refinish concrete counter.

1. Clean surface thoroughly to remove grease, food residue, oils, dirt, and loose material. Use commercial degreaser and power wash as necessary.

2. Repair any cracks, chips, or spalls using a high-strength concrete repair mortar or patch compound compatible with finish materials. Match color and texture of any mortar or patch compounds to existing finish color and texture.

3. Apply clear water-based, food safe, non-yellowing, non-slip penetrating concrete sealer compliant with USDA/FDA guidelines for food prep areas and local health codes for commercial kitchen counter tops/food prep areas.

a. Final finish must be smooth, sealed, easily cleanable, and sanitary for food preparation.

b. The contractor shall verify concrete moisture levels and ensure moisture levels are within the manufacturer's required levels, prior to application of sealer.

c. This verification shall be documented in writing and provided to the COR/POC prior to the application of sealer.

d. Sealer shall be installed according to the manufacturers’ recommendations and ensure clean finish with no bubbles or sealer puddling in textured areas.

F. Replace three (3) service counter lights with three (3) new integrated LED can light fixtures.

1. Dispose of existing fixtures following IAW local guidelines for waste stream/recycling.

2. New fixture is to be ALS DLA-6-WH-UD-AIA, 120V, LED, 22W, 1750 Lumens, 70 CRI, 3000CCT, recessed light.

a. The ALS DLA-6-WH-UD-AIA recessed LED fixture has been selected to maintain consistency with existing fixtures installed across other buildings within the installation. The intent is to preserve visual uniformity, streamline maintenance, and ensure compatibility with current infrastructure. Deviations from this standard may result in inconsistencies that affect the building’s exterior design, maintenance logistics, and long-term cost efficiency. While alternative products may be considered, any substitution must be functionally, dimensionally, and aesthetically equivalent to the specified product and is subject to Government approval.

3. Verify existing wiring and housing compatibility.

4. Ensure secure mounting and clean finish.

G. Replace one (1) overhead fluorescent fixture with one (1) new LED fixture.

1. Dispose of existing fixtures following IAW local guidelines for waste stream/recycling.

140P4226R0008

2. Provide and install new LED fixture.

a. Fixture to match approximately length and width of existing, surface mounted on GWB ceiling.

b. Fixture to be 7,000-7,500 lumens, 4000K-5000K, UL listed and meet IECC energy requirements.

Submit product to COR/POC prior to order.

c. Position and align to match existing.

3. Verify existing wiring. Ensure secure mounting and clean finish.

H. Patch and paint walls and ceiling.

1. At gypsum wall board, including walls, ceiling, and soffit above counter, patch all dents, holes, gouges, and seams using commercial-grade joint compound. Sand smooth to a level 4 finish. Clean surface to remove dust, grease, and contaminants.

2. At exposed concrete masonry units, clean thoroughly to remove grease, dirt, and loose particles, using degreaser as necessary. Fill any cracks and mortar voids using masonry patching compound.

3. Paint walls and ceiling with one coat of primer and 2 coats of finish paint.

a. Color shall match existing; provide COR/POC with three swatches for selection and approval.

b. Paint is to be semigloss and commercial grade.

c. Final surface must be washable and scrubbable, resistant to moisture, grease, staining, and mold, able to withstand frequent sanitizing, smooth, and nonabsorbent.

4. Paint conduit and fasteners where exposed.

5. Caulk all wall-to-ceiling and trim joints using commercial-grade, paintable sealant.

I. Existing cabinetry shall remain in place and in serviceable condition.

1. Clean all exposed cabinetry surfaces using food-safe cleaner.

2. Touch up or refinish worn, chipped, or scratched surfaces as needed.

3. Adjust and align cabinet doors, secure any loose hardware, replace any missing or damaged pulls, hinges, or catches with similar grade components (verify final selections with COR/POC).

4. Seal any minor gaps at wall or countertop interfaces with color-matched caulk or trim.

5. Prior to beginning, verify cabinet function and document any existing damage.

a. Any damage to existing cabinets during construction shall be repaired at no additional cost.

J. Cut and frame pass-through window to connect Service Area to Kitchen Area.

1. Opening to be 5’-0” wide with sill height at 36” AFF and head height to align with door frame on adjacent wall. Locate per Attachment 1 – Schematic Plans-Photos

2. Provide temporary shoring as required to support structure during modification.

3. Provide steel lintel with min. 8” overlap at either end for proper bearing on existing CMU.

4. Provide and install new HM frame.

a. Frame shall be HM, 3 sided, primed for paint.

b. See Attachment 1 – Schematic Plans-Photos for typical frame details, including head, jamb, threshold, and elevation. Submit shop drawings to COR/POC for approval.

5. Paint primed frame with 2 coats of finish paint.

a. Color shall match existing; provide COR/POC with three swatches for selection and approval.

b. Paint shall be semigloss and commercial grade.

c. Final surface must be washable and scrubbable, resistant to moisture, grease, staining, and mold, able to withstand frequent sanitizing, smooth, and nonabsorbent.

K. Provide and install three (3) new GFCI-protected duplex receptacles (see Attachment 1 – Schematic Plan- Photos).

1. Locations:

a. One (1) GFCI receptacle to be installed below counter at service counter.

i. Route conduit within existing millwork. Conduit should not interfere with use of millwork or excessively impede upon below-counter space.

ii. Receptacle is intended to power POS equipment; coordinate location and any required gromets on-site with COR/POC.

140P4226R0008

b. Two (2) GFCI receptacles to be installed along wall at 16” AFF.

2. Use exiting conduit and wiring pathways where reasonably available and code compliant.

3. New conduit to be surface-mounted metal conduit, EMT or equivalent, to be run in straight lines, tight to corners, and painted to match wall color.

4. All new wall penetration(s) must be approved by COR/POC.

5. GFCI receptacles shall be tamper-resistant, weather-resistant, commercial-grade, 20A, 125V.

6. Cover plates shall be industrial grade paintable steel. Paint to match adjacent finishes.

7. Test all GFCI for proper trip/reset function, and if not functioning correct prior to final inspection.

C.3.3 Kitchen Area

A. Demolish existing vinyl composition tile floor and adhesive down to bare concrete slab.

1. Preserve the existing 6” concrete slab for rehabilitation.

2. Dispose of all items following IAW local guidelines for waste stream/recycling.

B. Refinish concrete slab floor.

1. Mechanically grind concrete, removing all remaining coatings, adhesives, and contaminates.

2. Patch spalls, cracks, and surface imperfections using cementitious repair mortar.

3. Apply clear water-based, food safe, non-yellowing, non-slip penetrating concrete sealer compliant with

USDA/FDA guidelines for food prep areas and local health codes for commercial kitchen flooring.

a. Final finish must be smooth, sealed, easily cleanable, and slip-resistant when wet.

b. The contractor shall verify concrete moisture levels and ensure moisture levels are within the manufacturer's required levels, prior to application of sealer.

c. This verification shall be documented in writing and provided to the COR/POC prior to the application of sealer.

d. Sealer shall be installed according to the manufacturers’ recommendations and ensure clean finish with no bubbles or sealer puddling in textured areas.

C. Remove and dispose of existing window air conditioning unit and patch wall.

1. Remove AC unit and any related trim or finishes. Protect adjacent brick and CMU from damage. Dispose of all items following IAW local guidelines for waste stream/recycling.

2. Rebuild the CMU with matching CMU blocks and mortar. The patching should match the existing block size and finish for consistency.

3. Rebuild the brick with using matching brick units and mortar to fill the opening, ensuring proper alignment with the existing wall.

a. Provide brick sample shall match existing for COR/POC approval prior to ordering.

b. Provide mockup of brick and grout to match existing for COR approval prior to construction. Mockup shall be at least 4 bricks in the same pattern as the existing pattern.

c. Mortar finish and color shall match existing.

4. Ensure air gaps between wythes remains intact for moisture management.

5. Install steel reinforcement to align with the original reinforcement grid if necessary. Ensure reinforcement is continuous across the patch.

6. Ensure all patching is structurally sound, plumb, and level.

D. Provide and install a new suspended acoustical ceiling tile (ACT) system and grid to raise the finished ceiling elevation to 11’-0” FCE.

1. Remove and dispose of existing ACT and grid.

2. Provide new T-bar suspended ceiling grid system for lay-in ACT.

a. Grid system to be standard 15/16” commercial grid heavy-duty galvanized steel, factory painted white, with perimeter trim.

b. Module size to be 2’x4’ to accommodate standard lay-in panels and specified lights.

c. Hanger wires shall be at least 12-gauge. spaced a maximum of 4’-0” O.C.

d. Hang new grid system at 11’-0” FCE.

140P4226R0008

e. Ensure adequate space for HVAC ductwork. Ensure connections and hangers are compliant with current code and manufacturer instructions.

3. Provide and install new lay-in ACT suitable for kitchen use, 5/8” min, ASTM E84 Class A, easily cleanable, with anti-microbial coating, white. Submit sample for approval by COR prior to purchase.

4. Ensure ACT ceiling installation aligns, integrates with light fixtures, HVAC, and other ceiling fixtures.

E. Fur interior walls at wet wall (NW) and cook wall (NE).

1. Install a furred wall assembly over existing interior CMU surfaces to provide a smooth, cleanable finish as required by health code FDA Food Code Section 4-101.11, 6-101.11. (See Attachment 1 – Schematic Plans-Photos)

2. Provide and install metal furring channels at appropriate spacing (maximum 24" O.C.) anchored directly to CMU substrate using masonry fasteners.

a. Furring shall accommodate any wall-mounted conduit or obstructions, maintaining a consistent plane for finish surfaces.

b. Coordinate furring with new electrical and plumbing work. No exposed conduit is allowed according to the health code on any wet and cook walls.

3. Install moisture-resistant gypsum board, or other approved cleanable surface, over framing.

a. Tape, bed, and finish to Level 4.

4. Prepare and apply primer and two (2) coats of low-VOC, semi-gloss enamel paint (or as otherwise specified) to all new wall surfaces.

a. Color to be white, SW 7006 “Extra White” or similar.

b. Submit color samples to COR/POC for approval on-site.

F. Frame and finish new closet for electrical and security panels at entry wall (NE). (See Attachment 1 – Schematic Plans-Photos)

1. Closet depth to be minimum 4” or as required to fit new electrical panel and relocated security panel.

2. Closet height to reach underneath of ACT ceiling, 11’ FCE.

3. Closet width to be as required to fit equipment, up to length of entire wall portion. Ensure width

(including intrusions from door and frame thickness) meets equipment clearance requirements.

4. Align closet wall with pass-through window wall and locate alternate wall accordingly.

5. Frame closet with metal studs at an appropriate spacing (maximum 24” O.C.) anchored directly into

CMU substate and concrete floor as required using masonry fasteners.

6. Frame, provide and install hollow metal (HM) double doors. Design intent is that when doors are open equipment will have required clearances. See Attachment 1 – Schematic Plans-Photos for typical door details, including head, jamb, threshold, and elevation.

a. Door and frame to primed for paint.

b. Submit shop drawings to COR/POC for approval.

c. Provide and install hardware.

i. Hardware shall be lever dummy set with catch, or approved alternative.

ii. Hardware shall match existing hardware at site in profile and color to greatest extent possible.

iii. Submit product sheet to COR/POC for approval prior to order.

d. Paint primed door and frame 2 coats of finish paint.

i. Color to match other project doors; provide COR/POC with three swatches for selection and approval

ii. Paint shall be semigloss and commercial grade.

iii. Final surface must be washable and scrubbable, resistant to moisture, grease, staining, and mold, able to withstand frequent sanitizing, smooth, and nonabsorbent.

7. Install moisture-resistant gypsum board, or other approved cleanable surface, over framing.

a. Tape, bed, and finish to Level 4.

8. At GWB, prepare and apply primer and two (2) coats of low-VOC, semi-gloss enamel paint (or as otherwise specified) to all new wall surfaces.

a. Color shall be white, SW 7006 “Extra White” or similar.

b. Submit color samples to COR/POC for approval on-site.

140P4226R0008

G. Replace existing 36” hollow metal (HM) exterior door with 40” HM exterior door.

1. Demo existing door, frame, threshold, and all associated hardware.

a. Dispose of existing following IAW local guidelines for waste stream/recycling.

2. Modify masonry opening as needed.

a. Cut opening to accommodate new door width.

b. Increase width as depicted in Section 14 Attachments Schematic Plan.

c. Provide temporary shoring as required to support structure during modification.

d. Maintain cavity between wythes, install appropriate cavity flashing as needed to maintain building envelope.

e. Existing lintel spans current opening. Extend existing lintel or install new lintel to span widened opening. Match existing support method (steel angle or other). Provide bearing at each end per structural requirements (min. 6”).

3. Provide and install new HM door and frame.

a. Replacement door - Swing orientation to match existing HM door.

b. Door and frame to be 14-gauge minimum, insulated, exterior rated, primed for paint.

c. See Attachment 1 – Schematic Plans-Photo for typical door details, including head, jamb, threshold, and elevation. Submit shop drawings to COR/POC for approval.

d. Provide and install weatherstripping and drip cap for exterior rating.

e. Provide and install hardware. Hardware to be lever passage set, ANSI F86 (storeroom function).

Hardware to match existing at site in profile and color to greatest extent possible. Submit product sheet to COR for approval prior to order.

f. If door requires over 5 lbs of force to open, provide and install power-assist opener per ABAAS 404.2.9.

4. Paint primed door and frame 2 coats of finish paint.

a. Color shall match existing; provide COR/POC with three swatches for selection and approval.

b. Paint is shall be semigloss and commercial grade.

c. Final surface must be washable and scrubbable, resistant to moisture, grease, staining, and mold, able to withstand frequent sanitizing, smooth, and nonabsorbent.

H. Plumb, furnish, and install one (1) 4” floor drain. (See Attachment 1 – Schematic Plans-Photos)

1. Coordinate exact drain location with COR/POC to ensure central placement and avoidance of foot traffic hazards.

2. Verify location and capacity of existing plumbing and determine tie-in point.

3. Sawcut and remove concrete slab in area of new floor drain installation and pipe to existing system.

4. Slope surrounding floor surface minimum 1/8” per 1’ toward the drain over a min. 3’-0” radius to ensure positive drainage.

5. Provide and install trap primer.

6. Install new floor drain and connect to existing plumbing.

a. Floor drain shall be cast iron or stainless steel body with removable sediment basket and integral trap.

Top grate to be installed compliant to ABAAS Section 303, non-slip, and rated for commercial kitchen use. Minimum 4” outlet compatible with existing system.

b. Submit manufacturer’s product sheet to COR/POC for approval prior to order.

7. Test all connections for leaks and proper flow.

8. Patch concrete, reinforce if necessary, and ensure no lips or trip hazards.

a. Minimum 4,000 psi concrete mix.

b. Surface finish to match finish floor elevation and texture.

I. Plumb, furnish, and install one (1) hand sink, one (1) prep sink, one (1) mop sink, and one (1) three-compartment sink. (See Attachment 1- Schematic Plans-Photos)

1. Coordinate exact locations on site with COR to ensure reasonable functional distances and avoid any existing obstacles.

a. Ensure clearances meet ABA and Health Department standards.

140P4226R0008

2. Provide all supply lines, shut-off valves, trap assemblies, and wall penetrations. Provide backflow prevention devices, where required. Connect to existing sanitary and domestic water systems per applicable code.

a. Drill through existing concrete masonry unit wall to connect to existing water lines as necessary.

b. All penetrations shall only go through interior CMU wall.

c. No piping and/or holes shall be present on the exterior of the building.

d. Prior to drill, mark all penetrations for approval by COR/POC prior to drilling.

e. Sawcut and remove concrete slab as required to connect to existing drain lines.

3. Provide and install (1) new hand sink. (See Attachment 1 – Schematic Plans-Photos)

a. Hand sink shall be wall-mounted, stainless steel, NSF-approved, ABA accessible.

b. Bowl to be approximately 14”x10”.

c. Include gooseneck spout faucet with hands-free sensor with hot and cold mixing valve.

i. Sensor is must be hardwired (not battery operated) so contractor shall provide power as required.

d. Include accessories: integral backsplash, side splashes, drain basket, wall bracket, and soap/towel dispenser.

e. Submit manufacturer’s product sheet to COR/POC for approval prior to order.

4. Provide and install (1) new prep sink. (See Attachment 1 – Schematic Plans-Photos)

a. Prep sink shall be floor mounted, stainless steel, NSF-approved.

b. Bowl to be 18”x18”x12” minimum

c. Faucet shall be deck-mounted with swing spout, hot/cold mixing, lever handles.

d. Include accessories: integral backsplash, side splashes, drain basket, drainboard.

e. Submit manufacturer’s product sheet to COR/POC for approval prior to order.

5. Provide and install (1) new mop sink. (See Attachment 1 – Schematic Plans-Photos)

a. Mop sink to be floor-mounted, stainless steel, NSF-approved.

b. Bowl shall be at least 24” x 24” x 10”.

c. Include faucet with vacuum breaker, pain hook, and hose thread outlet, hot and cold mixing.

d. Include accessories: backsplash, side splashes, drain basket, mop hanger, and utility shelf.

e. Submit manufacturer’s product sheet to COR/POC for approval prior to order.

6. Provide and install (1) new three-compartment sink. (See Attachment 1 – Schematic Plans-Photos)

a. Three-compartment sink shall be freestanding, stainless steel, NSF-approved

b. Bowl size shall be at least 18" x 18" x 12" per compartment.

c. Provide integral drainboards on both left and right sides.

d. Faucet to be deck-mounted, hot and cold mixing, with 8” center wall bracket, swing spout, and lever handles.

i. Include add-on faucet and pre-rinse sprayer with wall-mounted riser.

e. Include accessories: integral backsplash, side splashes, drain baskets, adjustable legs with bullet feet, and waste plumbing assembly (including basket strainers and tailpieces).

f. Submit manufacturer’s product sheet to COR/POC for approval prior to order.

6. Install fixtures plumb, level, and securely anchored to structure or blocking. All fixtures to be caulked at wall and floor with sanitary-grade silicone.

7. Ensure all sink waste lines are installed with proper air gaps between sink drains and indirect waste piping in accordance with local plumbing code and health department regulations.

8. Test all connections for leaks and proper flow.

9. Patch concrete where necessary, reinforce if necessary, and ensure no lips or trip hazards.

a. Minimum 4,000 psi concrete mix

b. surface finish shall match finish floor elevation and texture.

10. Patch at concrete masonry units where necessary with masonry patching compound.

11. Provide escutcheons at all wall/floor penetrations.

J. New Grease Interceptor

1. Provide and install one (1) new grease interceptor in accordance with applicable code requirements and manufacturer’s recommendations.

140P4226R0008

2. Grease interceptor shall receive waste from ALL required fixtures and shall be sized appropriately for connected fixture flow rate and grease load.

a. Coordinate exact size, type, and location with COR/POC prior to order. Verify and confirm tie-in point to existing drainage system.

b. Submit to COR/POC manufacturer cut sheets and sizing calculations prior to order.

3. Provide and install grease waste piping from prep sink, and three-compartment sink, and any additional fixtures required by code.

4. All grease waste piping shall meet all applicable code requirements with material requirements and installation slope. Include all fittings, cleanouts, hangers, and transition couplings as required.

5. Test system for proper flow and confirm compliance with IBC.

6. Label interceptor and access cover(s) as required by applicable code and regulation.

7. All components requiring regular service/maintenance service shall be installed in such a way that provides reasonable access with minimum restrictions.

K. Provide and install new electric hot water heater to supply hot water for all sinks. (See Attachment 1 – Schematic Plans-Photos)

1. Hot water heater shall be sized to meet the demand of one (1) hand sink, one (1) prep sink, one (1) mop sink, and one (1) three-compartment sink.

a. Hot water heater shall be electric, with a kW rating sufficient to meet the calculated demand.

b. Hot water heater shall be sized for an appropriate minimum first-hour delivery based on combined peak demand for all fixtures and provide a minimum recovery rate that ensures adequate supply of hot water during high demand periods.

c. Hot water heater shall provide at least 140°F water to ensure sanitation standards are met for cleaning and dishwashing.

d. Hot water heater shall come with a high-limit thermostat to prevent overheating

2. Heater shall be installed according to manufacturer’s installation instructions and comply with all local building and electrical codes. Heater to be securely anchored and level.

3. Provide required power, 208-240V, single phase or 3-phase depending on model, verify with manufacturer and product specifications. Provide hardwired electrical connection with proper breaker sizing.

a. Provide proper electrical connections, including disconnect switches, circuit breakers, and dedicated wiring as required.

4. All plumbing connections (supply and drain) shall be insulated and made with copper piping or approved material.

5. Provide a thermal expansion tank on the cold-water supply line to prevent damage from pressure fluctuations.

6. Provide a pressure-reducing valve (PRV) if required by code or to meet local water pressure requirements.

7. All installation work to comply with National Electrical Code (NEC) and National Plumbing Code.

Provide earth grounding and bonding as required by NEC.

8. Submit manufacturer's specifications, installation instructions, and product data for approval by the

COR/POC prior to order.

9. Commissioning- Test the water heater for proper temperature control, flow rate, and recovery rate. Verify that the heater is providing a constant supply of 140°F water at all connected sinks.

L. Provide and install one (1) Type I commercial kitchen exhaust hood with external ductwork.

1. New Commercial Kitchen Exhaust Hood shall be UL 710 listed for use with electric cooking appliances that produce grease-laden vapors, Type I commercial hood, stainless steel, airflow rating of at least 1200 CFM, with factory-installed fire suppression wet chemical system, UL300 compliant, NFPA 96 complaint, NSF-certified.

a. Hood shall be at least 8’-0” long and 48” depth, as is standard for fryers and griddles. Anticipated equipment by others includes (1) 48” griddle and (2) 40lb fryers.

140P4226R0008

b. Include all required filters: grease baffle filter (removable, stainless steel). Ensure access to filters for cleaning and maintenance.

2. Ensure code required clearances are met. Consult with COR to resolve any discrepancies (see Attachment 1 – Schematic Plans-Photos for location).

3. Hood shall be connected to a code-compliant ducted exhaust system with discharge to the building exterior, in accordance with NFPA 96.

a. No modifications of structural building elements, such as roof joists, are permitted without written approval from CO/COR.

b. Exhaust must terminate through the building roof and comply with minimum clearances for discharge per NFPA 96.

i. Final routing and exhaust fan location must ensure the system is not visible from the building exterior at the pedestrian level.

ii. Vent shall be concealed behind the existing parapet.

iii. All building envelope penetrations must be confined to roof area; no penetrations through exterior walls may be made without 106 Compliance approval by Park.

iv. All penetrations shall be weatherproofed and firestopped as required by applicable code.

4. Provide required power, 208-240V, single phase or 3-phase depending on model, verify with manufacturer and product specifications

5. Contractor shall be responsible for the complete layout, design, and installation of the ductwork system, including coordination with other building systems.

a. Contractor shall submit mechanical drawings, including hood, ductwork, exhaust fan, and roof penetration details, for review and approval by the COR/POC and/or CO prior to installation.

6. Commissioning – test and verify operation, provide operation manuals and warranty documents.

M. Provide and install a 4-ton rooftop packaged HVAC unit.

1. Minimum HVAC Unit specification shall be capable of handling the heat load generated by cooking appliances, exhaust hood, lighting, and personnel, and shall maintain a comfortable working environment in accordance with local health codes.

a. HVAC Unit must meet or exceed all ASHRAE, NFPA, and local building codes.

b. HVAC Unit must meet or exceed SEER ratings of at least 14 and must be Energy Star rated or equivalent if available.

c. System must have a minimum 1-year warranty on parts and labor and a minimum 5-year warranty on the compressor.

d. Submit specification sheet to COR/POC for approval prior to purchase.

2. Unit shall be roof mounted on structurally supported platform or curb per applicable code and manufacturers recommendations.

3. Contractor is responsible for providing curb or platform to meet structural requirements for supporting and distributing weight of unit on the roof.

a. Existing ceiling joists are 2x8 at 16” on center, 12’8” long.

b. Existing joists may require sistering or other reinforcement to support the weight of the rooftop

HVAC unit.

c. Contractor is responsible for engineering and reinforcing as required to support weight of rooftop unit.

4. HVAC Unit shall be located such that it is not visible from the ground level.

a. If this is not possible, unit must be minimally visible.

b. Location shall be approved by COR/POC prior to installation.

5. HVAC Unit shall be easily accessible for routine maintenance.

6. Provide ductwork connections for supply and return air as required by the system.

a. Ducts shall be insulated where necessary to maintain energy efficiency and properly sealed to prevent leakage.

b. Coordinate installation of all ductwork with existing roof joists. Any structural modifications require review and approval of CO/COR.

c. All envelope penetrations are to be limited to roof area.

140P4226R0008

d. No penetrations shall be made in the exterior walls without written approval by COR/POC.

7. Contractor shall submit detailed mechanical drawings, including ductwork, vent and fan locations, and roof penetration details, for review and approval by the COR and/or CO prior to installation.

8. Provide new supply and return vents in acoustic tile ceiling as required.

9. Unit shall be connected to a dedicated electrical circuit with overcurrent protection and a disconnect switch located near the unit.

10. Provide a properly sized condensate drainage system to ensure sufficient drainage of water produced by the system. Prevent any potential water intrusion from the unit into the building.

11. The system shall have digital temperature controls and a programmable thermostat.

a. Thermostat must be located as to be ABAAS accessible per section 308 Reachable Ranges, mounted 52”-60” above finished floor.

b. Thermostat should be located within vicinity of entry door. Confirm location on-site with COR/POC prior to installation.

12. System shall be balanced as required to account for air exchange at the kitchen hood.

13. Contractor must perform a full start up and testing of the system after installation to ensure proper operation and efficiency.

14. Provide a written commissioning report that includes system performance data to COR/POC prior to final invoice.

N. Provide and install seven (7) new overhead light fixtures.

1. Remove existing fluorescent fixtures, including any ballasts, lamps, and associated components.

a. Dispose of existing following IAW local guidelines for waste stream/recycling.

2. Provide and install new LED recessed troffer lights.

a. Fixtures shall be compatible with new ACT ceiling system, recessed lay-in installation.

b. Fixtures to be 7,000-7,500 lumens, 4000K-5000K, min IP44 rated with a sealed easy-clean housing, UL listed and meet IECC energy requirements.

3. Position and align new fixtures to match existing fixtures if possible.

a. If existing layout varies from specification, space lights evenly in one row of 4 and one row of 3 according to ACT grid layout.

b. Verify locations on-site with COR/POC prior to installation.

c. Ensure adequate light coverage of space.

4. Ensure secure mounting and clean finish.

5. Ensure light switches are readily accessible in accordance with ABAAS and local electrical codes.

O. Provide and install two (2) emergency lighting units with battery backup to ensure egress illumination in the event of power failure.

1. Emergency lighting units shall be LED type, UL 924 listed, commercial grade, with adjustable lamp heads. Housing to be white.

a. Fixtures must meet the minimum foot-candle requirement along the egress path in accordance with

NFPA 101 and IBC Section 1008.3, including 1 fc minimum at the floor level for egress.

2. Hardwire all emergency fixtures to unswitched circuit per NEC.

a. Provide integral battery backup.

b. Emergency lighting shall automatically activate upon power loss and provide a minimum of 90 minutes of illumination per UL 924 standard.

c. Test units after installation to verify proper operation, including simulated power outage test and battery duration test.

d. Submit manufacturer’s product data and cut sheets to COR/POC for approval prior to ordering.

3. Locate fixtures to provide adequate illumination for the egress path from the kitchen space to the exterior door.

4. Coordinate exact fixture placement with COR/POC to avoid obstructions and ensure minimum light levels per code.

140P4226R0008

P. Provide and install fourteen (14) new receptacles (See Attachment 1 – Schematic Plans-Photos and Attachment 2 – Concessioner Provided Equipment Cut Sheets).

1. Locations:

a. Two (2) GFCI quadplex receptacles to be installed on existing steel structural post. Conduit to be routed above ACT and down existing post. Receptacles to be installed at 44” AFF.

b. Seven (7) GFCI duplex receptacles to be installed at 16” AFF.

c. Five (5) receptacles/connections to be specific to equipment not in contract: (1) freezer, (1) refrigerator, (1) 48” griddle, and (2) 40lb deep fryers. Ensure receptacles are compatible with concessioner provided equipment (not to be provided with this requirement). (See Attachment 2 – Concessioner Provided Equipment Cut Sheets).

i. Provide required power, 208-240V, single phase or 3-phase, 15-20 kW, as specified by manufacturer.

3-phase power required for both fryers.

ii. Griddle will have refrigerated base as described Attachment 2 – Concessioner Provided

Equipment Cut Sheets). Ensure adequate power.

iii. Provide hardwired electrical connections with appropriate breaker sizing for griddle and deep fryers (see Attachment 2 – Concessioner Provided Equipment Cut Sheets).

iv. Ensure all connections are secure, properly labeled, and in compliance with NEC code.

2. Use exiting conduit and wiring pathways where reasonably available and code compliant.

3. New conduit when required:

a. Shall be surface-mounted metal conduit, EMT or equivalent and attached to CMT walls

b. Shall be installed in straight, plumb and level lines, tight to corners, and painted to match wall color.

c. At furred walls all wiring to be run behind walls with no exposed conduit to ensure cleanable surface at wet wall and cook wall.

d. All new CMU penetrations must be approved by COR/POC.

4. GFCI receptacles shall be tamper-resistant, weather-resistant, commercial-grade, 20A, 125V.

a. Cover plates to be industrial grade paintable steel. Paint to match adjacent finishes.

5. All wiring to be copper with appropriate insulation for commercial kitchen use.

6. Test all GFCI for proper trip/reset function, and if not functioning correct prior to final inspection.

Q. Relocate and upgrade electrical panel to meet power requirements.

1. Contractor shall provide design and install services for upgrading the existing electrical panel.

a. The anticipated upgrade is from the current 100-amp, 208V, 3-phase, 3-wire service to a new 225-amp, 208V, 3-phase,…