part_3_statement_of_work__2025-11-18 REV.pdf

LOONEY PLAZA RESURFACING - NAPS WORK ORDER NUMBER 1830323

NAVAL STATION NEWPORT REVISED 11/18/2025

NEWPORT, RHODE ISLAND REVISIONS NOTED IN RED AND UNDERLINED

PART 3 STATEMENT OF WORK / PROJECT PROGRAM - Page 1

Part 3 Statement of Work / Project Program Table of Contents

CHAPTERS

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES

3. SITE ANALYSIS

4. BUILDING REQUIREMENTS.......................................... Not Used

5. ROOM REQUIREMENTS................................................ Not Used

6. ENGINEERING SYSTEMS REQUIREMENTS

A10 Foundations G10 Site Preparations G20 Site Improvements

1.0 PROJECT DESCRIPTION

Looney Plaza is located between Buildings 440 (Perry Hall) and 1372 (Ripley Hall). This exterior plaza has an upper level and a lower level. The work area for this project will be on the lowest level, with the areas including a permeable brick paver system (7,200 SF) with various bands of quartz tile (3,000 SF total.

This project will consist of the demolition and removal of the existing brick paver and quartz tile system and the installation of a new concrete plaza in its place. The requirements set by LID must be met by the design of the new plaza.

The BASE BID for this project includes:

1. Remove the quartz and brick paver system (made of loose laid 4” x 8” bricks 2” thick, with infill of pea stone on rubber spacers), completely, in the work area.

2. Dispose of all materials appropriately.

3. Fine grade and mechanically compact the soil underneath the existing plaza to restore original design grades (grades should be so that water drains to the northwest).

4. Provide an adequate LID system, including drainage, filtration and a retention basin. The location of the LID system is to be determined.

5. Install a minimum 6-inch lift of crushed stone as a bedding layer for the plaza. Slope stone to match underlying soil.

6. Install galvanized welded-wire fabric, 6x6 minimum, 8-guage minimum, and secured to galvanized metal chairs so that the mesh will fall within the middle third of the 6-inch final layer.

7. Install minimum 6-inch thick concrete, fiber reinforced, 5000 psi minimum. Agitate and level

PART 3 STATEMENT OF WORK / PROJECT PROGRAM - Page 2 throughout, sloping to drain to match existing. Finish shall have slight non-slip surface.

8. Cut in control joints, in a pattern at 5 feet by 5 feet.

9. The new Looney Plaza shall also serve as a fire lane. If requirements for fire lane conflict with items 5, 6 or 7 in this section, fire lane requirements shall take precedence. At a minimum, the plaza must be able to adequately support the largest piece of apparatus operated by Naval Station Newport, an 82,000 pound Pierce mid-mount ladder truck.

OPTION 1 includes:

1. Provide color and pattern on concrete surface (Attachment 2), using a water based stain after completion of concrete curing, and finish coat to complete and protect the color-pattern process. Colors shall be selected to match the surrounding environment. Contractor shall provide samples of concrete colored with water based stain for each color prior to use on Looney Plaza. A specification for concrete stain is attached to this RFP as Attachment 1.

Follow all manufacturer installation requirements for stain.

2.0 PROJECT OBJECTIVES

The objective of this project is to provide NAPS with a safe area for their students to muster and train. The current plaza presents numerous trip hazards with its loose bricks, fracturing quartz tile and uneven grades. By replacing the bricks and tiles with a continuous concrete slab, all trip hazards and uneven surfaces will be eliminated. The new concrete surface will be much more durable than the old one and should last for many years. All work shall be conducted in a way to minimize impacts to NAPS operations. Contractors shall coordinate activities with NAPS and NAVFAC personnel to ensure minimal disruptions. For informational purposes, NAPS does not have students in session during their summer recess, 10 MAY to 20 JULY.

2.1 APPLICABLE CODES AND STANDARDS

Not Used

2.2 SUSTAINABLE DESIGN

Design and construct project per sustainability requirements identified in Section 01 33 29, Sustainability Requirements and Reporting. Additional specific sustainability requirements are found in this document.

2.3 STORMWATER MANAGMENT - LOW IMPACT DEVELOPMENT

(LID)

Provide a design that incorporates low impact development strategies complying with UFC 3-210-10, Low Impact Development. For Navy and Marine Corps projects, comply with Navy LID Policy (commonly referred to as the Penn Memo). The Navy LID policy sets a goal of no net increase in stormwater and sediment or nutrient loading from major renovation projects and construction projects. Major renovation projects are defined as having a storm water component and exceeding $5 million and major construction projects are defined as exceeding $750,000.

If the project footprint exceeds 5000 SF (464.5 SM) and does not maintain the predevelopment hydrology to the maximum extent technically feasible (METF), these constraints must be

PART 3 STATEMENT OF WORK / PROJECT PROGRAM - Page 3 documented on the NAVFAC LID Data Card (NLDC) and approved by the Government's civil reviewer. The NLDC can be found at:

http://www.wbdg.org/pdfs/NAVFAC_LID_Data_Card_v2.0.pdf . If LID is not implemented to the METF as defined in UFC 3-210-10, Low Impact Development, a waiver must be obtained from the Regional Engineer. Coordinate waiver review and approval with civil Technical Discipline Coordinator (TDC). LID Waiver Form can be found at:

http://www.wbdg.org/docs/NAVFAC_LID_Waiver_Form_v3.doc .

These policies are in addition to State or Local storm water management program permit requirements. The DOR must balance all applicable requirements, Federal, State, Local and the above stated policies, and acquire required regulatory permits when managing stormwater generated.

The Federal Consistency Determination and Appendix A checklist must be submitted to the Rhode Island Coastal Resources Management Council (RICRMC) and the RICRMC must determine that the proposed project is consistent to the maximum extent practicable with the state approved plan. This documentation must be in place PRIOR to the start of any construction. The use of this property will not change. The DOR will be responsible for submitting all documents to RICRMC. The Government must first review and approve all documents before submission.

3.0 SITE ANALYSIS

Site analysis is as described below.

3.1 EXISTING SITE CONDITIONS

The site is located between Buildings 440 and 1372. Existing utilities under the existing plaza include a water line and a storm drain. Additional utilities may be encountered under the existing plaza during construction and should be reported to the Contracting Officer immediately.

Geotechnical Data:

The Government provided geotechnical data is considered to represent subsurface conditions existing on the project site. No additional investigation is required.

Notice to the contractor is required that the project work area is located on Environmental Restoration (ER) Site 23. Site conditions are described in the Administrative Record at http://go.usa.gov/DyNw. Naval Station Newport (formerly Naval Education & Training Center} is a National Priorities List (NPL) site for various areas of contamination (AsOC). These AsOC are being studied and cleaned up under the Navy's Environmental Response Compensation and Liabilities Act (CERCLA) program. AsOC are located in close proximity to the project site. Personnel who disturb or contact soil and/or sediments in these AsOC must have completed 40 hours of training and be HAZWOPER certified in accordance with OSHA 29 CFR 1910.120 Hazardous Waste Operations and Emergency (HAZWOPER) regulations. In addition, an Offsite Site Rule (OSR) Form must be submitted to the United States Environmental Protection Agency (USEPA) for approval to remove soils from the project site for offsite disposal. The OSR shall be submitted to Naval Station Newport's Environmental Office for processing. The NAVSTA Environmental Office shall submit the OSR to the USEPA Region 1 Solid Waste Program Manager for their approval.

3.2 SITE DEVELOPMENT

PART 3 STATEMENT OF WORK / PROJECT PROGRAM - Page 4

Vehicular Access and Circulation

This project will require an entrance road from Elliot Ave.

4.0 BUILDING REQUIREMENTS

Not used.

5.0 ROOM REQUIREMENTS

Not used.

6.0 ENGINEERING SYSTEMS REQUIREMENTS (ESR)

A10 Foundations G10 Site Preparations G20 Site Improvements G30 Site Civil/Mechanical Utilities G40 Site Electrical Utilities

A10 FOUNDATION

Work is limited to a concrete plaza installation and does not include structural foundation work.

G10 SITE PREPARATION

Perform a topographic survey of the project site and include it in the design drawings. Physically verify the location of all existing utilities.

Jurisdictional tidal and non-tidal wetlands have not been identified on the project site.

Refer to Standard Design-Build Template section G10, included in Part 5 of this RFP.

G1010 SITE CLEARING

Minimize removal and disposal of all trees required for project construction.

Burning will not be allowed.

All grubbing and clearing residue, demolished material, rubbish and debris generated by this project must be hauled off-site and off station by the Contractor.

G1020 SITE DEMOLITION & RELOCATIONS

Preserve all existing utilities, bollards and curbing.

G1030 SITE EARTHWORK

PART 3 STATEMENT OF WORK / PROJECT PROGRAM - Page 5

Provide grading so the site will drain in accordance with LID plan. Blasting for rock excavation will not be permitted.

Provide materials required in excess of those resulting from excavations from off Government property.

All unsuitable material and surplus excavation must become the property of the Contractor and must be disposed of off Government property.

G20 SITE IMPROVEMENTS

Provide accessibility in conformance with applicable requirements of UFC 1-200-01 , General Building Requirements.

Refer to Standard Design-Build Template section G20, included in Part 5 of this RFP.

G2050 LANDSCAPING

Provide complete landscaping consisting of lawn, groundcover, trees, and shrubs, and organic mulches as required to provide a quality, cost-effective, functional and visually appealing landscape program that will enhance the development, while complying with all applicable anti-terrorism, force protection and physical security requirements. The landscape design must reinforce the facility entry and complement existing landscapes in the vicinity. Provide landscaping resistant to deer.

Guarantee all landscaping for a period of one year. Provide a one year Establishment and Maintenance period. Landscaping Guarantee and Establishment and Maintenance periods must commence on the date that the inspection by the Contracting Officer shows that all landscaping under this contract has been satisfactorily installed.

Provide a planting soil mixture composed of 100% topsoil around root balls of shrubs, trees, groundcovers, and perennials that is at a minimum, twice as wide and equally as deep as the plant's root balls. Set tops of plant rootballs 2 inches (51 mm) above adjacent grades.

Seed areas indicated to be turfed in Part 6. Restore existing turf areas disturbed by Contractor operations that are to remain as turf areas. Restore by means of seeding and provide same guarantee and maintenance as for new landscape areas.