26M092CN Multiple Location BEQ Parking Lot Repairs SOW.pdf

DISTRIBUTION: DoW COMMUNITY ONLY

Project: Multiple Location BEQ Parking Lot Overlay and Striping Project Number / Contract Number:

Date: 06/17/2026 Location: Marine Corps Base Camp Lejeune (MCBCL) & Marine Corps Air Station New River (MCASNR)

1.0 GENERAL PROJECT DESCRIPTION & OBJECTIVES

1.1 Scope of Work (SOW) Objective

The Contractor shall provide all labor, management, supervision, tools, materials, equipment, transportation, and quality control necessary to execute a professional-grade hot-mix asphalt (HMA) pavement overlay and the complete systematic reinstatement of all surface pavement markings across designated parking facilities at Marine Corps Base (MCB) Camp Lejeune, North Carolina.

1.2 Reference Standards and Specifications

• All work performed under this contract shall comply with the latest editions of the following standards (unless explicitly overridden by NAVFAC / Public Works Department engineering mandates):

• Unified Facilities Guide Specifications (UFGS) Division 1 – General Requirements (inclusive of Project Management, Quality Control, and Submittal Procedures).

• UFGS Division 32 – Exterior Improvements (specifically Section 32 12 15.13 Asphalt Paving).

• Unified Facilities Criteria (UFC) 3-250-01 (Pavement Design for Roads and Parking Areas).

• Manual on Uniform Traffic Control Devices (MUTCD), Federal Highway Administration.

• MCB Camp Lejeune Base Orders and Environmental Compliance Guidelines.

1.3 Engineering Classification

To optimize lifecycle durability, pavement design parameters are structured for low-speed, high-stress vehicle maneuvering and static load-bearing profiles typical of Navy and Marine Corps administrative and operational parking facilities. All engineering procedures, material standards, quality assurance methodologies, and testing protocols shall comply with the referenced Division 1 specifications and applicable UFGS parameters, except where explicitly modified by the Public Works Branch / NAVFAC PWD Camp Lejeune Project Manager.

2.0 PROJECT LOCATION, PHYSICAL DIMENSIONS, AND POINT OF CONTACT (POC)

2.1 Geographic Location and Context

The project work limits are strictly located within the administrative and operational perimeter of Marine Corps Base (MCB) Camp Lejeune, Onslow County, North Carolina.

Paving and striping operations shall target designated high-density parking facilities servicing key command areas, housing sectors, or base logistical complexes.

2.2 Designated Site Location & Dimensional Parameters

The specific site designations, physical boundary descriptions, and estimated areas for the project areas are detailed below. (The Contractor shall execute physical field measurements to verify all quantities, boundaries, and geometries during the mandatory pre-construction survey):

Parameter Value / Description

Project Site Name / Facility Served

BEQ 1140 Parking Area

Specific Location Boundaries Parking area for BEQ 1140, located between Louis Road and Michael Road. (See attached map)

Estimated Pavement Area Approx. 6,800 Square Yards / 61,200 Square Feet

Estimated Full-Depth Repairs Approx. 100 Square Yards / 900 Square Feet

Asphalt Overlay Depth (Compact Thickness)

1.5 Inches (Standard)

POC Gene Rued (910) 451-7457

Parameter Value / Description

Project Site Name / Facility Served

BEQ FC520 / FC525 Parking Area

Specific Location Boundaries Parking area for BEQ FC525, located off Logistics Lanes (See attached map)

Estimated Pavement Area Approx. 15,105 Square Yards / 135,945 Square Feet

Estimated Full Depth Repairs Approx. 100 Square Yards / 900 Square Feet

Asphalt Overlay Depth (Compact Thickness)

1.5 Inches (Standard)

POC GySgt Alan Papstein (910) 451-7515

Parameter Value / Description

Project Site Name / Facility Served

BEQ HP115 / 101 Parking Area

Specific Location Boundaries Parking area for BEQ HP115 / 101, located off C Street. (See attached map)

Estimated Pavement Area Approx. 11,925 Square Yards / 107,325 Square Feet

Estimated Full Depth Repairs Approx. 100 Square Yards / 900 Square Feet

Asphalt Overlay Depth (Compact Thickness)

POC Chuck Callahan (910) 451-8070

Project Site Name / Facility Served

BEQ HP195 Parking Area

Specific Location Boundaries Parking area for BEQ HP195, located off a Street.

(See attached map)

Estimated Pavement Area Approx. 10,850 Square Yards / 97,650 Square Feet

Estimated Full Depth Repairs Approx. 100 Square Yards / 900 Square Feet

Asphalt Overlay Depth (Compact Thickness)

1.5 Inches (Standard)

POC Chuck Callahan (910) 451-8070

Parameter Value / Description

Project Site Name / Facility Served

BEQ HP295 Parking Area

Specific Location Boundaries Parking area for BEQ HP295, located off Julian C.

Smith Road. (See attached map)

Estimated Pavement Area Approx. 11,230 Square Yards / 101,070 Square Feet

Estimated Full Depth Repairs Approx. 100 Square Yards / 900 Square Feet

Asphalt Overlay Depth (Compact Thickness)

Project Site Name / Facility Served

BEQ HP301 Parking Area

Specific Location Boundaries Parking area for BEQ HP301, located near the McHugh Blvd. circle. (See attached map)

Estimated Pavement Area Approx. 3,610 Square Yards / 32,490 Square Feet

Estimated Full Depth Repairs Approx. 100 Square Yards / 900 Square Feet

Asphalt Overlay Depth (Compact Thickness)

1.5 Inches (Standard)

POC Alyssa C. Lane (470) 756-5744

Parameter Value / Description

Project Site Name / Facility Served

BEQ HP435 / HP445 Parking Area

Specific Location Boundaries Parking area for BEQ HP435 / HP445, located off I Street. (See attached map)

Estimated Pavement Area Approx. 6,320 Square Yards / 56,880 Square Feet

Estimated Full Depth Repairs Approx. 100 Square Yards / 900 Square Feet

Asphalt Overlay Depth (Compact Thickness)

Project Site Name / Facility Served

BEQ HP485 / 416 Parking Area

Specific Location Boundaries Parking area for BEQ HP485 / 416, located off I Street. (See attached map)

Estimated Pavement Area Approx. 22,900 Square Yards / 206,100 Square Feet

Estimated Full Depth Repairs Approx. 100 Square Yards / 900 Square Feet

Asphalt Overlay Depth (Compact Thickness)

1.5 Inches (Standard)

POC Chuck Callahan (910) 451-8070

Parameter Value / Description

Project Site Name / Facility Served

BEQ M430 Parking Area

Specific Location Boundaries Parking area for BEQ M430, located off Company B Street. (See attached map)

Estimated Pavement Area Approx. 4,455 Square Yards / 40,095 Square Feet

Estimated Full Depth Repairs Approx. 100 Square Yards / 900 Square Feet

Asphalt Overlay Depth (Compact Thickness)

POC Aaron Green (910) 450-0839

2.3 Site Availability and Abandoned Vehicle Movement

• The official Government representatives for this project are designated below. All vehicular movement and debris removal will be coordinated through PMO and the area noted BEQ POC.

• Expected legal timelines: We must strictly adhere to the 90-day tagging window (in some cases we can get that down to 72 hours). Moving too fast without proper documentation can open the installation to liability.

• Base PMO Procedure:

o Site Survey - Map the parking lot, identify all suspect vehicles, and record

VINs/license plates. PMO can emplace a traffic reading board for mass awareness.

o Base Records Check - Run plates/VINs through the base registration database to identify owners.

o Tagging & Notification - Apply DD Form 2501 (Abandoned Vehicle Notice) warning of impoundment within 72 hours.

o Command Outreach - Contact owners' units directly if they are active duty on base or deployed.

o Towing - Coordinate towing to clear remaining unclaimed vehicles.

• Deployed Service Members: This is our biggest risk. If a vehicle belongs to a deployed Marine/Sailor, we cannot simply impound and dispose of it without coordinating with their Command due to Servicemembers Civil Relief Act (SCRA) protections.

• Base PMO POC: Master Sergeant Thomas W. Jackson - Operations Chief - Provost Marshal’s Office - Headquarters and Support Battalion - MCI East, MCB Camp Lejeune - Email: thomas.w.jackson@usmc.mil - Office: 910-450-2190 - Work Cell:

910-381-9066

• Expect a 90-day turn-around upon the contact to the BEQ POC and Base PMO for removal.

3.0 PROJECT AREA LIMITS, ACCESS, AND SECURITY COVENANTS

3.1 Work Limits and Exclusions

• Horizontal Limits: Paving operations are restricted to established vehicular parking bays, access aisles, fire lanes, and service drives bounded by concrete curb-and-gutter profiles, landscaped boundaries, or administrative structures.

• Vertical Limits: Pavement profile adjustments extend from the prepared surface or structural patches up to the final compacted 1.5-inch asphalt surface overlay elevation.

• Explicit Exclusions: Concrete pedestrian walkways, structural dumpster pads, landscaped islands, and unpaved soil shoulders are excluded from paving. The Contractor must ensure zero structural degradation or bituminous tracking occurs on these excluded assets.

3.2 Access Control, Staging, and Security Gate Coordination

Vehicular access to work areas shall be restricted to designated military security gates. The Contractor is responsible for ensuring all personnel obtain DBIDS (Defense Biometric Identification System) credentials for base access. The Contractor must submit a comprehensive staging and mobilization plan to the NAVFAC Project Manager and Public Works Branch for formal approval prior to deploying heavy machinery, asphalt plant materials, or administrative trailers. Staging must maintain the integrity of daily base operations, emergency access routes, and fire lane corridors.

4.0 PROJECT SCHEDULE, MANDATORY MILESTONES, AND PROGRESS SUBMITTALS

4.1 Period of Performance

The Contractor shall complete all work within the designated period of performance specified in the task order, commencing from the official date of the Notice to Proceed

(NTP).

4.2 Mandatory Milestones and Phase Approvals

The project must proceed in accordance with the sequential phases outlined below. Each milestone requires formal written sign-off from the NAVFAC Project Manager / Public Works Branch of MCB Camp Lejeune prior to the initiation of subsequent work phases. Submittal procedures shall be governed by Division 1 specifications:

Milestone Phase Timeline & Deliverables

Milestone 1: Pre- Construction Submittals & Engineering Approvals

Timeline: Complete within ten (10) business days post- NTP. Required deliverables include the Job Mix Formula (JMF), Contractor Quality Control (CQC) Plan, Accident Prevention Plan (APP), Traffic Control Plan, and pre-paving records.

Milestone 2: Logistics Mobilization & Traffic Control Implementation

Timeline: Complete forty-eight (48) hours prior to the initiation of cold milling. Includes placement of barricades, detour indicators, and public notices.

Milestone Phase Timeline & Deliverables

Milestone 3: Surface Prep, Proof-Rolling, and Cold Milling

Timeline: Duration as per approved schedule. Subgrade patching inspection and written sign-off by Public Works representative required.

Milestone 4: Bituminous Tack Coat and Asphalt Overlay Placement

Timeline: Phase-specific. Application of tack and laying of approved HMA mixture.

Milestone 5: Layout Pre- Marking (“Cat-Tracking”) Verification

Timeline: Immediately following pavement cooling.

Layout verification and alignment approval by Public Works Branch.

Milestone 6: Final Thermoplastic and Painted Striping Application

Timeline: Phase-specific. Reinstatement of all marking systems to match pre-existing configurations exactly.

Milestone 7: Final Inspection, Site Remediation, and Project Closeout

Timeline: Complete prior to contract expiration.

Demobilization, cleaning, punch-list resolution, and final NAVFAC / PWD acceptance.

4.3 Construction Progress Reports

The Contractor shall compile and submit a weekly progress report to the NAVFAC Project Manager detailing task completions, scheduled closures, quality control test results (in accordance with Division 1 requirements), and traffic flow adjustments.

5.0 PRE-CONSTRUCTION DOCUMENTATION AND WORK-SITE PREPARATION

5.1 Pre-Construction Site Survey

• Prior to commencing cold milling or cleaning, the Contractor shall conduct a precise, high-fidelity physical site survey to document:

• Accurate horizontal dimensions, stall layouts, and parking angles.

• Location and dimensions of ADA-compliant stalls, access aisles, and ramps.

• Positioning of directional arrows, STOP bars, crosswalk markers, and specialty stencils.

• Exact boundaries of fire lanes and restricted no-parking zones.

5.2 Photographic and Videographic Benchmarking

The Contractor shall submit a comprehensive, high-resolution digital photo/video log documenting all pre-existing pavement markings to the Public Works Branch and NAVFAC Project Manager. This documentation shall serve as the primary quality control benchmark for final striping verification.

6.0 SURFACE PREPARATION AND MILLING SPECIFICATIONS

The existing pavement surface must be structurally prepared to guarantee asphalt bonding, mitigation, and proper surface drainage profiles in accordance with UFGS Division 32.

6.1 Proof-Rolling and Defect Identification

The Contractor shall proof-roll the existing asphalt surface utilizing a heavy pneumatic-tired roller to identify latent subgrade failure, pumping, or deflection. Unstable areas must be excavated, repaired, and patched prior to overlay operations. The Contractor shall assume a baseline quantity of 100 square yards of full-depth excavation and asphalt repair per site. Final quantities will be verified during proof-rolling in coordination with the NAVFAC Project Manager.

6.2 Full-Depth Repair (FDR) Procedure

• Where subgrade or base failure is identified, a Full-Depth Repair (deep patching) must be executed in compliance with UFGS 32 12 15. The repair must extend completely through the asphalt layer and into the aggregate base/subgrade to address the root structural failure. The execution steps are as follows:

• Boundary Marking: Mark a rectangular repair patch extending at least 18 inches beyond the outer limits of the distressed pavement area to ensure anchoring in stable subgrade.

• Saw-Cutting: Perform a full-depth vertical saw-cut along the marked boundary using a diamond-blade concrete/asphalt saw. Jackhammer or rough edges are strictly prohibited.

• Excavation: Excavate all failed asphalt, unstable aggregate base, and soft subgrade soil down to a solid, unyielding subgrade layer (typically 6 to 12 inches deep, depending on the severity of the failure).

• Subgrade Prep: Level and compact the exposed subgrade soil using a mechanical vibrating plate or compactor to a minimum of 95% ASTM D1557 (Modified Proctor) density.

• Aggregate Base: Install Grade-A Aggregate Base Course (GABC) in lifts not exceeding 4 inches compacted thickness. Compact aggregate base to 98% ASTM D1557 density.

• Edge Preparation: Apply a generous, uniform coat of emulsified asphalt tack coat (complying with ASTM D977 / UFGS standards) to the vertical saw-cut edges and the top of the compacted aggregate base.

• Binder Course: Place UFGS-compliant Hot-Mix Asphalt Intermediate/Binder course (e.g., 19.0 mm aggregate mix) in compacted lifts not exceeding 3 inches in thickness.

• Intermediate Compaction: Compact the binder course to a minimum of 92.0% of theoretical maximum density (ASTM D2041) using a vibratory steel-wheel roller or mechanical compactor.

• Surface Course: Apply the final 1.5-inch surface layer of Superpave Fine mix (9.5 mm or 12.5 mm Nominal Maximum Aggregate Size) flush with the surrounding undisturbed pavement.

• Sealing & Curing: Apply a hot-poured rubberized asphalt joint sealant (complying with ASTM D6690) along the cold-joint seam where the patch meets the existing pavement to prevent water intrusion.

• Details Full-Depth Repair (FDR) Procedure:

|<------------- 18″ Over-cut ------------>| +-----+------------------------------------------+-----+ <-- Surface Course (1.5″ UFGS HMA 9.5mm NMAS) | +------------------------------------------+ | <-- Binder Course (3.0″ UFGS HMA 19.0mm NMAS) | Ex. | | Ex. | | HMA |------------------------------------------| HMA | <-- Emulsified Tack Coat on Vertical Saw-Cut Edges +-----+..........................................+-----+ <-- Compacted GABC Base Course (6.0″ Min. Thickness) | |~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~| | <-- Geotextile Separation Fabric (If required by PM)

| |==========================================| | <-- Compacted Subgrade (95% ASTM D1557 Proctor)

6.3 Cold Milling

• At all boundaries (concrete gutters, sidewalks, and joints), the Contractor shall perform cold milling to prevent featheredges and guarantee flush structural transitions:

• Minimum Depth: 1.5 inches.

• Minimum Width: 6.0 feet along concrete gutter lines to preserve design drainage flow.

• Minimum Width: 12.0 inches for structural butt-joint key-ins at new-to-old asphalt interfaces.

6.4 Surface Cleansing and Tack Coat

• Surface Cleansing: The surface shall be swept utilizing power-brooms to remove all loose aggregate, dust, dirt, and organic matter.

• Tack Coat: Apply a uniform bituminous tack coat in compliance with UFGS standards. Application rates must fall within specified ranges (typically 0.04 to 0.08 gal/sq. yd.). Tack coat applications are strictly prohibited during rain, heavy fog, or when surface temperature drops below 40°F.

6.5 Pavement Overlay Detail Section

• Details

+--------------------------------------------------------+ <-- New 1.5″ UFGS HMA Surface Course (9.5mm NMAS) +--------------------------------------------------------+ <-- Bituminous Tack Coat (0.04 to 0.08 gal/sq. yd.)

| Existing Asphalt Surface | <-- Cleaned & Proof-Rolled

7.0 MATERIAL STANDARDS (UFGS SPECIFICATIONS)

• To minimize localized tearing and power-steering scuffs under static parking conditions, asphalt materials shall comply with strict DoD UFGS standards:

• Asphalt Surface Course: Materials shall consist of UFGS-compliant hot-mix asphalt (HMA) surface course with a 9.5 mm or 12.5 mm Nominal Maximum Aggregate Size (NMAS). Fine-aggregate grading is mandatory to provide a dense, durable surface texture.

• Recycled Content: Recycled Asphalt Pavement (RAP) is limited to a maximum of 15% by weight, subject to formal laboratory verification and approval of the JMF by the NAVFAC Project Manager and Public Works Branch of MCB Camp Lejeune.

• Submittal Timeline: The Contractor shall submit the approved laboratory JMF and aggregate test data (in accordance with Division 1 submittal procedures) to the NAVFAC Project Manager at least ten (10) business days prior to mobilization.

8.0 LAYDOWN, COMPACTION, AND TESTING PARAMETERS

8.1 Compaction Equipment Protocols

• Breakdown Rolling: Accomplished utilizing an approved steel-wheel vibratory roller immediately behind the paving machine.

• Intermediate Rolling: Executed utilizing pneumatic-tired rollers to consolidate the internal matrix and seal surface voids.

• Finish Rolling: Static steel-wheel rollers shall be operated while the mix remains workable to eliminate all roller marks.

8.2 Compaction Density Mandates

• All asphalt pavement shall be compacted to meet strict UFGS and Division 1 quality control density standards:

• Pavement Core Density: Minimum of 92.0% of theoretical maximum specific gravity.

• Non-accessible Areas: Vibrating plate compactors and hand-tampers must be utilized around light poles, dumpster pads, and perimeter curbs to achieve equivalent compaction. Testing and verification must be documented in the daily CQC reports.

9.0 PAVEMENT MARKING, STRIPING, AND REINSTATEMENT

9.1 Technical Mandates

All pavement markings must be restored to match the pre-existing geometry, layout, and line widths exactly.

9.2 Pre-Marking (Cat-Tracking) Protocol

Prior to applying permanent markings, the Contractor shall lay out all lines utilizing temporary chalking or “cat-tracking.” The Contractor shall request a formal site inspection by the Public Works Branch / NAVFAC Project Manager to verify geometry and alignment.

No permanent paint or thermoplastic shall be applied until written approval of the layout is granted.

9.3 Material Specifications

Marking Classification Color Engineering Material Standard

Standard Parking Stalls White Re-stripe utilizing 4-inch-wide lines.

Material must be lead- and chromate-free waterborne latex paint complying with FS TT-P-1952, Type II (fast-drying) and UFGS Section 32 17 23.

ADA Accessible Units Blue / White

Restore all accessibility symbols, wheelchair stencils, and adjacent access aisles to exact federal and base standards using FS TT-P-1952, Type II paint.

Directional Arrows & Stop Bars

White Restore all directional symbols and STOP bars using UFGS-compliant thermoplastic compound. Thickness must be maintained between 0.090 and 0.120 inches to withstand heavy shear forces.

Fire Lanes & Restrictive Curbs

Yellow Paint designated curb faces and hatched safety buffers utilizing FS TT-P-1952, Type II yellow paint.

10.0 SITE PROTECTION AND TRAFFIC CONTROL

Pavement Curing: The Contractor shall secure the work site using high-visibility cones, barricades, and signage. No vehicular traffic shall be permitted on the newly laid overlay until the asphalt has cooled to ambient temperature (below 140°F) to prevent permanent scuffing or tracking.

Emergency Access: The Contractor must maintain unimpeded access for military police, fire-fighting apparatus, and emergency service vehicles. Hydrant access must remain unblocked at all times.

Contractor Security & Base Regulations: The Contractor and all subcontractors must comply with standard Navy Security and USMC installation regulations as outlined in

Division 1. All personnel must pass DBIDS security screening. No photography or electronic logging is permitted outside of the designated project limits.