Federal Bureau of Investigations Criminal Justice Information Service Division Complex

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Federal Bureau of Investigations (FBI) Criminal Justice Information services (CJIS) Division Complex Campus Paving, Repair and Maintenance in Clarksburg, West Virginia 

Meltech completed this project for the Federal Bureau of Investigations (FBI) Criminal Justice Information Services (CJIS) Division Complex Campus Paving, Repair and Maintenance project in Clarksburg, West Virginia. 

This work was completed on the CJIS Campus. The campus location is on approximately 35 acres of asphalt pavement that includes parking areas, roadways, docks, access driveways and walking paths. The site pavement is original to its construction in 1993-1994. Multiple areas of exposed coarse aggregate with noticeable spider cracks throughout the wearing course were identified in this project for repair. The roadway from the East Gate to the Child Development Center (CDC) also had visible cracking along the cold joints where the original paving passes stopped and started. The shoulders along this road were eroded and also required restoration. Several drop inlets (drains) had identified failing concrete basins that required repair to continue proper drainage of the parking lots. The concrete damage posed safety concerns for the campus and required repairs in order to ensure safe activities in the area. 

Meltech developed a work plan and method of execution for the work in accordance with the design package. The work plan included a schedule, phasing plan, submittals, QC Plan, Traffic Control plan, Asphalt Testing plan and a Millings Disposal plan. Each plan submitted required approval prior to construction. The project also required several safety plans prior to start. Meltech management worked directly with our safety department to complete the Environmental Protection Plan, Accident and Prevention Plan (APP), Activity Hazard Analysis (AHA), Crane Critical Lift Plan with proof of qualification for crane operators, Indoor Air Quality Management Plan (IAQ), Construction Site Plan, Traffic Control plan, Waste Management Plan, 

The work included approximately 67,220 sq. yds. of repair work. Majority of the work was concentrated on the wearing course. The wearing coursed required 1-1/2” to 2” to be milled and overlaid with 1-1/2” to 2” of new asphalt. A total of 6 catch basins were identified for repairs. There was approximately 2460 SF of full depth repair and other miscellaneous repairs completed with the project package. 

Understanding the work identified in this project as asphalt repair, Meltech immediately recognized the need to complete this work prior to the start of winter. This project was completed for multiple parking lots, access drives, walking paths and other areas of occupancy. Being an occupied facility Meltech understood the work had to be coordinated with the daily activities of the campus. With these considerations in mind, Meltech submitted a fast-tracked schedule to complete the work in after hours, weekends and in double shift. This work was completed in half the time and included 2 additional modifications for an addition of shoulder stone and other miscellaneous items; for a contract completion of an entire 6 months early.  

Federal Bureau of Investigations J. Edgar Hoover Headquarters Design Build

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Federal Bureau of Investigations (FBI) Design Build Construction Services for the Courtyard Renovations at the J Edgar Hoover FBI Building Headquarters in Washington, DC

This project was for the Federal Bureau of Investigations (FBI) Design Build Construction Services for the Courtyard Renovations at the J Edgar Hoover Headquarters in Washington, DC. The current courtyard has become a safety hazard. Employees and visitors have begun complaining of trip hazards, and pools of standing water (which freeze in the winter). The standing water and poor drainage of the courtyard are causing leaks in the ceiling below the courtyard, leading to displacement of employees, damage of equipment, and some instances of mold/mildew. Finally, the stairs that lead to the second floor are beginning to deteriorate to the point where foot traffic is being impeded. Due to the safety and health issues caused by the J. Edgar Hoover Building’s courtyard disrepair, the FBI was seeking options for repair solutions to make safe the courtyard and stairs, as well as address the poor drainage of the area.

This project was to provide the FBI a conceptual drawing of three (3) options for executive decision-making and to repair the courtyard area to include the removal of the failing pavers, waterproofing of the structural slab, repair or replacement of the courtyard stairs (based on structural survey), and installation of proper drainage for the courtyard area to eliminate pooling of water. The courtyard must drain properly in heavy rains, provide a safe walking area for employees, and provide a parking/turnaround area for visiting Distinguished Visitors’ (DV’s) vehicles (up to 3 armored Sport Utility Vehicles (SUVs).

The project required Meltech to perform site investigation, investigation of options, development of design concepts and production of an investigation report, including a discussion of options with recommendations and cost estimates. Meltech provided three (3) options for the courtyard repair and improvement.

The options provided were:

  1. Replacement of the surface in kind. This option included the work identified above, and included the phased reinstallation of granite cobbles (maximization of cobble re-use) in a “Wishbone” or “Roman Cobble” pattern (as currently exists). All cobbles were grouted and sealed to repel and direct water to the drains.
  2. Replacement of the surface with a stamped concrete or equivalent surface. This option included the work identified above, and included the phased installation of a surface that met the project objectives.
  3. Replacement of the existing surface with a combination of an installation of landscaping/greenspace features with a structural surface as described in the first and second options. This option includes the work identified above, and also accommodated pedestrian and limited vehicular traffic. The greenspace design included paths between the Official Visitor Screening Center located on Pennsylvania Avenue and other main building entrances off the courtyard. The “landscaping” was low to no maintenance (artificial turf options were encouraged).

This project was considered extremely time sensitive to the FBI. The Courtyard was required to be fully available for FBI use before the 2015 FBI Family Day scheduled for the 3rd week in June. Meltech completed the project on time for the FBI Family Day.

Quantico Marine Corp Base Child Development Center

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NAVFAC Quantico Marine Corp Child Development Center HVAC Repairs in Quantico, Virginia

Meltech completed this project for the Naval Facilities Engineering Command Washington for the repairs to the HVAC systems at the Child Development Center at the Quantico Marine Corp Base in Quantico, Virginia.

Quantico Marine Corp Base ICS & Larson’s Gym

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NAVFAC Quantico Marine Corp Base Substation Repairs at the ICS & Larson Gym in Quantico, Virginia

Meltech completed this project for electrical repairs to the substation at the ICS and Larsons Gym at the Quantico Marine Corp Base in Quantico, Virginia. Larson’s Gym started life as an aircraft hangar in the 1930s as the current Quantico Airfield was under construction, years later, half of the hangar was converted into the base gym and the museum’s restoration shop took over the other half.

The work consisted on the testing of the battery chargers and replacement for defective; testing of forty-four (44) relays and twelve (12) vacuum breakers; new relay setting provided by the Public Works Branch installed in relays; and replacement of eight (8) existing batteries to include interconnects and battery racks. All technicians onsite were Level III NETA Certified.

Quantico Marine Corp Base Building 3228

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NAVFAC Quantico Marine Corp Base Building 3228 in Quantico, Virginia

General Synopsis

Meltech completed this project for the Naval Facilities Engineering Command Washington for the replacement of the modular office and installation of a new mezzanine at Building 3228 at Quantico Marine Corps Base in Quantico, Virginia. The project was completed in 3 phases: Phase 1: Demolition and Removal; Phase II: Installation; and Phase III: Installation of Storage Racks.

Further Details

Phase I – Demolition and Removal

Demolition and removal of preexisting pre-fabricated office and security cage.   

Phase II – Installation

Installation of a four wall single story, load bearing modular office with above Mezzanine in the Northeast comer of building 3228. The new modular office was installed at least 8″ above existing ground level to avoid possible flooding. The modular office required a 2 hour fire separation.

This modular office spanned from the Northeast side of building 3228 to the Westside. (Approximately 19’0″ x 10’0″ = 190 square feet).  The expansion provided enough space to accommodate two (2) workstations at the north side wall and accommodate five (5) single workstations at the southeast corner wall of the office.

The office included (2) two office solid doors 90 min fire rated with all required hardware on south side wall of office along with the installation of a 15′ x 4′ window.

Three (3) outlets in the north side wall, five (5) outlets in the south wall. Two (2) outlets on the east side wall and two (2) outlets on the west wall.

Stairs with hand rails (outside) west side of the office for accessibility to the above office Mezzanine space. Mezzanine required a rail at least 42″‘ high, with a flip over gate at the south side of the mezzanine for loading.

HVAC unit with minimums of 12,000 (BTU) cooling and 10,500 BTU heating. (Note: HVAC was a component of the Modular Office which required the drain lines installed to provide proper drainage of condensation that may cause any damage to the new structure.

Connect all power requirements from the preexisting power box inside of building 3228 for the new pre-fabricated office.

PHASE Ill – Installation of Storage Racks

Installation of Republic Storage rack system type at the Southeast side of building 3228, at locations E I -E3 and F I – F3. Three (3) upright frame columns 10′ high, same gauge as the existing upright at building 3228, and eight (8) Beams 8′ long and eight (8) wiring mesh shelving similar to the one at the current shelving.

Quantico Marine Corp Base Butler Stadium

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NAVFAC Quantico Marine Corp Base Butler Stadium in Quantico, Virginia

Meltech responded to the emergency request for the NAVFAC Quantico Marine Corp Base for the repairs to faulted circuits at the Butler Stadium.

Quantico Marine Corp Base Officer’s Candidate School (OCS)

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NAVFAC Quantico Marine Corp Base Officer’s Candidate School (OCS) Parade Deck in Quantico, Virginia

General Synopsis

Meltech completed this important project for the Naval Facilities Engineering Command (NAVFAC) Washington at the Quantico Marine Corp Base in Quantico, Virginia for the renovations and repairs to the reviewing stand at the Officer’s Candidate School (OCS) Parade Deck.

The Officer’s Candidate School (OCS) reviewing stand is the centerpiece for all training company graduations, drill competitions, retirements, VIP visits and numerous other special engagements that occur often aboard Brown Field. Senators, congressmen, cabinet level  officials, interagency officials, foreign dignitaries, various VIPs, and family members from all over the United States, either experience the reviewing stand during graduation ceremonies or at least see it during official visits.

The current OCS parade deck reviewing stand consisted of a carpet covered concrete pad with a leaking roof, basically a carport, which was neither elegant nor accommodating and does not represent OCS, nor the Marine Corps, in a professional light. The renovations completed were to better accommodate OCS guests with increased overhead coverage, flowing aisle ways and reception areas; facilitate ceremonies with greater functionality and appearance; and reduce manpower requirements with its permanence.

Meltech completed selective demolition, architectural, civil, structural and electrical work to complete this important project.

Further Details

The project consisted of the following:

Selective Demolition: to include the removal and disposal of the existing indoor/outdoor carpet from the concrete reviewing stand; removal and disposal of the existing metal roofing, taking care not to damage the frame work for future use; removal and disposal of the existing flag poles and bases from front of the reviewing stand and the removal of the existing speakers and wire from the structure for reuse.

Architectural: provided and installed new ribbed steel roo; prepared existing concrete curface to accept concrete slab poured over existing; form and pouring in place concrete to create a stepped seating – – existing seating consists of four rows at two levels – – new slap created a 6” rise for the second row, a 6” rise for the third and fourth rows; provided a smooth finish for the concrete; provided and installed 110 vinyl/metal folding stadium style seats attached in four rows on the slab; paint frame of structure with exterior weather/rust resistant paint.

Civil: provided a concrete slab 12’ x 20’ adjacent to the existing concrete pad at the rear of the reviewing stand; provided a concrete handicap ramp and railing in the back of the reviewing stand that meets ADA requirements; provided a set of concrete stairs to back of reviewing stand from grade.

Structural: provided steel framing to extend roof three (3) beyond the existing edge of the current roof line at the front of the reviewing stand.

Electrical: reinstallation of speakers and speaker wire; attaching speakers at or near roof structure.

Walter Reed National Military Medical Center Tranquil Hall

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NAVFAC Walter Reed National Military Medical Center Building 62 Tranquil Hall Living Suites

The project was for interior construction, interior finishes, plumbing and selective building demolition. The project was to provide replacement ABA/ADA plumbing fixtures in Building 62 Tranquil Hall Movie Room and Gathering Place Austin’s Playroom Lobby & Warrior Café and living suites, bathrooms and at Walter Reed National Military Medical Center in Bethesda, Maryland. The work was performed on the 3rd floor basement, 2nd floor basement, 1st floor basement, and 1st floor levels.

The project required that a barrier-free design be installed in accordance with the requirements of the Federal Accessibility Standards (UFAS) as required by 42 U.S.C. 4151-4157, Architectural Barriers Act (ABA) of 1968, and consistent with 29 U.S.C. 794, Rehabilitation Act of 1973, but also had to meet the requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAG).

The fixture replacements included:

  • Removal and replacement of 35 shower/tub units
  • Removal and replacement of 153 kitchen sink faucets
  • Removal and replacement of 306 handheld shower heads (including stainless steel hoses)
  • Furnish and install 153 bidet toilet seats and associated plumbing and electrical GFI outlets to existing spare breakers (this will be installed by surface mounting plumbing and electrical inside laundry room)

Walter Reed National Military Medical Center Steam Lines

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NAVFAC Replace Steam & Condensate Piping at Walter Reed National Military Medical Center in Bethesda, Maryland

General Synopsis

Meltech completed this project for the Naval Facilities Engineering Command Washington at the Walter Reed National Military Medical Center in Bethesda, Maryland. This project was for the replacement of the steam and condensate piping to Buildings 11, 13, 14 and 20.

The project consisted of replacing the steam and condensate piping to Buildings 11, 13, 14 & 20 for the Naval Facilities Engineering Command Washington at the Walter Reed National Military Medical Center in Bethesda, Maryland. The project consisted of replacement of direct buried steam and condensate piping between Utility Tunnel # 5 and the Building 14 Mechanical Room along a partially new alignment and the replacement of steam and condensate piping between Building 16 and Buildings 11 and 27 along the existing Loop # 4 alignment through Manhole STML3504 and a new alignment from Manhole STML3504 to Buildings 11 and 27. The work also included the addition of a manhole to serve future Building 13 and building 20 renovations and the replacement of the Building 27 Manhole STML0304. Sequencing was required to cross connect exiting Loop #4 and Loop #7 in the basement of Building 17 prior to the start of demolition to maintain steam to buildings downstream of Manhole STML1304 during construction. The work was directly completed for Buildings 11, 13, 14 & 20 however the work was located between Buildings 14, 16, 17, 27 and 11.

Further Details

The project started with the goetech and retaining wall engineering and MOT, SCE, AGIP, SSF and portable sediment tank installation. Meltech completed the following:

  • Demolition of existing steam lines
  • Supplied, fitted and insulated approximately 340′  of 5″ SCH  40,  543′  of  3″ SCH  40  and  83′  of  2″  SCH40   black  Multi-Therm 500  direct  buried Steam pipe,
  • Supplied, fitted and insulated approximately 340′  of 3″ SCH 10 and 612′ of 3″ SCH   10 stainless Multi-Therm 500  direct  buried  condensate pipe,
  • Supplied, fitted manhole  0904 insulation of new pipe with 2″ insulation and aluminum jacket,
  • Supplied and fitted manhole  3504, new manhold North, new manhole South, Building 14, Building 11, Building 17, Building 27 insulation of new pipe with 2″ insulation  and aluminum jacket,
  • Building   27  interior  connections  to  new  steam   and  condensate lines exclude  any isolating flanges, scales pockets, condensate drain lines, shut off  valves,  check valves,  steam traps, etc. 
  • Provided   sump   pump  unit  for  new  north  and  south manhole and up to 40′ of 2″ piping to closest storm drainage     
  • Access  ladders  for  new  north  manhole,  south manhole and 3504 man holes includes vents and vent caps for new north and south manholes
  • Shop drawing  for buried pipe system (provided  by pipe manufacture)
  • Shop drawings for pipe system located in Mechanical rooms of building 11 and 14 where applicable.
  • Opening up of  valve  in  manhole   1104  after  work  in  building   11  and  17 
  • Replaced Sidewalk and Curb where demoed and Flag Pole Foundation
  • Repaired Spalding Concrete Manhole
  • Reinstallation of the Bike Rack, paving where demo’d, retaining wall across from Bldg. 17 that was demo’d and seeding and mulching of all disturbed areas.

Additional services performed included the geotechnical, concrete thermostat blocks and kickers, provided As-Built Drawings, performed the excavation and removal, welding inspections, imported the backfill materials for utilities, provided landscaping, test pits, sediment and erosion control, installation of temporary construction fence and temporary ADA compliant sidewalks, cathodic protection, sump pump installation and demolition and reinstallation of minor electric.

The main aspects of the work were:

  • Furnishing, installing and insulating approximately 340 feet of 5-inch SCH 40, 543 feet of 3-inch SCH 40, and 83 feet of 2-inch SCH 40 black Multi-Therm 500direct buried steam pipe.
  • Furnishing, installing and insulating approximately 340 feet of 3-inch SCH 10 and 612 feet of 3-inch SCH 10 stainless steel Multi-Therm 500direct buried condensate pipe.
  • Furnishing and installing a number of items, as shown on diagrams, in about one dozen manholes. All new piping to be insulated with 2 inches of insulation and aluminum jacket.
  • Furnishing and installing in Buildings 11, 13, and 14 a number of items as specified in the plans. All new piping to be insulated with 2 inches of insulation and aluminum jacket. Building 11 contained a condensate return unit.
  • Demolition of existing steam and condensate lines.
  • Connections included isolating flanges, scales pockets, condensate drain lines, shut-off valves, check valves, steam traps, etc.
  • Provide sump pumps for identifies units and up to 40 feet of piping to nearest storm drains
  • Provide access ladders, vents and vent caps for identified (on plans) manholes
  • Provide shop drawings for buried pipe system and for pipe systems located in mechanical rooms of Buildings 11 and 14
  • Maintaining strict adherence to, and “paper trail” for compliance with, the American made Act for all steel, pipe, carbon fittings, carbon valves
  • Demolition of asphalt curb and sidewalk covering areas with lines
  • Excavation the areas to install new lines
  • Demolition of old lines
  • Installation of new steam and condensate lines
  • Backfilling of trenches, installation of stone, replacing asphalt, concrete sidewalks and curbs.
  • Supplying Maintenance of Traffic for all operations including road plates
  • Excavation of areas for, and installation of, cathodic protection on newly emplaced lines
  • Final stabilization on excavated area including seed and mulch

Initial activities included:

  • Set up of erosion and sediment controls including super silt fence
  • Set up of temporary construction fence, orange safety fence, and tree-protection fence
  • Provision of portable sediment tank and dumpster
  • At-grade storm drain inlet protection
  • Geotechnical testing

In addition there was demolition of an existing site retaining wall, and subsequent replacement of the wall (concrete wall, 7 feet high) plus provision of 30 inch wide wooden walkways.

Related work included:

  • Demolition of then-existing site retaining wall across from Building 17 and subsequent re-installation
  • Removal of flag pole with crane and subsequent reinstallation
  • Demolition of flag pole base and replacement with new base
  • Demolition of five existing light poles and associated equipment
  • New foundation and concrete for five existing light pole bases
  • Removal of bike rack, then reinstallation
  • Demolition of asphalt, curb, paving and sidewalk as appropriate with saw cutting included, and subsequent replacement
  • Supplying Maintenance of Traffic for all operations including steel road plates
  • Demolition of five trees and root pruning of two others, plus demolition of a number of bushes
  • Replacement of bushes
  • Protection of trees
  • Seeding and mulching
  • Set up of erosion and sediment controls including super silt fence
  • Set up of temporary construction fence, orange safety fence, and tree-protection fence
  • Provision of portable sediment tank and dumpster
  • At-grade storm drain inlet protection

Walter Reed National Military Medical Center Larsons Gym

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NAVFAC Walter Reed National Military Medical Center Convert Part of Warehouse Building 226 to Auxillary Gym in Bethesda, Maryland

Meltech completed this important project for the Naval Facilities Engineering Command Washington for the conversion of part of Building 226 warehouse to an auxillary gym. This work was completed at the Walter Reed National Military Medical Center in Bethesda, Maryland.

The work consisted of the construction of interior partition walls approximately 175ft total length approximately 10.5’ high with 2×8 blocking to the north side of the existing center beam. This reduced the 50% footprint. One wall double sided approximately 40 feet in length with unfinished plywood creating a partition wall off the center of the building running east to west. The west wall was approximately 50 feet in length finished one side with unfinished plywood. The north wall approximately 24 feet in length to the light switch by the door with unfinished plywood, and the east wall from the partition wall approximately 21 feet in length to the roolup door. All plywood to be ¾” tongue and groove subfloor grade.

Meltech completed the relocation of the existing condensate drain line from the AC unit approximately 6 inches towards the rear of the building to provide clearance for the wall construction.

Meltech purchased and installed approximately 2,00 sf of interlocking rubber, “Locktuff”, flooring, minimum of ¾’ thick. Flooring was removable. The flooring installed must be able to be removed at a later date.