Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
Drainage from pre-law mining has lubricated a hillside and caused a slide at a site in Perry County, Kentucky. A combination of excavation and drainage controls will be implemented to remedy this issue. The project site (approximately 2.9 acres total with an expected 2.0 acres of disturbance) is located at 37.323053° N, 83.250232° W. The physical address is 325 Harvey Lane, Hazard, KY 41701 and is located off KY-15. Within the unstable area, a total of 1.0 acres of trees will be disturbed. Within the stable areas, a total of 0.5 acres of trees will be disturbed. The waste area (total area approx. 3.6 acres with an expected 2.0 acres of disturbance) is approximately 4.0 miles from the project area and is located at the following coordinates: 37.301001° N, 83.228472° W. It is a waste area that has been utilized for previous AML projects. If required, AML will elect to make a voluntary payment to the Imperiled Bat Conservation Fund in accordance with a determination from USFWS.
This project is a one for one lighting replacement of the Webber Building on the Department of Criminal Justice Training Campus. In the Webber Building, all existing light fixtures will be replaced with new LED light fixtures. Some ceiling grid rework will be required.
This project includes the removal of an existing foam system over concrete deck on the Hopkinsville Community College Academic Building and the installation of a new roofing system. The new system will consist of a modified bitumen roofing system over wood fiber cover board and 4″ of rigid insulation on top of the existing concrete roof deck. Additionally, the existing solar array is to remain in place during construction and flashing details incorporate the solar array connection points into the roofing system accordingly.
Estimated Length of Project:
(Substantial Completion) + 365 Calendar Days (Final Completion)
Site # 1&2
Starting at the London AML office located at 85 State Police Road, take I-75 South for 30.1 miles then take Exit 11 towards Williamsburg/KY-92E. Take left off exit ramp onto HWY 92W. Travel 0.3 miles and turn left onto S HWY 25 then travel 0.6 miles to stop light. Turn right onto HWY 92E towards Pineville. Travel 9.2 miles and turn left onto Maple Creek Road. Travel approximately 0.2 miles and turn right into the driveway located at 100 Maple Creek Road. To access Site #2, drive just past this driveway and keep right. Follow dirt path to pond.
Latitude: 36°45’43” Longitude: 84°3’10”
Site # 3
Starting at the London AML office located at 85 State Police Road, take I-75 South for 30.1 miles then take Exit 11 towards Williamsburg/KY-92E. Take left off exit ramp onto HWY 92W. Travel 0.3 miles and turn left onto S HWY 25. Travel 0.6 miles to stop light and turn right onto HWY 92E towards Pineville. Travel 5.4 miles and turn left onto Bunches Creek Road and travel 0.7 miles. Take first and second driveways on right to residences located at 760 Bunches Creek Road, Williamsburg.
Latitude: 36°45’11” Longitude: 84°6’13”
The Project will upgrade the building automation system in Central State Hospital Units 201A through 201H, 201J, and 201K, a total of ten contiguous Units located in the Main Hospital. The work of the Project involves removal of the existing pneumatic BMS system and above ceiling VAV units. Upgraded system components include BMS front-end, DDC controls, terminal units, DOS thermostats and all associated wiring, hardware, raceways, and programs for a fully operational building automation system. All work of the Project must be performed in accordance with the ICRA guidelines established by CHS. Work must be coordinated with CSH and performed within the work periods established by CHS.
This project intends to repair and stabilize the deteriorating exterior of the dorm units at Northpoint Training Center. Work will include replacing spalled and missing masonry, repairing vertical cracking and step cracking with helical ties, removing unstable masonry, and replacing with new masonry using a new mechanical tie-back system. All masonry will be cleaned and coated in a water repellant. Window repairs will include removing and installing new sealant and replacing deteriorated stone windowsills with new where specified. In addition, window metal security grates will be removed, repainted, and reinstalled with new fasteners after repairing any related masonry damage.
The Kentucky State Police, Post 11, Building Renovations project is being undertaken to extend the usable life of the building and to maintain the weather resistance. The existing roof assembly is a modified bitumen on a single slope, surrounded by parapet walls. The existing scuppers have no crickets to direct the water flow. Scuppers extend beyond the face of the parapet and daylight at the roof level where storm water drops to a concrete splash pad at grade.
The roof will be replaced with a new SBS modified bitumen roof assembly, cover board, and insulation. The building will also receive new scuppers (at new locations), conductor heads, downspouts, metal coping and accessories such as a roof access ladder.
The façade is showing many signs of decay, as there are many visible areas of cracking in the brick and signs of attempted repair with sealant and/or spray foam. The building has exposed steel beams around the façade that are showing signs of early deterioration. The masonry above the steel beams will be removed to install new through-wall flashing and reconstructed from the salvaged masonry. The remaining damaged masonry will be repaired, and the exposed beams are to be cleaned, painted with anti-corrosion paint (exterior and interior). The exposed exterior of the beams are to be covered with an insulation and metal panel wall assembly. The building is also to receive new storefront windows (ballistic Level 3 rating) and masonry infill of the existing garage doors to better accommodate the needs of the user group. Finally, all the existing and repaired masonry is to be painted with breathable, exterior-grade masonry paint.
Demo entrance area including cladding, trims, door, stoop and replace with new.
Demo steps and add new steps, ramp.
Demo wall between the bathroom and the office to renovate the (2) spaces into a new ADA bathroom with new finishes, fixtures & accessories.
This project consists of replacement of the packaged chiller and associated equipment at the RPC Phase 1 Building at the Elizabethtown Community & Technical College (ECTC) Main Campus. The work generally consists of, but is not limited to, the following: removal of 200-ton chiller, installation of 300-ton chiller, replacement of chilled water pumps, the addition of pump VFDs, and the installation of capped valves for future connection to Occupational Technology Building (OTB) 100. Trades involved include, but are not limited to, the following: demolition, HVAC piping, HVAC insulation, electrical, temperature controls, and building automation system integration.
This project will replace all exterior windows and aluminum entry doors at Bradford Hall at Kentucky State University. As part of the window replacement, existing steel lintels will be remediated or replaced as necessary, exterior brick will be cleaned, all exterior hollow metal doors and frames will be replaced, new entry security hardware, and several new brick expansion joints will be added to alleviate the expansion causing cracks to open in the exterior envelope. To protect the building envelope, several existing trees and vines growing on the brick will be removed, and an abandoned mechanical enclosure will be demolished. A new entry canopy at the main entrance and a small canopy at the landing entrance to the Business Wing will also be added. To hide the loading dock that faces Main St., a new screen fence will be erected along the existing drive. GC shall work with KSU’s Campus Security system hardware supplier & installer. An Allowance shall be provided for this work.
The project involves reroofing work at the DMA – National Guard Armory in Brandenburg, KY. The existing approximately 18,500 square foot roof to be removed is a two-ply modified bitumen roof on metal deck. The new roof system is a Two-Ply SBS Modified Bitumen in cold adhesive over cover board over rigid board insulation system. The first layer of insulation will be mechanically fastened. Additional layers and coverboard will be set in two part foam adhesive. All existing prefinished metal coping caps, roof drains, metal roof splashes, flashings, accessories, and terminations will be removed and replaced with new components. Existing roof gutters, downspouts, and scupper collector heads are to remain in place. The project also includes installation of a new roof hatch and a wall-mounted access ladder
This project consists of surgical structural repairs and restoration including selective demolition and replacement of columns, selective demolition and replacement of masonry, and mass shoring and resupport of existing timber beams and trusses on new columns. Carpentry work shall be considered architectural and highly skilled in craftsmanship. Shoring is to be installed in a planned methodical sequence under the supervision of a Professional Engineer. Architectural work includes removal and restoration of historical windows, doors, and trim. Select removal and reinstallation of electrical circuits and fixtures are to be performed as required. Complete exterior and new interior work to be painted. Work includes minor grading, seed and straw, and drainage lines at the exterior.
The KVA – KVCN Roof Replacement project is being undertaken to replace a storm-damaged slate roof on the administration building at the Kentucky Veterans Cemetery North in Williamstown, KY. The roof will be replaced in-kind with a new slate shingle roof assembly, replacement of damaged sheathing, and new snow guards. Flashings, gutters, and downspouts are anticipated to remain in place.
Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
In a previous project 2 portals were closed by sealing the entrances with blocks and mortar. One portal was used as a water supply for the local community. An overflow pipe and human access door was placed in the block wall for that portal. Over time the mortar has failed and the portal cannot hold enough water to supply the community.
The abatement planned consists of removing the old wall and pouring a concrete footer approximately 1 foot higher than the bottom of the existing human access door. A new access door and overflow pipe will be installed at this elevation and the remainder of the opening will be sealed again with block and mortar.
Estimated Length of Project:
(Substantial Completion) + 510 Calendar Days (Final Completion)
The 24019AMLBAML is in Muhlenberg County, Kentucky, at 37°17’31.45″N, 87° 5’38.93″W and will reclaim approximately 47.5 acres adversely affected by previous coal mining operations. The project contains 12.7 acres of unstable highwall or unstable slopes. The project consists of eliminating approximately 5.2 acres of mining pits and reclaiming 4600 linear feet of highwall. The soil slopes above the highwall in some areas are unstable and migrating down slope and left unchecked would encroach into the historic cemetery at the church that dates to the
1800’s. The pits will be backfilled with onsite mine spoil material at slopes no steeper than 3:1 with transitions as required. Blasting will not be permitted. The water in the pits will be treated and raised to a pH of 6 or greater prior to pumping for release. The backfill material for eliminating the highwall will be placed with moderate compaction effort in accordance with KYDAML Technical Specifications.
Estimated Length of Project:
(Substantial Completion) + 100 Calendar Days (Final Completion)
Removal of a slide that has occurred behind Mr. Johnson’s garage. The
slide is pushing up against the garage with about 0.11 acres being disturbed. This will allow enough room to construct a 110 LF permanent debris barrier wall behind the garage. Along with an 80 LF high non-reinforced block wall type 1 that will be located to the side of the barrier wall.
Also being installed will be one mine portal wildlife closure that is located next to the slide area and two standard non-wildlife mine portal closures that are in the slide area.
The project consists selective demolition and subsequent renovation of areas within the Walton National Guard Armory located at 183 Beaver Road, Walton, KY. Work includes demolition of existing Men’s & Women’s latrines, removal and subsequent offsite disposal of existing architectural finishes, plaster and acoustic ceiling systems, ceramic tile and vinyl flooring, concrete slabs, doors, hardware, concrete masonry partitions, plumbing, mechanical and electrical improvements. .
New work to be performed includes installation of new Men’s and Women’s Restrooms including new metal frame partitions, new fixtures and finishes, new phenolic plastic partitions and screens, new individual shower enclosures, lockers and benches. Finishes shall include new painted gypsum panel ceilings and walls, new acoustic tile ceilings, new porcelain tile wall finishes, new MMA flooring and base, solid surfacing countertops and stainless toilet accessories. New plumbing fixtures, light fixtures, switches and receptacles will also be installed. Adjacent to the Women’s Toilet Room will be a Lactation Room with acoustic ceiling, painted gypsum panels walls, MMA flooring, plastic laminate casework, lighting, switches and receptacles. In addition one, HC Metal exterior door is to be replaced in the Assembly Hall.
The Old State Capitol Annex Renovation – Selective Demolition Package project is an above ceiling investigation and stabilization of existing structural conditions of the building. The elements of the project include but are not limited to ceiling removal at multiple floors, structural stabilization repairs both temporary and permanent, and MEP equipment selective removal, as noted, to maintain power and fire protection requirements of the Old Kentucky State Capitol Building which is located next to the Old Annex Building. The building systems shall remain operational to maintain conditioned space in this historic structure.
The Work of Project is defined by the Contract Documents and consists of the following:
Main lodge building: All controls for existing and new equipment will be replaced. Replace heating and cooling equipment one for one. Exhaust fans are to remain. Add cooling to kitchen make up air #1. Eliminate use of 1996 kitchen make up air unit #2. Chiller is replaced and pumps and piping will be replaced as necessary to install new chiller size. Provide pipes with quick connect valves for temporary chiller.
Lodge guest rooms: Replace packaged terminal units, exhaust fans, and add tempered outside air using a dedicated outside air unit with energy recovery.
The scope of work includes Renovations and a New Construction Addition to a previously operated jail in Jefferson County, Kentucky. The facility tops out at 3 stories with a basement, 1 and 2 story elevations are present as well. The Primary existing Structure is Cast Concrete columns, beams, floor, and roof elements. A secondary structure supported with steel columns and roof structure is present in the gymnasium. The buildings architectural façade consists of Precast, Masonry, and EIFS surfaced masonry.
The New Construction Contract includes the Renovation of the facility into a State Owned and Operated Juvenile Detention Center. Occupying the Basement, First and Second Floors with New program and a Limited Addition. The Third-floor renovations are limited to life safety upgrades. The Renovation and Addition will encompass approximately 9,000sf of Addition and 55,000sf of Full Renovation program.
New Construction Features Shall Include the following:
-Structural Construction will include reinforced masonry, cast in place concrete, and structural steel framing.
-Entire Roof System Replacement
-Architectural Walls, Ceilings, and Finishes
-Commercial Doors / Windows, Frames, Hardware
-Contractor Furnished-Contractor Installed (CFCI) FF&E
-Electric Traction Elevator Systems
-Detention Walls and Ceilings
-Detention Doors / Windows, Frames, Hardware
-Security Control System, PLC, VGUI, Video Surveillance
-Fire Alarm, Automatic Suppression Systems
-HVAC and Plumbing Systems
-Electrical and Lighting Systems
-Telecom Systems
-Site and Courtyard Improvements
The project consists of the removal & replacement of wet areas in existing roof areas, and the installation of an overlay roof system on others. The overlay roof system is 2-ply modified bitumen roof membrane on ½” cover board. New flashings & edge metal should be included with the overlay system.
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
A slide has occurred on the slope behind/beside the citizen’s residence impacting yard drainage, as well as multiple open portals on the bench behind the residence (and upstream). This project will address the slide by stripping the slide material to rock. Two portals immediately upslope will be closed with standard wildlife closures and drainage conducted to the strip to rock area via concrete block tied mat ditches. Drainage from and across the strip to rock area will be routed through an excavated rock ditch to a drop box/head wall at the yard edge. A combination ditch
will also be installed at the toe of the slope to collect drainage, which will flow into the drop box/head wall structure, culvert and standard headwall outlet to the creek. 5 additional portals (partially collapsed) east of the slide area will also be opened, drained and closed with wildlife closures. 40LF of subdrain is included to collect drainage at the portals for discharge into a natural drain. All waste generated by construction activities will be transported to an approved waste area 5.5 miles from the project site. At the waste area, a failing culvert under a section of access road will be replaced to promote hauling to the waste deposition area
The Project involves installation of a new nurse call system to serve patient care areas as indicated on the bid documents. All work must be performed in a sequenced effort coordinated with the hospital. The Contract Documents include a suggested construction phasing schedule. However, it is the responsibility of the Contractor to prepare and submit a schedule of work.
This project includes the chiller replacement for Stoner Hall at Somerset Community College. The new chiller will be air-cooled scroll type with all new hydronic pumps. Also includes all associated HVAC piping and electrical work.
The project consists of the removal and replacement of a section of damaged existing structural metal roof deck and existing roof systems; the installation of new exterior windows & interior/exterior doors; the construction of a small, single room office; extensive electrical system & mechanical system renovations throughout the noted area of the building.
