1.Remove existing roofing and underlayment to MTL decking (roof C)
2.Roof C
a.Mechanically attach 2 layers of 2.2” Poly-iso Insulation
b.Mechanically attach layers of tapered Poly-iso Insulation as indicated on drawings
c.Mechanically attach 1 layer of ½” coverboard.
d.Apply one layer of SBS-modified bitumen fiberglass mat base ply in cold asphalticadhesive.
e.Install one ply of granule surfaced SBS modified bitumen cap ply in cold asphalticadhesive.
3.Overlay over roofs D-H (LWIC decks)
4.Roof D-H
a.Remove membrane from wet lwic areas indicated on drawings, dry to 40lb pull, and installnew membrane to match existing [60 SF]
b.Adhere ½” Coverboard over existing roof system
c.Apply one layer of SBS-modified bitumen fiberglass mat base ply in cold asphalticadhesive.
d.Install one ply of granule surfaced SBS modified bitumen cap ply in cold asphalticadhesive.
5.Install new metal flashing around perimeter of flat roof area.
6.Install new access ladders.
Install new walk pads as indicated on drawings
The Oakwood Cottage Phase III project consists of the renovation of two (2) existing group living homes at Oakwood residential care facility, located on Highway 27 in Somerset, KY. This is the third phase of cottage Renovations. The scope of work is to renovate cottages 106 (approximately 9,000 square feet) and 113 (approximately 7,100 square feet).
Architectural renovations shall include the complete demolition of most of the existing interior construction, the construction of a revised interior plan and the replacement of all existing windows with new aluminum window systems in each cottage. The revised plans provide enlarged kitchens, new staff spaces, and accessible private resident bathrooms. Kitchens and other living space finishes will include vinyl sheet flooring, impact resistant gypsum board walls and abuse resistant fixtures. Ceilings include painted gypsum board, ACT in corridors and
existing exposed wood decking to be stained.
MEP renovations shall include new mechanical systems and updated power, lighting, security, control & IT devices.
Estimated Length of Project:
(Substantial Completion) + 500 Calendar Days (Final Completion)
Reclamation consists of the removal of approximately 7.5 acres of slide/transition (Slide A) material to rock and the installation of ditches to control drainage. Slide B is included to excavated to rock, to provide for a stable access on the Hazard 7 Level. An Earthwork Bid Item is setup to excavate and transport slide materials to the waste area, via the Hazard 7 bench and Upper Second Creek Road. Material will be placed, graded and compacted at the waste area. Reclamation work at the Slide & Transition area will include the installation of Concrete ditch work (Concrete Form & Finished) to properly handle surface runoff. Reinforcing steel is included for proper concrete ditch construction.
Installation of 15” 18”, 24” & 36” HDPE pipes & Concrete Headwalls are included to handle
surface runoff from the site. A Hoe Ram bid item is included to break boulders and
construct rock excavated ditches. Class II Backfill is included to properly backfill Wall &
ditches to enhance slope stability above these features. Concrete Gravity Wall are
included to ensure the Bryant Residence is not undercut by the proposed surface drainage work; Concrete Gravity Wall is included at the Gail Smith Res, to ensure long term stability of the residential area. Class II/III is included for ditch construction were called for in the plans and as directed by the ENGINEER. Temporary Debris Barrier Wall is included to protect residential areas from potential damage during slide excavation activities. Chain Link fence is included to be installed above retaining walls. Subdrains are included for saturated areas within the disturbed areas that need to be stabilized. Retaining wall Subdrains are include behind retaining walls for long term stability. Temporary Pipe is included as needed for temporary drainage controls. Filter Fabric and Geo-grid are included to be installed as directed behind proposed walls and ditches to facilitate long term stability of these features. Filter Fabric and Geogrid are included also to address saturation areas that require access over these areas. Silt Control bid items include Silt Barrier – Bales & Fence & Silt Trap – Type A & B.
PROJECT CONSISTS OF THE RENOVATION OF THE EXISTING POOL HOUSE FACILITY INCLUDING MENS AND WOMENS LOCKERROOMS CONSESSIONS, AND OFFICE AREAS. THE EXISTING POOL WILL BE RENOVATED TO PROVIDE LIKE NEW WORKING CONDITION. A NEW SPLASH PARK WILL BE INSTALLED.
NO LEED REQUIREMENTS.
This project consists of exterior masonry repairs at the National Guard Armory in Danville, Kentucky. The work is intended to address areas of deterioration in the existing façade and restore the integrity and performance of the building envelope.
Work includes repairs to spalled, missing, and damaged brick; cracked, missing, and deteriorated mortar joints; and vertical, lateral, and step cracking in the masonry. Additional work includes repair of damaged concrete at foundations and windowsills, and removal and replacement of unmatched brick.
Estimated Length of Project:
(Substantial Completion) + 45 Calendar Days (Final Completion)
Reclamation efforts at the 23096AMLBAML (Maple Creek Subdivision (Porter Willis) Drainage) are still ongoing but due to an unforseen slide occurring behind the Dwayne Lee residence, additional earthwork was necessary to return the slope to a stable configuration. Adding the additional earthwork would have significantly increased the overall bid amount. Therefore, paving was completely removed from the contract and the additional earthwork was added. This project will only address bituminous repair efforts along Bunches Creek, Maple Creek Road and Maple Creek Subdivision Road. Directions to the three sites are as follows:
Site # 1-Maple Creek Road/Maple Creek Subdivision Road
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. Travel 0.2 miles and turn left 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. Repair 1.5 miles of Maple Creek Road and Maple Creek Subdivision Road as directed.
Latitude: 36°45’43” Longitude: 84°3’10”
Site # 2-Bunches Creek Road
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”
This project will only address sections of Bunches Creek Road, Maple Creek Road and Maple Creek Subdivision Road that have been determined by AML to have been damaged as a direct result of reclamation efforts associated with 23096AMLBAML. No permits will be needed for this project and no trees will be removed.
This project will generally consist of renovations to two interior spaces in the existing Kentucky State Penitentiary and an exterior pad location. The renovations in the mailroom spaces consist of floor demolition, structural repairs, ceiling and selective wall demolition, window replacements, sprinkler replacement, HVAC replacement, lighting replacement, and updated electrical. The exterior work include demolition of existing site concrete, repairs to storm water piping and inlets, and connection of downspouts to the stormwater system. Trades involved shall include but are not limited to: demolition, concrete, exterior utilities, windows, flooring ceilings, fire protection, mechanical, ductwork, and electrical.
This project intends to reroute a segment of gravity line and replace an existing Pump Station and Force Main serving the I-65 Northbound Welcome Center in Simpson County, KY. The gravity portion will require directional bore under a pavement segment to maintain truck traffic. The manhole immediately upstream of the station will be replaced with a “pretreatment” grinder/manhole combination called a “Muffin Monster”. The current station has developed consistent malfunction and requires the KYTC to mobilize a pump trunk to evacuate the existing pump station wet well at an exorbitant monthly cost. It is suspect the existing force main has developed downstream issues affecting the ability of the existing system to function. The KYTC, through the KY Dept of Finance and DECA, elected to replace the station and force main. A portion of the force main traverse’s private property (KY DOWNS Gaming, Horse Racing and Hotel Complex) and will require a utility easement for new routing until it ends at an existing sewer manhole owned and maintained by the City of Franklin. This manhole will be reconstructed as part of the project.
Stabilize/reseed all disturbed areas affected by the scope of work.
Estimated Length of Project:
(Substantial Completion) + 500 Calendar Days (Final Completion)
The project consists of a single site located along and adjacent to Trace Branch Road in the Hazard community of Perry County. A large slope failure, encompassing approximately 1.25 acres, has significantly impacted Trace Branch Road. Perry County continues to perform routine maintenance on this section of roadway to ensure continued access for the sixteen residents located beyond the slide area, as this roadway represents the sole means of ingress and egress. In addition to roadway damage, the ongoing slope instability has resulted in repeated failures of the primary water distribution line serving these residents.
Estimated Length of Project:
(Substantial Completion) + (Final Completion)
The BASE BID Work shall include removal of existing low level drawdown system and installation of new reinforced concrete stop log guide walls including new sill and slots for new stop logs, and installation of a new low level drawdown system including new gate thimble, concrete overlay, and concrete operating platform. Leakage reduction items include installation of PZC-18 metal sheet piling along the specified corridor and backfilling the area between sheet piling and upstream face of the dam. On the downstream face perform masonry joint repairs, masonry stone replacement, and tree removal to support leakage reduction. To improve site safety along the concrete walkway, remove and replace existing pipe handrail with OSHA and IBC-compliant handrail system with safety gate at the new gate operator. Existing siphon pipe is to be extended upstream of the sheet piling and existing water line along the walkway handrail for reinstallation or to be replaced in-kind.
Demolition Work shall include full or partial demolition of the following existing structures: pipe handrail along the walkway, existing gate, stem, operator, and components. Localized chipping/demolition of the concrete slab near reported near the bottom of the existing gate may be required to accommodate installation of the new low level drawdown system.
The CONTRACTOR’s Work shall also include site safety, maintenance of traffic, water control, site security, and site cleanup.
Project scope entails the partial upgrade of the exterior Water distribution system at Western State Hospital. The project entails the installation of a new exterior domestic water loop around the campus along with new fire hydrants. Provisions for future connections to lateral building water and fire services will be provided. All project scope is located on the property of a secure, acute care adult psychiatric facility.
RFB-13-27 EEC-AML-26008AMLMAML S. Highland Subsidence
RFB-13-27 EEC-AML-26008AMLMAML S. Highland Subsidence
Estimated Length of Project:
180 Calendar Days (Substantial Completion) + (Final Completion)
The work will consist of exploration drilling to verify the # 11 seam coal mine and location of rooms and pillars. During the exploration drilling phase, AML employees will utilize a downhole camera to verify current conditions in the mine and to determine the extents of the rock and shale fracturing from the mine subsidence. Once the exploration phase is complete, AML staff will make any necessary adjustments to the proposed hole locations for grouting the coal seam. Six-inch plus diameter holes will be drilled to the #11 coal seam in the specified order. The hole will be cased through the soil horizon into solid competent rock with 6-inch diameter PVC pipe. A box utility trailer with sufficient volume capacity, Non-Woven, Polyethylene Geotextile Sediment Filter Bags or an equivalent system shall be used to capture all cuttings from all drill holes to minimize sediment deposits in the yards. Approximately 400 gallons of water will be required to flush each hole. Methane monitoring is the responsibility of the contractor, and if methane is encountered, the contractor must immediately implement a plan to secure the area. This may require the contractor to cap the hole or insert 3-inch diameter PVC casing to a minimum of 10 ft above the ground or as designated by the engineer. A subsidence hole measuring approximately 40ft x 45ft across and approximately 5 feet deep is on property owned by Willie Thompson. This subsidence will be excavated to solid and filled with Class II riprap and will be covered using filter fabric and then covered with material removed from the subsidence area. This material will be compacted prior to placing roadway stone back over the driveway. Another collapse was seen in the ditch line to the southeast of the Willie Thompson residence. This collapse will be excavated out and filled with riprap as well. If mine workings are found in the excavation of this area a combination of rock and grout will be used to seal up the area to keep water from entering the mine works. Two potential mine openings on the southeast side of S. Highland Avenue will be closed using wildlife accessible closures as depicted in the AML Standard details and specifications. These openings at the surface are approximately 4 feet across and 2 feet high. They appear to be partially collapsed, and it is difficult to determine how far back the openings go at this time. PORTALS SHALL BE CLOSED OUTSIDE OF THE WINDOWS of APRIL 1st through MAY
31st and AUGUST 1st through NOVEMBER 14th
The scope of work includes pre-project planning; completion of waste characterization and disposal arrangements for lead-impacted soils; utility locates to identify nearby underground and overhead infrastructure; mobilization and site setup; careful excavation of approximately 175 cubic yards of
lead-impacted soil within the designated area, with particular attention to adjacent buildings, utility lines, and other structures; direct loading and transport of excavated material for off-site disposal; import, placement, and compaction of tested clean backfill within the excavation; grading of the restored surface; placement of topsoil; seeding and protection of disturbed areas; site cleanup; and demobilization.
The major work items for the Mount Sterling Landfill Capping project include: existing fence and gate removal, stripping and stockpiling topsoil, earthwork grading for cap, installation of compacted earthen material for cap, installation of non-woven geotextile, installation of topsoil on cap, placement of crushed stone, new fence and gate installation, placement of Class II channel lining, and revegetation in order to cap the area of existing waste.
The major work items for the Central KY Landfill Closure project include: stripping and stockpiling vegetative cover material, earthwork grading for cap, installation of compacted earthen material for cap, installation of leachate toe drain, installation of geocomposite drainage layer at toe of slope, installation of geocomposite vent strips, installation of 40 mil textured geomembrane (LLDPE), install leachate cleanout and active gas well boots, install passive gas well vents and boots, placement of 24-inch cap vegetative cover soil, cap revegetation, install erosion control wattles, and grade and gravel existing perimeter road, include offsite borrow area with soil erosion and sediment control and provide riprap channel lining as alternate bid items in order to cap the remaining area of the landfill existing waste.
Estimated Length of Project:
(Substantial Completion) + 210 Calendar Days (Final Completion)
24030
Drainage issues have led to oversaturation in the yards of Pauletta Johnson and Ricky Tucker. The project will fix these issues by installing a gabion weir, extending the existing block wall, and installing additional subdrains and ditches.
The project site has previously been disturbed by coal mining operations, road construction, utility installation, residential development, landowner activities, and/or high velocity water flows associated with heavy rain events and flooding. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities. A cemetery up slope of the fill area will not be affected and the access road adjacent to the fill will be maintained as necessary to keep access.
23118
Three mine portals located behind the homes of Randy and Earl Johnson have led to oversaturation of their yards and a small slide. The portals will be corrected using non-wildlife accessible closures due to all portals being confirmed or suspected of being collapsed. AML will use drainage control methods such as subdrains and combination rock ditches to correct the issues. AML will use a retaining wall to correct the slide. Additional culverts will be added to outlet the water into a nearby stream. 80 feet of DWPP pipe will be placed under the Johnson driveway and in the creek. The access bridge at Petty Fork over the Left Fork of Long Fork will require temporary cribbing for construction access.
The project site has previously been disturbed by coal mining operations, road construction, utility installation, residential development, landowner activities, and/or high velocity water flows associated with heavy rain events and flooding. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
This project proposes to provide a new 8-in water service from the Madison County side of the Kentucky River to restore water service to the Fort Boonesborough State Park. New water service will be tapped from an existing Madison County Utilities 8-in water main. The point of connection will occur in the northern right of way of Fort Boonesborough Road (KY 627) approximately 866 ft south of the Combes Ferry Road intersection with Fort Boonesborough Road. From this location, a new 8-in water main will be constructed and routed along the northern right of way of Fort Boonesborough Rd for approximately 4,701 LF where it will cross Fort Boonesborough Rd at the entrance to Fort Boonesborough. Jack and boring will be utilized to cross the road to avoid open cutting the roadway. The line will then transition from a public water line owned by Madison County Utilities to a private water line at a new vault that will be installed at the property line near the Fort Boonesborough entrance. From the vault, an 8-in water main will connect back into the existing park 8-in water main that will back feed the rest of the park property. The old connection from Winchester Utilities will be cut and capped on both sides of the KY river and abandoned.
Estimated Length of Project:
(Substantial Completion) + 270 Calendar Days (Final Completion)
The Ruth Mullins site will consist of the construction of 60 Liner Foot of Non-Reinforced Block Wall Type I at the side of residence along with 210 Linear Foot of 8” Subdrain to promote positive drainage behind residence and along driveway. The replacement of 20 Linear Foot of 24” HDPE pipe for drainage from sub-drain and drainage from behind the storage building. Replace in kind Concrete block steps at the back of residence. County/FEMA has reconstructed her driveway, the remaining work will consist of repairing a sinkhole in the driveway and paving and guardrail for safety.
The Clyde Mullins site will consist of a 128 LF Reinforced Concrete Wall to stabilize the area behind his house. The construction of 64 LF of subdrain will drain runoff that is running behind the Ruth Mullins residence. The subdrain from the Reinforced Concrete Wall will be tied to a junction box that will collect water from the yard and carry it in a replaced 18 “ HDPE pipe across the drive. Additional subdrain is added to remove water from a portal behind the house above Clyde’s. The subdrain will be tied into the backfill from an existing AML gabion wall in front of the house.
The Kentucky Department of Aviation is proposing to construct two 60’ x 80’ box hangars adjacent to an existing apron at the Capital City Airport in Frankfort, Kentucky. The project will consist of two pre-engineered metal box hangars, each with a unisex restroom, electric, and heating. Additionally, the project will include grading, drainage, concrete pavement, asphalt mill and overlay, utility work, and associated improvements.
Project scope consists of complete replacement of existing irrigation pump station. Existing irrigation pump equipment and shelter to be removed and new pump station and new shelter installed and connected to existing irrigation system and new electrical scope as required. New pump system and new shelter to be approved single sourced from MCI Pumping Systems/Flowtronics.
Project scope consists of complete replacement of existing irrigation pump station. Existing irrigation pump equipment and shelter to be removed and new pump station and new shelter installed and connected to existing irrigation system and new electrical scope as required. New pump system and new shelter to be approved single sourced from MCI Pumping Systems/Flowtronics.
The Base BID Work shall include construction of a reinforced concrete auxiliary spillway with two, 8 feet by 16 feet, precast concrete culverts through the dam crest to serve as the spillway inlet with a reinforced concrete stepped chute along the downstream slope that discharges into a reinforced concrete stilling basin at the toe of the dam. A reinforced concrete floodwall with concrete cutoff shall be constructed along the upstream crest of the dam along
KY-555 with rockfill placed along the upstream slope of the dam. A rockfill stability berm shall be constructed along the downstream slope. The BASE BID Work further includes a new low-level drawdown valve in the dry well of the riser structure, replacement of the existing low level drawdown valve, and remediation of concrete cracking and seepage in the existing principal spillway culvert. In addition, the City of Springfield’s raw water intake will be
abandoned and new raw water intake lines installed within the principal spillway culvert. A Contractor designed Water Diversion Plan is required. The BASE BID Work will also consist of site preparation, erosion and sedimentation control, slope construction and protection, construction access, selective demolition, earthwork, temporary shoring, traffic control and maintenance, storm drainage, and site grading and restoration work.
Demolition Work shall include demolition of existing storm sewer infrastructure, raw water lines, concrete ditches, KY 555 within the footprint of the new auxiliary spillway, existing valves and operators at the intake structure, partial demolition of the principal spillway culvert and wingwalls, and abandonment of existing embankment piezometers.
The CONTRACTOR’s Work shall also include site safety, water control, site security, traffic control, and site cleanup.
