Gastonia Channels Forward

New channel staked

The channel defining process began with the crews staking out the new channel and started to install the rock vain on the downstream side of the arches.

 

Rock vein installation

Rock vein is installed and the crew is working on the riffle section going under the arch. There will be 13 of these structures to be installed in the new channel.

 

Curb crews pouring concrete

Over 2,000 linear feet of concrete curbs was poured by the Curb crews. There is around 800 linear feet left to pour in the parking lot and will be finished next week.

 

Main Drive of Parking Lot

Fine grade crews are working to get parking lot grades cut and stone placed. This is the main drive on the east side of the parking lot.

 

Glass installation shown

The Storefront is coming along nicely. Glass is being installed, as well as some of the sidewalk signs.

 

Sidewalk for front of building

We are finishing up our sidewalk prep work with lights, tree grates and bollard sleeves.

 

Ceiling Tile Installation

We have also started our tile installation. Once all the pieces have been cut out for columns and sprinklers the tile will go up fast.

 

Food Area Sheet Rock installed

In the Food Ave area sheet rock is up, mud is being applied and paint will soon follow.

 

 

 

 

Grading Stones and sidewalks started at Gastonia

 

Crews prepping subgrade

Crews worked all week prepping subgrade and getting the north main drive ready for stone. Some areas required an undercut after not passing proof roll initially.

 

Motorgrader spreading stone

Stone was used to spread the roads around the site to bring to grade. A motorgrader was used to spread the stone. The crews used water to assist in making sure that the optimum density is achieved.

 

Roller used to compact the stone

A roller was used in the final step to compact the stone. The density requirement for the stone is 100% per AASHTO T99 standards.

 

Crews working on last bits of parking lot area

Crews working on last bits of parking lot area

Site crews have worked to get the last lifts of fill in the parking lot area so that concrete curb and gutter can be poured. The crews will fine-grade the parking lot for stone after the curb and gutter is done.

 

Crews relaying material to center of arches

The crews installed a 55 foot wide raft that the basket walls sit on. The white fabric is a high strength geotextile material that wraps the raft.

 

Top Soil installation in planters

Landscape crew installed the topsoil mix for the planter boxes in the front of the building. There is 3’ of topsoil over a 12” layer of stone. The fabric that covers the stone is for filtration purposes only. It acts as a barrier between the stone and topsoil.

Crews relaying material to center of arches

Bailing material was placed in the center of the arches by a larger excavator as a mini-excavator placed it for compaction. This is a very slow process, but with the two crews working together it is progressing nicely.

 

Crews working on sidewalk forms

Sidewalk forms for rear of building

Sidewalks are beginning to take shape and the crews are slated to start the pours this week. Preparation was completed last Friday.

 

Crews finishing walls for painters

Backer rods and colored caulk was completed on the outside of the building and as they finish, the painters are right behind them priming the walls.

 

Paint Crew Priming Wall

Paint crews began priming the outside walls of the building and as of last Friday had completed 3 sides. The painting will begin this week as they finalize the last wall.

 

Framework for guest services area

Blocking and framework has been completed in entrance and guest services area. Drywall was started and is on track to finish on schedule.

 

 

Progress in all areas of Gastonia

 

Area shown is one of two islands in the parking lot

There are two long “islands” that were prepped for curb pouring. These islands will separate the two parking lots at Gastonia.

 

New utility poles shown before lines are relocated.

The relocation by AT&T of the utility service will have to be completed before the widening of Cox Road and new sidewalk construction can be completed.

 

Excavator placing fill material

 

Fill Material Shown here

Crews used an excavator with a 60’ long reach to place the fill material between the 78’ wide arches. The photo above shows the various materials and the need for some of the work to be done by hand.

 

A top view of the raft footing at the south side of the arches

The raft footing that started last week has 4’ of washed stone and 4 layers of grid inside. The 23’ high wall will be constructed on top of this footing.

 

Crews prep for a pour near the loading dock

First pour of concrete for Truck Turn Around Area.

Sitting on 6” of stone, the concrete slab for the truck turn around area got its first pour. This is the first of the +/-400cy of 4500psi concrete that is required for truck turn around area.

 

Walk-in Storage Cooler installed

Cooler/walk-in storage has been installed and the next step includes installing quarry tile and stainless base/trim.

 

Metal Stud Installation

Metal studs were installed at the front Guest Services area. Once completed, the electrical work will begin and then the area will be finished by the sheet rock and paint crews.

 

Duct Work Installed

Duct work in the front vestibule area was completed and wrapped. The metal stud installation shown on the right in the photo above was completed as well and sheetrock crews will be the next in this area.

 

EIFS work shown on external of building

The blade tower section of the building received EIFS this past week and is ongoing. This area, on the left side of the building, is where the signage will eventually be installed.

Civil & Building Improvements Continue

Fabric installed by civil crew

Raft Footing being installed which consist of a rip rap layer, fabric and stone to support the gabion walls.

 

Spreading rock in footing area

Installation of stone layer within the raft footing. The 4’ thick raft footing will support a 22’ high gabion wall when completed.

 

Crew members laying geogrid material

Footing area after geogrid installation

Geogrid, a high-tensile plastic mesh, is a major component of this work. These 2 layers of basket wall will be covered once the slope grades are finished.

 

Masonry work going up

Prep and Paint of front entrance

On the building side of things, masonry work is ongoing. As the masonry work is being completed, the entrance and feature wall of the building is prepped for paint.

 

Planter 1 poured and irrigation installation shown

Planter 2 prep work before pour

The site will feature planters near the entrance area of the building. Planter 1 was poured and stone caps installed with irrigation installation started. Meanwhile, Planter 2 was prepped for the concrete pour and irrigation will follow.

 

Stone laid of Subgrade for drive to loading dock

Loading dock area after pressure washing & paint prep

The loading dock is getting closer to finishing as our crews spent the week grading the drive. Stone was placed at the Subgrade level and the civil completed for access. The actual loading dock area was pressure washed and prepped for paint.

 

Conduit Installation on site

In other areas of the site, the electrical crews neared completion of the conduit runs and tying into the main power

 

 

 

Loads of Civil Work This Week

Initial work on the basket wall

Civil work this week involved excavating a slope for a 20 foot high gabion-style basket wall. This area will eventually feature a retaining wall for the upper site where the parking lot will be located and the lower area for the recently relocated Duhart’s Creek.

Front side of building & Parking Lot civil work

Landmarks nearing completion this week include the parking lot sub-grade and the block work on the front of the building.

Completed cut slope

On the southwest area of the site, overburden trash is almost completely gone. Nearby, a large cut slope has been seeded and mulched so that landscape efforts can get a head-start.

Grading work in mid-process

Grading work for an area on the site that will be a mitigated wetlands area began on a soil nail wall that eventually will extend vertically down over 20 feet.

Electrical crews installing conduit runs

In addition to the civil work this week, the electrical crews began installation of the conduit runs for the power feeds for the building. These runs will feature over 2,000 linear feet of conduit runs around the building site after completion.

Site & Building Progress Continues

 

View of Duhart Creek as Erosion Control Work Is Performed

Repair work performed on access road due to heavy rains

Overview of site with arch feature shown

There is an inspection done weekly onsite for erosion control. Due to the heavy rain events we had there were a lot of the erosion control devices that needed to be replaced, repaired, or improved upon.  Thanks to the rainout days and 2 ½” of rain, this was the focus of our site work last week.

To date, we have undercut over 15,000 cubic yards of wetlands, hauled over 60,000 cubic yards of overfill and trash, laid 340 linear feet triple run of 72” corrugated metal pipe, installed over 2,000 linear feet of 60” underground detention system pipe and installed the twin arch spans measuring 75’ long by 49’ wide by 17’ high.

 

Foundation finished & Walls Started

Progression of work on the southern wall

During the last few weeks, we’ve seen the building work begin as the site work was winding down.  The foundation is poured and the forms for the walls started on the southern wall. Brick work was began as the wall concrete pours were completed

 

Northern Wall Shown Here

Unloading of the Roof Steel Started

Our crews began to unload the first loads of steel for the roof.

Other necessary structures for the roof steel will be started soon and topping out should be completed as well.

 

Scaffolding and bricks for the mason work for one of the walls

Scaffolding for the Loading Dock Area Walls

Sample of the Bricks used in the Walls

Masonry work was started throughout the building as the walls were finished out.

 

Foundation for wall before concrete pour

Steel Installed for the Retaining Wall

Concrete Pour Retaining Walls

Concrete pours are still a vital part of Gastonia. The retaining wall in the loading dock area was poured last week.  Subgrade work has started after the forms were stripped. The driveline concrete will be poured at the site by our crews soon. Progress continues with the walls up and the roof steel delivered.

 

 

Bridge Center Foundation Completed…

We worked around the weather fronts this week and were able to complete the center foundation component for the bridge as well as the headwall for the Triple 72” on the downstream side.

We also made progress with the vertical construction and completed approximately 50% of footings.  The masonry crews were quick to chase the foundation crews as soon as we poured footings .

In an ideal project, each trade will tend to nudge or “pace” the next trade which is our goal here.

Footing Crews Laying Foundations…vertical construction starts soon.

This week our footing crews started the foundations for the vertical construction once the pad was completed and accepted.

Our civil work continue to progress in and around the weather cycles. While our foundation crews poured out the east footing early this week for the bridge, the remainder of the crew was finishing up H-piles on the center footing. Our plans are to pour the center footing the first of the week. The arch structure is scheduled for delivery next week with erection to follow.

The concrete crews also poured the headwall for the outlet end of the triple 72” pipes.

Building Pad Turnover Milestone Reached

We reached a milestone last week when we turned over the building pad to our building superintendent which means that we are now going vertical with our buildings.

Last week our site crews completed one head wall of the triple 72”’s  storm pipe, that you see below, and have now moved to the next one.

Our foundation crews for the bridge were able to pour one of the bridge footings the first of the week, worked through the week driving H piles and formed the east footing for a Friday evening concrete pour.

The site has changed significantly over the past few weeks, despite the challenging weather. Thanks to all that have helped to make our promises kept thus far.

The Building Pad Turns Over & Pile Driving Begins

With the turnover of the building pad this week, our crews have narrowed down the requirements for turn-over. Stone access road was installed around the building pad and in staging area. Our building superintendent is now on the job to start vertical construction.

We have now shifted the focus from the pad completion to the remainder of the site. Sixteen trucks cycled at a rate of 1.5 rounds an hour as we concentrate efforts to removing about 30,000 CY of overburden that overlays the fill needed to complete the balance of the grading operation.

Our work continues on the spine road through the site and this week we started driving steel H piles and as soon as they are complete we will form and pour reinforced concrete caps to support the double arch culvert bridge crossing Duharts Creek.