January-February 2009

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More Space, Better Access

In steep terrain and on tight lots, retaining walls create more usable area.

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Photo: MSE Site Solutions

By Mary Ellen Hare

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Gary Jones, president of S&W Utility Contractors Inc. in Lakewood, WA, was also involved in the project. He explains that the city needed to elevate a curve in the road to provide a safer walkway along Slayden Road up to Brown’s Point Elementary School. “It was a narrow road with limited sight distance,” Jones says. “It had a steep incline with an elevation rise on one side of the roadway and a drop on the other, a little like a mountain road.”

The road’s popularity as a shortcut both to the school and to the Brown’s Point community made safety a priority, but another concern involved stormwater in the area. “The existing drainage was a V-ditch with culverts at the driveway points,” Jones says. “A significant rain created a volume of water that scoured a ditch on its way downhill. This road is half a mile from Puget Sound, so water quality was also an issue.”

The first step was to install piping, catch basins, and other flow control measures. “During the project, there were engineering issues, and the project was redesigned to improve sight distance because of the curve in the roadway,” he says.

Because of a private residence abutting the property, widening and straightening the road involved restrictions. “There was finite width,” Jones says. “The original plan was to install large concrete blocks. Each one is 5 feet tall, 2.5 feet wide and 2.5 feet deep. They work if a wall is no taller than 7.5 feet. But this wall had to be 10 to 12 feet high, so the blocks would have had to be turned perpendicular into the bank, which would make them 5 feet wide. As stacked, you would need a one-to-six batter as you moved back. The wall would encroach onto the nearby property.”

Using WestBlock’s GravityStone Modular system, combined with MSE at the top of the wall, crews were able to stack the components vertically and stay within the easements. “I go 30 years back to when we used rock walls,” Jones says, “and to retain this section of berm, WestBlock’s system was the cat’s pajamas.”

Photo: Stone Strong Systems

Wall construction required closing nearby roads only briefly.
In addition to straightening the roadway and providing increased visibility for motorists, the city provided an elevated sidewalk 3 feet above traffic. To hold the walk, a shorter 3-foot wall was built next to the curb, and a 5-foot horizontal walkway was created between that wall and the 10-foot wall beside it. A 4-foot chain-link fence was installed along the dropoff for additional safety.

Load-Bearing Walls Can Take a Beating
Don Schlusemeyer of Clark Builders Group Inc. in Ashburn, VA, was the senior project executive on the Riverside Station project located on Rippon Landing Drive in Woodbridge, VA.

With 11 acres atop a bluff overlooking the Potomac River and a short walk from the adjacent Rippon Virginia Railway Express Station, the Riverside Station Condominiums, with 304 apartments, provide easy access to Washington, DC, 20 miles away.

The challenge in this project, completed in 2005, was the existence of a fire road running behind the three buildings, which are surrounded by a 20- to 30-foot wall falling back and winding around the structure. “The original wall was susceptible to line loads,” Schlusemeyer says.

Using Lock+Load Retaining Wall Systems, a new wall was constructed, requiring geogrid and structural fill. Despite the size of the installation, it was relatively simple, according to Schlusemeyer. “Lock+Load resolved the support issues.”

Without a Wall, Homeowners Can’t Go Home Again
Garrett Meinke of Chateaux Construction Company Inc. was the general contractor for a residential project at Altdorf Terrace in Incline Village, NV. True to its name, the site was a steep mountain lot that required a retaining wall to create a driveway in an area where access was extremely difficult and where large amounts of snow fall during the winter months.

Photo: Stone Strong Systems

Both imported aggregate and onsite fill were used behind the wall.
“It required quite an excavation to create the driveway,” Meinke says. “The site work was a major part of the project. We had to excavate a 19-foot vertical cut in order to accommodate the driveway.”

The reinforced retaining wall was created by stacking 16- by 32-inch stones that anchored into the soil. The stones were laid horizontally a course at a time in front of the vertical bank that needed to be retained. The space (which varied up to 10 feet) between the vertical bank and the blocks was backfilled with engineered soil and then compacted.

A reinforced plastic geogrid mat was placed horizontally in the soil at every other course to stabilize the soil and the wall. For drainage, 0.75-inch gravel was placed against the vertical bank and brought up with each course to intercept the majority of the groundwater and keep it away from the compacted soil behind the wall. A 4-inch perforated drainpipe was installed at the bottom of the gravel to collect the water and carry it away from the backfill and the wall.

When the wall was built to its completed height, the engineered soils were graded from the back of the wall at a 1:1 slope to meet the existing grades. The exposed slope was then covered with 6 to 8 inches of rock cobbles to stabilize the soil and prevent erosion. “We had a very heavy snow pack this past year and have experienced no erosion of the soils or wall, and the groundwater from the subdrainage has been very minimal,” Meinke says.

The homeowner, a builder and developer who is using the property as his vacation home, researched and chose Lock+Load Retaining Walls Systems. “He felt it had a competitive price and that the larger dimension of the diameter blocks looked better on a tall wall, since they are beefier and not as busy as smaller blocks. The installation proved to be relatively easy, and the adjacent property owners have given us many compliments since it has been completed,” Meinke says.

Retaining Wall Helps Students at Loyola Become Better Sports
Athletics are often the lifeblood of a university, and while the major programs receive constant attention and funding, recreational and intramural activities are apt to get second billing. Not so at Loyola College in Baltimore, MD, where administration officials recognized the need to improve the playing site for these sports venues.

Landscape architect Brian Stephenson, principal of Brian Stephenson and Co. in Washington, DC, has become a new fan of Stone Strong Systems for building retaining walls. Loyola’s field for recreational and intramural sports activities was in bad shape, according to Stephenson. “Water just sat on it. There was no grade, and offsite water from the hillside above it was making the field unsafe for play. In addition, it wasn’t big enough for regulation sports; it didn’t meet the minimum size for sports like soccer and lacrosse.”

In reconstructing the field and eliminating the water issues, administration officials decided to lengthen and widen the field to allow adequate space for regulation field sports as well as two small-sided games (for instance, two five-on-five games instead of one 11-on-11 game) to be played in tandem across the width of the field. “This allows for more flexible use, especially at an urban school where space is at a premium,” Stephenson says.

Expanding the field involved construction of two walls; a 15-foot maximum cut wall on one side and a fill wall of the same size on the other side. “Using the Stone Strong product allowed us the length and width to expand the field and fit on campus,” Stephenson says. “The cut-slope wall was within 25 feet of an existing access road which we closed during construction for safety. It only took about a week; if we had used a traditional poured-in-place concrete wall, the road would have been closed much longer.”

A manufactured standard drainage system corrected the wetness problem, especially in one corner, where the part of the original field had collapsed, Stephenson says.

The larger block size offered by Stone Strong Systems was particularly appealing, according to Stephenson, who says these blocks are 4 feet wide, 2 feet tall, and 4 feet deep. “It looks good, because the unit is in proportion to the wall size. It looks very stone-like and rustic.”

Imported drainage aggregate was used behind the wall with the rest of the fill salvaged from the site.

Wall Goes Up Fast, Adding Needed Space to Property
Al Paul is the owner of William’s Environmental Services and Technologies (WESTECH) in Courtenay, BC. His company is the distributor for Lock+Load on Vancouver Island.

In March 2008, WESTECH installed an approximately 7,000-square-foot wall in Victoria on Vancouver Island, where the owner of a commercial site wanted to maximize the property and get parking and storage on land that sloped down to the road below.

Paul says that the retaining wall was constructed to retain the soil at the building, which was itself constructed approximately 12 feet above the grade of the road below. “The base of the Lock+Load wall starts at 2 meters below grade. This was necessary, as public works required future access to underground utilities without undermining the wall. The fence above the wall is a heavy steel structure with posts that were installed directly behind the counterforts, or tiebacks.”

For this project, all the fill material was imported, including pit-run gravel and road base for backfill, Paul says. Perforated drainpipe with filter cloth was installed behind the counterforts and bedded in drain rock. This was then tied into the perimeter storm drains.

The advantage of this type of wall for this application was its ease of installation, according to Paul. “The general contractor was on a tight schedule and required a product that could be installed quickly. Lock+Load worked very well in this application, as one panel covers 3.5 square feet and is very light for its size—they are approximately 125 pounds each. They are flat panels, so we were able to stockpile large quantities without taking up too much of the site; one B-train load holds approximately 2,300 square feet. We needed minimal crew—two to three installers, a Bobcat, a mini-excavator, and a large compactor. The wall was built in close proximity to other crews onsite without interfering with their work.”

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Let the Competition Begin
Karl von Terzaghi (1883–1963) was an Austrian civil engineer and geologist. Called the father of soil mechanics, he once gave his students at Harvard this bit of advice: “Engineering is a noble art which calls for good sportsmanship. Occasional blundering is part of the game. Let it be your ambition to be the first one to discover and announce your blunders. If somebody else gets ahead of you, take it with a smile and thank him for his interest. Once you begin to feel tempted to deny your blunders in the face of reasonable evidence, you have ceased to be a good sport. You are already a crank or a grouch.”

As companies vie with one another to find the perfect retaining wall, they would be wise to consider what can be learned from the other guy.

Author's Bio: Mary Ellen Hare is a writer in Granville, OH.

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