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Pinnacle
Design/Build has successfully designed and constructed hundreds of
thousands of earth and water retention structures in support of
multi-family and residential development projects throughout the United
States. Our ability to work with developers and architects to design
and construct walls and other structures that are functional as well as
aesthetically fitting has allowed Pinnacle Design/Build to become one a
preferred specialty subcontractor to service this industry. In
addition, we often make design recommendations that substantially reduce
the cost of earth retention without sacrificing the developer’s vision
for a project.
Pinnacle Design/Build -
Multifamily/Residential Project Profiles
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Village of Greenway,
Chattanooga, TN
PROJECT
FACTS:
Wall Area
= 3,000 SF;
Max Ht
= 18 FT
CHALLENGE:
The developer of this senior living community needed
retaining walls to support a roadway lake crossing into the
development's common area. Aesthetics were of particular
concern as this crossing was to form the center-piece of the
community.
SOLUTION:
Pinnacle Design/Build engineered and constructed a large
span culvert and covered it with back-to-back MSE Segmental
Block Retaining Walls incorporating decorative exterior
columns.
VALUE:
Pinnacle Design/Build's solution provided structural
stability and aesthetic appeal at a significantly reduced
cost compared to a bridge or other comparable systems by
combining MSE technology and superior craftsmanship.
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Woodlands of Knoxville,
Knoxville, TN
PROJECT
FACTS:
Wall
Area
= 33,700 SF;
Max Ht
= 62 FT
CHALLENGE:
The developer of this high-end college condominium complex
had to create useable from the side of a steep hill through
the use of retaining walls. Moreover, the highest wall on
the site had to support a storm water detention basin with
very little tolerance for settlement.
SOLUTION:
Pinnacle Design/Build designed and constructed several MSE
stone faced retaining walls to create the space and
structural support required.
VALUE:
The Pinnacle Design/Build solution offered significant
savings when compared to other types of retaining walls
considered for this site. Our solution also reduced the
time required to bring the site to “pad-ready” condition.
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Stonewyck Detention Basin,
Alpharetta, GA
PROJECT
FACTS:
Wall
Area
= 5,000 SF;
Max Ht
= 20 FT
CHALLENGE:
The residential developer for this project required a storm
water detention basin that was more cost effective and
aesthetically pleasing than the continuous cast in place
concrete wall originally designed for the project.
SOLUTION:
Our engineers redesigned the detention basin wall from a
single large cast-in-place concrete wall to a composite
segmental retaining wall/cast in place concrete retaining
wall. We constructed the concrete wall first then butted
the segmental retaining wall into it.
VALUE:
This solution provided 25% cost savings over the previously
designed wall and provided more pleasing appearance.
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