Project Manager/Structural Engineer. Hefner VAMC Bldg. 42 LTC and Hospice, Salisbury, NC (1341). RPA Design. Mr. Robertson performed the project management and structural design for a 12 bed hospice addition to the Long Term Care building. The Addition is a separate single story cold-formed steel framed building with separate entrance. In addition to the Hospice building, Mr. Robertson also provided consulting services to the renovation of areas in the main Long Term Care building including the conversion of patient rooms into a Hoptel and the removal of steel members in the atrium area to open it up and make it more aesthetically pleasing. Mr. Robertson managed an associate engineer and drafting technician to complete the structural design and contract documents ahead of schedule. He attended planning meetings with the architect and client, as well as weekly conference calls, periodic coordination meetings and email and phone calls as necessary. The project was designed to meet local building codes although it is a Government/VA project. To ensure quality internal review of engineering design and construction documents was performed by the Engineering Manager.
(Zapata Incorporated, August 2009 – March 2010)
Project Manager, Structural Engineer. Department of Veterans Affairs, Consolidated Patient Account Center; 2500 S Lakemont Ave, Orlando, FL; Structural Services (Project #1328). Mr. Robertson performed the structural engineering design and oversaw the production of construction documents for the addition of a three story elevator tower addition to the existing precast concrete moment frame building. Mr. Robertson also provided structural guidance and consultation to the renovation of the third floor of the existing precast concrete framed facility. Determination of the building structural systems was critical in providing advice to the design team on what could and could not be demolished. The structural system was a composite construction of precast pre-stressed concrete beams and joists and poured-in-place concrete columns, slabs and beams. This was determined by reviewing the existing structural drawings and by thoroughly visually inspecting the structure. Mr. Robertson managed two team members for the project. Coordination with the client included conference calls with the design team held every other week; and meetings with the design architects were conducted as needed. To ensure quality, the structural design was reviewed at every stage by the engineer of record.
(Zapata Incorporated, 2009)
Structural Engineer/Project Manager, Structural Design of Charleston Place Apartments, Auburn, AL. The Charleston Place student apartment project in Auburn, AL, included structural engineering for 11 buildings of two to four story structures with over 250,000 square feet of living space and an estimated construction cost of $14,000,000. The wood framed structures used a combination of wood panel shear walls and steel framing. Mr. Robertson led a team of engineers, designers and drafters to produce the complex structural design ahead of schedule.
(Zapata Incorporated, 2008)
Structural Engineer, Structural Analysis of Roof Structure, Triad Center, Greensboro, NC. New condensing units were scheduled to be installed on the roof of the Triad Center in Greensboro, NC. Mr. Robertson was commissioned to analyze the roof structure of the existing building and determine if it can carry the additional load of the condensing units. A report was prepared with Mr. Robertson’s professional opinion regarding the addition of new condensing units.
(Zapata Incorporated, 2008)
Structural Engineer, Structural Assessment of Five Story Precast Parking Deck, Charlotte, NC. Mr. Robertson performed a structural assessment of a five story precast parking deck located in Charlotte, NC. A report was written that documented all visual distresses in the concrete slab, precast concrete members and bolted and welded connections. The report provided the owner with a tool to classify the distress as needing immediate repair, near future repair or general maintenance repair.
(Zapata Incorporated, 2008)
Structural Engineer, Preliminary Structural Design of Proposed Five Story Parking Deck, Central Piedmont Community College, Charlotte, NC. Mr. Robertson performed a preliminary structural design of a proposed five story precast concrete parking deck for Central Piedmont Community College. The preliminary design assessed the loads on the structure and the bearing loads of the proposed columns in order to assess the soil stress and bearing capacity.
(Zapata Incorporated, 2008)
Structural Engineer, 4th Story Apartment Balcony Structural Assessment, Charlotte, NC. Mr. Robertson’s expansive wood construction experience made him the perfect candidate to evaluate the structural failure of the 4th story balcony at an apartment complex in Charlotte, NC. It was determined that water intrusion had caused structural failure of the engineer lumber supporting the balcony. Mr. Robertson provided the owner with a solution to repair the structural failure along with a complete assessment report.
(Zapata Incorporated, 2008)
Structural Engineer, Structural Design of Precast Stair Addition to Existing Parking Deck, Central Piedmont Community College, Charlotte, NC. Mr. Robertson performed structural design of an addition of two precast stairs to a five level parking garage. The design accounted for wind and seismic loads. The foundation was designed to prevent overturning do to wind and/or seismic loads. The construction drawings were provided to the client for permit.
(Zapata Incorporated, 2008)
Structural Engineer, Intake Bridge Evaluation, Chester Metropolitan District, Fort Lawn, SC. Mr. Robertson lead a team of engineers to perform an assessment of the Intake Bridge at the clean water filter plant for the Chester Metropolitan District at Fort Lawn, SC. The project involved a visual assessment of the prestressed double tee concrete bridge and steel bents. A report describing the observations, the assessment, and the allowable load rating for the bridge was provided.
(Zapata Incorporated, 2008)
Structural Engineer, Structural Analysis and Design of Sluice Gate Installation, Chester Metropolitan District, Fort Lawn, SC. Mr. Robertson performed structural analysis and design of a new sluice gate to be installed in the clean water filter plant for the Chester Metropolitan District at Fort Lawn, SC. The project involved strength analysis of the concrete flume, location of reinforcing steel using a pacometer in the top of the flume to be cut, the design of the sluice gate and field observations of the concrete cutting process.
(Zapata Incorporated, 2008)
Structural Engineer, Structural Analysis of Plaster Cornice at Historic 16 S. Broad St., Charleston, SC. Mr. Robertson performed a site structural analysis and intrusive investigation the of the historic plaster cornice for the historic Wachovia Bank building in Charleston, SC. Mr. Robertson prepared a report describing the condition of the plaster cornice and required remedial action to preserve the historic plaster cornice. Mr. Robertson designed a repair and provided details to secure the cornice and prevent future damage by high winds or earthquake.
(Zapata Incorporated, 2008)
Structural Engineer, Structural Analysis for 5th Street Jack and Bore Project, Bank of America Building, Charlotte, NC. Mr. Robertson performed structural analysis for the jack and bore project to connect the new Bank of America building with the International Trade Center in downtown Charlotte, NC. The project consisted of analyzing the affect of boring into the basement wall of the ITC building and designing a securing solution to bore through the shoring of the building being constructed. Mr. Robertson provide design details for boring through the shoring and the foundation wall of the ITC for use in the project drawings for the jack and bore.
(Zapata Incorporated, 2008)
Structural Engineer, Structural Analysis of Spreader Beam Matrix, Bank of America Corporate Center, Charlotte, NC. Mr. Robertson was part of the team that performed structural analysis of a spreader beam matrix designed to carry the load of the chiller units for the Bank of America Corporate Center mechanical systems. The beams were analyzed to determine if they could carry the additional load of the new up-sized chiller units. The beams were required to carry the load of the motors while maintenance was performed. A report with recommendations for revisions to the spreader beam matrix was provided to the client.
(Zapata Incorporated, 2008)
Structural Engineer/Project Manager, Renovate Four Company Operations Buildings, Fort Bragg, NC. Mr. Robertson lead a team of design professional consisting of architects, and civil, mechanical and electrical engineers to renovate four buildings originally constructed in 1999 for use as a storage facility. The expected use of the facility after renovation was a company operations facility for the Airborne 525th Battlefield Surveillance Brigade. The second floor of the four buildings was transformed from open storage to assembly and office space. The design team provided plans for renovation on an accelerated deliverable schedule that reduced the design time by 40%.
(Zapata Incorporated, 2008)
Structural Engineer, Structural Evaluation of Building Façade, Wachovia Building, Columbia, NC. Mr. Robertson performed a structural condition survey of a cracked precast concrete façade panel. The evaluation included an external and intrusive visual structural examination. Mr. Robertson oversaw and assisted in the removal and replacement of the interior finished in order to determine the cause of the façade distress. Mr. Robertson provided a report that included possible cause and recommendations for structural remediation. Mr. Robertson oversaw the repair construction of the distressed façade panel.
(Zapata Incorporated, 2008)
Structural Engineer/Project Manager, Renovate 1935 Building for TV/Audio/Photography Studio, Fort Bragg, NC. Mr. Robertson lead a team of design professional consisting of architects, and civil, mechanical and electrical engineers to renovate a historic 1935 military facility. The original use of the facility was a “Mule Barn”. The expected use of the facility after renovation was a high-tech TV/Audio/Photography studio for use by the Directorate of Information Management. The design had to consider budget, technology, use, and historical significance. The team provided plans for renovation on schedule that were sensitive to need, budget, and historic relevance.
(Zapata Incorporated, 2008)
Structural Engineer/Project Manager, Bank of America Corporate Center and Founders Hall Fall Protection for Window Washers and Exterior Building Maintenance Evaluation, Charlotte, NC. Mr. Robertson headed up a team that evaluated the existing conditions of fall protection devices and equipment, compared it with current codes, regulations and standards, and provided CAD drawings documenting current conditions. A thorough report including recommendation for compliance with current codes, regulations, and standards was provided to the client.
(ZapataEngineering, 2007)
Structural Engineer, Structural Evaluation of 206 S. Church Street Parking Garage, Charlotte, NC. Mr. Robertson performed a structural condition survey of a steel framed parking garage. The evaluation included a visual structural examination, and revealed several deficiencies requiring remedial action. Mr. Robertson oversaw the mapping the distresses in CAD format for a report that including recommendations for structural remediation provided to the client.
(ZapataEngineering, 2007)
Structural Engineer/Project Manager, Residential Structural Design of Cedar Gables II – Duplex, Charlotte, NC. Mr. Robertson performed the structural design of the 2,800 sf duplex and oversaw the production of the construction documents.
(ZapataEngineering, 2007)
Structural Engineer, Structural Evaluation for Installation of New 2MW Generator, Gateway Village, Charlotte, NC. Mr. Robertson performed a Structural Evaluation of the roof framing below the proposed location for the new 2 MW generator planned for installation on the roof of the GWV 800 building. Mr. Robertson also oversaw non-destructive testing, x-raying and pacometer testing of concrete floor and roof piers.
(ZapataEngineering, 2007)
Structural Engineer, Independence Parking Deck Structural Condition Assessment, Central Piedmont Community College, Charlotte, NC. Mr. Robertson performed a thorough structural condition survey of a precast concrete parking garage. The evaluation included a visual structural examination, and revealed several deficiencies and construction defects requiring remedial action. A comprehensive report including recommendations for remediation was provided to the client.
(ZapataEngineering, 2007)
Structural Engineer, Structural Assessment of Bank of America Plaza Parking Garage, Charlotte, NC. Mr. Robertson performed field observations of structural defects and/or defects and provided an opinion regarding required repairs. Mr. Robertson also assisted in the oversight of the repair construction.
(ZapataEngineering, 2007)
Structural Engineer, Structural Evaluation of Floor Capacity, BellSouth, Caldwell St., Charlotte, NC. Mr. Robertson examined existing drawings and performed a structural evaluation using ADAPT-RC v5.00, of the 3rd floor of the BellSouth building on Caldwell St. in Charlotte, NC. The original structure was built in 1928 and added on to in 1953. An analysis of building codes for the construction years was required.
(ZapataEngineering, 2007)
Project Manager/Structural Engineer, Mayfair Townhomes Poured in Place Concrete Retaining Wall, Charlotte, NC. Mr. Robertson engineered and managed the design of a 13’ maximum height, 650’ long poured in place concrete retaining wall. Unique soil conditions required the use of micro piles in specific locations. The wall retained a pond and roads.
(ZapataEngineering, 2007)
Structural Engineer, South Point Baptist Church Family Ministry Center, Belmont, NC. Mr. Robertson engineered the structural systems and supervised the preparation of the structural drawings for a new multi use facility. The 17,740 sf masonry building had eave heights of 25’-3” (ZapataEngineering, 2007)
Project Manager/Structural Engineer, The Great Outdoors Shooting Range, Cherryville, NC. Mr. Robertson coordinated a multidiscipline design team for a 3,360 sf, six lane shooting range constructed of solid grouted masonry walls. He also coordinated with the shooting range supply company and researched required bullet proof door and window requirements.
(Worldwide Engineering, 2007)
Project Manager/Structural Engineer, New Office/Warehouse for Queens Transportation, Maiden, NC. Mr. Robertson coordinated a multidiscipline design team for a two building development with 17,570 sf combined office/warehouse and service garage. He also supervised the production of the construction documents for the project and performed the foundation design for the warehouse dock and garage facility.
(Worldwide Engineering, 2007)
Project Manager/Structural Engineer, Pinnacle Place, Southern Pines, NC. Mr. Robertson coordinated a multidiscipline design team for a 5,300 sf mixed use facility, retail on the first floor with residential units on the second and third floors. He supervised the design and construction documents for the project. Light gage metal stud with brick veneer exterior walls with wood framing interior walls and floor trusses were implemented in the design.
(Worldwide Engineering, 2007)
Project Manager/Structural Engineer, New Building for Harvey Bagshaw, Mooresville, NC. Mr. Robertson coordinated a multidiscipline design team for a 7,000 sf office/warehouse and supervised the final construction documents for the project. Mr. Robertson also performed the foundation design.
(Worldwide Engineering, 2007)
Structural Engineer, Storm Water Detention Facility and Retaining Wall for Belmont Reserve Phase II, Belmont, NC. Mr. Robertson designed the 27 foot tall concrete storm water detention facility and the associated 77 foot long, 20 foot high reinforced concrete retaining wall.
(Worldwide Engineering, 2007)
Project Manager/Structural Engineer, Forensic Inspection of 3002 Corriher Farm Rd., Lincolnton, NC Mr. Lead the team to inspect and report on the cause of the collapse, during construction, of a single story conventionally framed structure. It was determined that the builder did not provide proper temporary bracing of the structure to resist high winds.
(Worldwide Engineering, 2007)
Project Manager/Structural Engineer, Residence for Jeff Howe, Charlotte, NC
Mr. Robertson oversaw the structural design and production of the construction documents for a 6,496 sf conventionally framed residence.
(Worldwide Engineering, 2007)
Structural Engineer. Foundation for Westside Church of Christ, Charlotte, NC. Mr. Robertson designed the concrete slab on grade foundation for the 12,000 sf new sanctuary.
(Worldwide Engineering, 2007)
Project Manager/Civil/Structural Engineer. New Office for Bob Stilp General Contractor, Denver, NC. Mr. Robertson performed the structural design and oversaw the civil design and construction documents for a 2,080 sf, office building of masonry construction.
(Worldwide Engineering, 2006)
Structural Engineer. Retaining Wall for Imperial Point Development, Durham, NC. Mr. Robertson designed and produced the construction documents for a 245 linear foot, 10 foot tall reinforced concrete retaining wall with highway surcharge loading.
(Worldwide Engineering, 2006)
Project Manager/Structural Engineer. Tommy Carver Office/Warehouse, Charlotte, NC. Mr. Robertson coordinated a multidiscipline design team for a 7,200 sf office/warehouse and supervised the final construction documents for the project. Mr. Robertson also performed the foundation design.
(Worldwide Engineering, 2006)
Structural Engineer. Precast Concrete Manhole Design for Precast Concrete Supply, Huntersville, SC. Mr. Robertson was commissioned by Precast Concrete Supply to design and specify a four foot to six foot diameter concrete manhole with AASHTO and NCDOT ratings and specifications.
(Worldwide Engineering, 2006)
Project Manager/Civil/Structural Engineer. All American Fitness, Denver, NC. Mr. Robertson performed the structural design and oversaw the civil design and construction documents for a 10,800 sf, two story fitness center. The Building was of masonry construction with a 12 foot reinforced concrete retaining foundation wall.
(Worldwide Engineering, 2006)
Project Manager. Site Design for East Gaston Volunteer Fire Department. Mount Holly, NC. Mr. Robertson managed the civil site design team for a 2 acre site design including grading, paving, utility, erosion control, and landscape design.
(Worldwide Engineering, 2005).
Structural Engineer. Hielical Pier Foundation for Lake Shore Town Home, DR Horton,Tega Kay, SC. Mr. Robertson was commissioned by DR Horton Homes to design a helical pier foundation plan for a six-unit town home complex due to poor soil bearing conditions.
(Worldwide Engineering, 2005)
Project Manager/Structural Engineer. New Office/Warehouse Facility for Doors by Nally, Mooresville, NC. Mr. Robertson coordinated a multidiscipline design team for a 9,375 sf office/warehouse and supervised the final construction documents for the project. Mr. Robertson also performed the foundation design.
(Worldwide Engineering, 2005)
Project Manager/Structural Engineer. Pre-cast Double-Tee Post Construction Reinforcing for Shurtape Technologies, LLC, Stony Point, NC. Mr. Robertson performed the structural analysis and design, and supervised construction documents for the post construction reinforcing of a 4DT18+2 pre-cast double-tee floor system, constructed in the 1960s, for the purpose of additional loading beyond original design limits. Externally bonded FRP systems for strengthening concrete structures was used in the design.
(Worldwide Engineering, 2005)
Project Manager/Structural Engineer. Masonry Retaining Wall for Cipleu, Hickory, NC. Mr. Robertson designed and oversaw the production of construction documents for a 95 linear foot, 8 foot tall reinforced concrete masonry retaining wall.
(Worldwide Engineering, 2005)
Structural Engineer. UNCC Pedestrian Bridge Abutment, Charlotte, NC. Mr. Robertson performed the analysis and structural design for the pedestrian bridge abutment at UNCC. The design called for 15 ton capacity 8” piles to support the abutments due to poor soil conditions.
(Worldwide Engineering, 2005)
Structural Engineer. New Office for Dr. Paul Anderson, Denver, NC. Mr. Robertson performed the structural design and oversaw the construction documents for the conventionally framed stick built with brick veneer 3440 sf office building.
(Worldwide Engineering, 2005)
Project Manager/Structural Engineer. New Office/Warehouse for Doors Damon Lusk Racing, Denver, NC. Mr. Robertson coordinated a multidiscipline design team for a 13,815 sf, two story office/warehouse and supervised the final construction documents for the project. Mr. Robertson also performed the foundation and second floor framing design.
(Worldwide Engineering, 2005)
Project Manager/Structural Engineer. New Offices for Blu Gas, Denver, NC. Mr. Robertson coordinated a multidiscipline design team for a 10,800 sf, seven tenet office complex. He also supervised the final construction documents for the project.
(Worldwide Engineering, 2005)
Project Manager/Structural Engineer. Addition to Twin Oaks Bar and Grill, Denver, NC. Mr. Robertson coordinated a multidiscipline design team for a 2,530 sf bar and lounge addition to the existing restaurant. Mr. Robertson also performed the design for the framing and foundation plans and details.
(Worldwide Engineering, 2005)
Project Manager/Structural Engineer. Cantilevered Light Pole Base for Johnson Lexus, Durham, NC. Mr. Robertson designed and oversaw the production of construction documents for a cantilevered light pole base. The light pole was located at the edge of a segmental block retaining wall requiring special design to resist wind load.
(Worldwide Engineering, 2005)
Project Manager/Structural Engineer. Retaining Wall for Walgreens, Wake Forest, NC. Mr. Robertson designed and oversaw the production of construction documents for a 292 linear foot, 10 foot tall reinforced concrete retaining wall.
(Worldwide Engineering, 2004)
Structural Designer, Camino Real Mexican Restaurant, Tullahoma, TN. Mr. Robertson designed the light gage structural framing system with brick veneer, steel moment frame and concrete slab foundation for a 5,512 sf restaurant.
(Tune Design Architecture, 2004)
Structural Designer, Shallow Creek Business Center, Chattanooga, TN. Mr. Robertson designed the light gage structural framing system with brick veneer, steel moment frame and concrete slab foundation for a 6,000 sf office building, shell only.
(Tune Design Architecture, 2004)
Project Manager. New Gymnasium for Antioch Missionary Baptist Church, Chattanooga, TN. Mr. Robertson coordinated a multidiscipline design team and oversaw construction documents for a 8,400 sf athletic gymnasium. Masonry foundation and retaining walls were implemented to site building on steep grade. Maximizing flex space while reducing construction costs were important design parameters.
(Tune Design Architecture, 2004)
Structural Designer, Goodyear Auto Service Center, Fort Oglethrope, GA
Mr. Robertson performed the design and produced the construction documents for a 7,392 sf masonry, wood and steel structure in accordance to the Goodyear Auto Service Center specifications. Local building codes required modifications to the
(Tune Design Architecture, 2004)
Structural Designer, McKay Used Books & CD’s, Knoxville, TN
Mr. Robertson performed the design and produced the construction documents for a 25,146 sf two story retail building constructed of masonry, steel, and pre-cast concrete planks. An open elevator required special structural design.
(Tune Design Architecture, 2004)
Structural Designer. New Sanctuary for Oak Grove Missionary Baptist Church, Niota, TN. Mr. Robertson designed the foundation and structural framing and produced the construction documents for a 12,903 sf light gage steel with masonry veneer and steel moment frame facility.
(Tune Design Architecture, 2004)
Project Manager/Lead Designer, Hi-Tech Molding & Engineering/Baxter Enterprises, Winchester, TN. Mr. Robertson oversaw the design construction documents for a 204,500 sf automobile parts paint factory and warehouse. Fire code compliance and hazardous materials handling required extensive code research for the design.
(Tune Design Architecture, 2004)
Structural Designer, MRI Suite Addition to Chattanooga Bone and Joint Center, Chattanooga, TN. Mr. Robertson worked on the design and produced the construction documents for a 2,414 sf MRI suite addition to an existing doctor’s office. Special attention was given to the steel moment frame near the MRI unit as well as special slab foundation design.
(Tune Design Architecture, 2004)
Structural Designer, Tri-State Exhibition Center, McDonald, TN
Mr. Robertson performed the design and produced the construction documents for a 70,400 sf open arena structure with pre-cast bleachers and a judge’s stand constructed of steel framing.
(Tune Design Architecture, 2003)
Structural Designer, Furniture Row, Brownsville, TX
Mr. Robertson also provided structural design services and produce construction documents for the foundation of the 53,440 sf retail facility. The foundation was a concrete slab on grade and isolated column footings with horizontal tie to resist kick out.
(Stephen R. Elliott & Associates, 2003)
Civil/Structural Designer, Furniture Row, Bryan, TX
Mr. Robertson performed the civil site design of 4.9 acre site including grading, paving, utility, erosion control, sanitary and storm sewer, landscape, and storm water management design. Mr. Robertson also provided structural design services for the foundation of the 53,440 sf retail facility. The foundation was a concrete slab on grade supported by concrete piers and grade beams due to sandy soil conditions.
(Stephen R. Elliott & Associates, 2003)
Civil/Structural Designer, Residential Addition for Richard and Mary Cabela, Sidney, NE
Mr. Robertson performed the civil site design of the 0.8 acre site. Mr. Robertson also provided structural design services for the 37,710 sf residential addition that will later become a museum.
(Stephen R. Elliott & Associates, 2002)
Civil/Structural Designer, Residence for George and Barbara Rodgers, Fines Creek, NC
Mr. Robertson performed the civil site design and grading plan. Mr. Robertson also performed the structural design and drawings for the foundation and framing plans.
(Stephen R. Elliott & Associates, 2002)
Structural Designer, Oak Tree Inn, Cheektowaga, NY
Mr. Robertson performed the structural design and produced the construction documents for a 24,880 sf, 53 room, three story hotel. Mr. Robertson analyzed and designed the wood framed structure for wind and seismic loading and designed the foundation.
(Stephen R. Elliott & Associates, 2002)
Civil/Structural Designer, Oak Tree Inn, Hermiston, OR
Mr. Robertson performed the civil site and structural design and produced the construction documents for a 27,800 sf, 62 room, three story hotel. Mr. Robertson produced Site paving, grading and utility plans, and analyzed and designed the wood framed structure for wind and seismic loading.
(Stephen R. Elliott & Associates, 2002)
PREVIOUS EXPERIENCE (1995 – 2002)
Structural Design
Mr. Robertson has designed or participated in the design of many new structures, additions or renovations to existing structures. His structural design experience includes commercial, industrial, institutional, governmental and residential construction. Mr. Robertson has also performed structural detailing, specifications writing and editing, construction monitoring and overall project management duties. Notable examples include:
§ Franklin County Jail, 1996, Winchester, TN
§ Chattanooga Neighborhood Enterprise, four-plex development, 1997, Chattanooga, TN
§ McKay Used Books and CDs, 1997, Chattanooga, TN
§ Cellular One Cell Tower Foundations, 1998 – 1999, Chattanooga, TN
Land Development
Mr. Robertson has worked with owners and developers to provide land development plans for many different types of developments. This work includes master planning, site grading plans, road plan and profiles, storm water design and site selection analysis. Examples include:
§ Fuller Road Subdivision, 1996, Chattanooga, TN
§ Robin Lane Subdivision, 1997, Chattanooga, TN
§ Ooltewah-Ringgold Road Town Homes, 1998, Chattanooga, TN
Civil Site Design
Mr. Robertson has performed a wide variety of civil site design work including, site design and selection, storm water management, soil testing, storm and sanitary sewer design, flood analysis, GIS utilities mapping, and much more. Examples include:
§ Champion Cleaners, Site Design, 1995 – 1996, Chattanooga, TN
§ Taco Bell, Site Design, 1996, Chattanooga, TN
§ Nichols Fleet Equipment, Site Design, 1997, Chattanooga, TN
§ Tennessee-American Water Company, GIS Utilities Mapping, 1994, Chattanooga, TN
§ Whitehouse Utility District, GIS Utilities Mapping, 1994, Whitehouse, TN
§ Storm Water Improvement Projects, 1995 – 1997, East Ridge, TN
§ Friar Branch Storm Water improvements, 1996 – 1998, Chattanooga, TN