Granite Edvance, following its recent rebranding, sought to renovate its 7,800 square foot first-floor office to better align with its updated identity and operational needs. The Turner Group was awarded the project to lead the architectural and interior design efforts. The existing layout and finishes no longer supported the company’s vision, prompting a thorough reconfiguration […]
The goal of this project is to replace the four classrooms currently housed in modular units and to add critical spaces that the existing school and surrounding community do not currently have. The Turner Group is working closely with both the school and the community to explore multiple design options that address these needs and […]
The Turner Group led the design for a two-story addition at Bow Elementary School, creating eight modern classrooms and collaborative spaces to support student learning and staff needs. The project included major infrastructure upgrades and sustainable features, with renovations now underway to further enhance the existing building.
Turner Group (TTG) was selected by SAU #53 to lead a comprehensive master planning effort for the Armand R. Dupont Middle School and Allenstown Elementary School. The team began with an in-depth review of existing conditions, engaging closely with school administrators, educators, and community stakeholders to understand the district’s current and long-term needs.
The ACB Auxiliary Spillway and Gate Replacement Project served to make improvements to an existing dam that impounds a crucial water storage facility that supports consistent and reliable water supply in Southern New Hampshire. The scope of the project included several critical components aimed at improving the dam’s redundancy, operational efficiency, and safety. Hydraulic modeling […]
This 90-foot span steel girder bridge on integral abutments replaced a severely undersized and deteriorated CMP. Work included the replacement of a 12-inch water main supported between the girders. Approximately 1100 linear feet of the roadway was reconstructed including elevating the roadway 6.5 feet to mitigate overtopping. This reconstruction included a 300-foot sheet pile retaining wall to accommodate the elevated profile within 25 feet of the existing brook. Traffic control was an on-site single lane detour road and bridge that utilized temporary traffic signals.
