Doucet was responsible for designing this campus located on Austin Community College's (ACC) Round Rock location. Doucet developed 10 new portable classroom buildings, along with large walkways for pedestrians, utilities, bus drop-off, accessible routes, and connectivity with surrounding areas. The site/civil plans included designing a pedestrian traffic control plan to safely accommodate ACC students while construction was taking place. This campus is considered a temporary early college facility until a more permanent facility can be planned, budgeted, and constructed. The project was on an extremely tight timeframe as the planning, design, permitting, and construction duration was completed in less than six months.

Doucet provided the conceptual plan and engineering design for a nine-court tennis complex. Work included preparing construction documents and construction administration.

This project involved library expansions and administrative office improvements on 8.18 acre site. Doucet was responsible for all civil engineering services to support the design, permitting, and construction phase of the project as it pertained to exterior improvements. Exterior improvements initially just included accessible pathways to building entrances/exits. Due to the Memorial Day 2015 storm event, the gymnasium was flooded. Doucet was tasked to provide design, permitting, and construction phase services for drainage mitigation to the courtyard/gymnasium areas of the campus. Additional drainage issues between building wings C and D, as well as areas to the south of the new library under construction, were identified due to that storm event and subsequent major storm. In addition, the wastewater line serving the school was inspected via camera and was found to be collapsing in several areas. Because the original wastewater line was the Orangeburg pipe installed in the 1950s, Doucet designed a new wastewater line to replace it.

Additional parking was required for Hays County ISD bus purchases The overall site had a gently sloping terrain with a drainage area crossing in the middle of the proposed bus parking facility, thereby limiting any usable access to about four acres of the property without the installation of drainage structures. Topographic survey information was needed and required by the City in order to prepare hydraulic modeling of the drainage channel crossing and to obtain a permit for the construction in and adjacent to the drainage area and upstream from ongoing single-family property development. Doucet prepared one set of construction documents for permitting and construction. Doucet also submitted and processed the plans and applications to the City of Kyle and aided the Client in obtaining approval from City of Kyle for their planned improvements.

Doucet is engineer for IDEA Charter School at Rundberg, along the IH-35 southbound frontage road. Phase Two includes construction of the primary school building, completion of the ring road and ancillary parking, extension of the ring road north to Brownie Drive, and related drainage and utility improvements. This project also includes approximately 500 City of Austin street improvements to connect Brownie Drive to E. Longspur Blvd.

Doucet was responsible for a complete renovation and addition to existing industrial buildings in order to create a two-story elementary school in a highly developed area. This 115,967 SF school includes 112 parking spaces. Due to the large amount of apartments in the area, it was anticipated that 75% of the student population would walk or bike to school. To facilitate pedestrian and motor vehicle traffic, a High-Intensity Activated Crosswalk (HAWK) was designed into the project to cross West Rundberg Lane, an arterial road adjacent to the site. We completed all civil engineering and development permitting for the site to include designing a left turn lane on the existing arterial road for access into the site and adjusted internal circulation and existing driveways to create one way traffic flow in and out of the site. We also utilized existing regional water quality and detention facilities to avoid additional on-site stormwater management requirements. In addition, the existing pavement condition was assessed to determine what pavement areas required rehabilitation or replacement.