Surveying

League City GPS Control Points

League City GPS Control Points Galveston and League City, Texas In late 2021 and early 2022, DCCM conducted accurate horizontal and vertical GPS control surveying to update the City of League City’s GPS Survey Control Monument System. The existing 36 control monuments were recovered and reobserved, and observed or missing monuments were reset. Multiple redundant RTK GPS observations were performed at each point using the Hexagon (Leica) HxGN SmartNET Real-Time Network, with a minimum of three different satellite constellations. The disturbed and missing points were reset with ¾-inch aluminum deep-sectional rods in 6-inch PVC sleeves in concrete. The rods were driven to refusal or a maximum depth of 27 feet. Steel access covers marked the League City survey control point, and point designation (point number/identifier) was installed on each new point. The updated and new data obtained on each existing and new point consisted of the following: Horizontal datum: NAD 83, CORS adjustment (2011), EPOCH 2010.00 in U.S. survey feet, Texas Coordinate System, South Central Zone 4204. North and east coordinates were reported in grid values and latitude/longitude. Mapping angle, scale factor, and combined scale factor were also provided. Vertical datum: NAVD 88 CORS adjustment with GEOID Model 18. Elevations were reported in U.S. survey feet. A detailed survey report was provided, which included: Detailed summary with background information (monument history) and survey methodology used Overall project vicinity maps showing the location of points SmarNet CORS information sheets Final coordinate list New survey control data sheets At a Glance 36 Control Monuments $63,350 Survey Cost Markets Surveying Services Surveying

Dogwood Trail Boundary Survey

Dogwood Trail Boundary Survey Tyler County, Texas DCCM determined boundaries for a privately held timber company tract of land and performed research of Texas General Land Office archives, Hardin County records, and private survey records. Fieldwork in the area determined the location of existing occupation, monumentation, topographic features, and natural features. The evidence was analyzed and compared with the recorded evidence, and, where appropriate, lines were marked with lathes that were intervisible. Plats that included trails and natural features for park use and metes and bounds were prepared for use in the land transfer. The resulting 40-acre partition was transferred to the Big Thicket Natural Heritage Trust. At a Glance 40 Acres $7,000 Survey Project Cost Markets Surveying Services Surveying

Marion County Boundary Survey

Marion County Boundary Survey Marion and Jefferson Counties, Texas DCCM determined the boundary of an original survey in Marion County and the boundary determination of numerous tracts of land surrounding and adjacent to the subject survey. Due to natural and artificial changes in the area since the 1800s, the project required extensive research outside the normal record research involved in any survey project. Research was performed in the Texas General Land Office archives, Marion County records, and private survey records. Historic research of the area was also necessary, including historical aerial photography and topographic maps. Fieldwork utilized existing occupation, monumentation, and natural features as called for when the grants were originally laid out. Evidence was analyzed and compared to records. A report and plat were prepared, setting out all boundaries, the issues affecting the area, and the topographic features. Project Manager Nedra Foster Townsend, LSLS, RPLS, and Texas Parks and Wildlife Department personnel attended meetings with surrounding landowners to explain boundaries. At a Glance Boundary Survey Historic Research Markets Surveying Services Surveying

Neches Wildlife Management Area Tract Acquisition

Neches Wildlife Management Area Tract Acquisition Cherokee County, Texas DCCM was selected to survey the boundaries of 250 acres in Cherokee County, which included several miles of Neches River gradient boundary, a river cut-off area, highway frontage, oil and gas operations, utility easements, and a railroad transecting the tracts. DCCM requested the right of entry, the setting of control, the location of existing monumentation, and the setting of new monumentation where needed, preparation of plats, and legal descriptions for transactions. Services DCCM conducted deed research to ascertain current record ownership and parent tracts, as well as easements, utilities, and oil and gas records. Records from TxDOT and the Missouri Pacific Railroad were acquired. Research on original grants was conducted using GLO archival records. Historic aerial photographs and topographic maps were used to determine the nature of changes in the river course. We set benchmarks that other entities can access and rely on for GPS-based transactions. The gradient boundary was surveyed on the Neches River in accordance with Oklahoma v. Texas, 260 US 606 (1923). A cut-off of the river (also a county line) had occurred, so this required ascertaining whether the state maintained a claim to the cut-off and to the river’s flow. All corners, lines, and improvements were included in this survey. Plat and metes-and-bounds were prepared for the three tracts comprising 250 acres. At a Glance 250 Acres $75,400 Survey Cost Markets Surveying Services Surveying

Pelican Causeway Survey

Pelican Causeway Survey Galveston County DCCM performed surveys in connection with a proposed route for a new Pelican Causeway from Galveston Island across to Pelican Island. Nedra Foster Townsend, LSLS, RPLS, served as Licensed State Land Surveyor (LSLS) for this project, and Joe Mattox, LSLS, RPLS, served as Project Manager. DCCM’s tasks included researching both current and historic data to evaluate natural and artificial changes to the landscape; research on court cases that affected the boundary locations; calculations of tidal datums for which we relied on Tide Gauge 8771450 Galveston Pier 21; survey of tidal datums and location of state submerged tracts; establishment of new control and recovery of existing control; survey of affected tracts and monumentation of new take parcels; topographic surveys of take areas; metes-and-bounds descriptions of each take parcel; and mapping proposed right-of-way, shoreline survey, and take parcels. At a Glance Coastal and Tidal Survey 2023 Completion Date Markets Surveying Services Surveying

Aerial view looking straight down at a multilane highway with a new crosswalk intersecting both directions of travel lanes

FM 2818 (Harvey Mitchell Parkway) Improvements

FM 2818 (Harvey Mitchell Parkway) Improvements College Station, Texas The FM 2818 (Harvey Mitchell Parkway) project in College Station is a story of innovation, collaboration, and technical excellence. DCCM led the team that worked closely with the City of College Station, TxDOT, Texas A&M University, and Easterwood Airport to address the region’s rapid growth and evolving transportation needs. Our journey began with a comprehensive corridor study and traffic analysis, which revealed that traditional intersection designs would not provide the necessary capacity or operational improvements. In response, we expanded our analysis to include six additional alternatives and ultimately selected an innovative “superstreet” (Restricted Crossing U-turn) design. This approach reduced signal phases at intersections, improved traffic flow, and provided flexibility for future upgrades to a controlled access facility. Our scope included data collection, accident and traffic analysis, environmental documentation, public involvement, identification of right-of-way (ROW) and easements, utility coordination, and topographic surveying. We also managed a team of eight subconsultants for specialized analyses and design tasks. We completed both the schematic and PS&E phases for FM 2818, developing a geometric design schematic from Wellborn Road to F&B Road, and seamlessly transitioning into detailed construction documents. The final schematic design was coordinated with the parallel PS&E design team, enabling construction documents to reach 60% design before schematic finalization. This efficient transition was made possible by keeping most of the same key staff and maintaining a strong project management plan throughout both phases. One of the most significant challenges was the presence of a major underground electric duct bank that conflicted with the proposed curb line and storm sewers. By conducting precise SUE QL-A potholing and collaborating with the city and TxDOT, we developed a solution that allowed the duct bank to remain in place while relocating the storm sewer, avoiding major disruptions and keeping the project on schedule. Another challenge arose when a new overpass at Jones-Butler Road was added late in the design process. Our team quickly adapted, revising schedules and resources to incorporate the new structure without impacting the letting date. Environmental considerations were also paramount. White Creek, which runs parallel to the corridor, required careful coordination to minimize impacts to the floodplain and wetlands. Through detailed grading, innovative barrier design, and close collaboration with regulatory agencies, we kept wetland impacts below permitting thresholds and avoided additional ROW acquisition. The FM 2818 project is now under construction. The result is a safer, more efficient, and future-ready corridor that supports the continued growth of College Station and the surrounding community. Traffic Analysis/Corridor Study Services DCCM performed a corridor study for FM 2818 from George Bush Drive to Wellborn Road. The study examined various alternatives, including many different intersection configurations. Ultimately, the conventional intersection designs failed to provide adequate operations. As a result, the superstreet concept was proposed and evaluated as a potential solution for the corridor. This provided the opportunity to reduce signal phases at intersections while maintaining the flexibility to upgrade the corridor to a controlled-access facility in the future should the need arise. Responsiveness: The original scope included an analysis of three options for access management along the corridor, none of which provided adequate capacity. To keep the project on schedule, the DCCM team worked with the City of College Station and TxDOT to identify and analyze six more options before the change order was processed. The innovative intersection used in the final design was one of these six additional options. Surveying Services During the S&E phase, DCCM provided a comprehensive topographic survey on this City of College Station/TxDOT street design project. The route was a 1.8-mile section of the existing state highway roadway. The extra width of the ROW created an unusually large, 80-acre project area, with several acres of native trees and brush. Using baseline survey points and information from the early 1970s, the ROW lines were accurately fitted to the topographic survey. Additionally, Baseline | DCCM had surveyed utility easements along the highway over 15 years prior, before any of the adjoining apartment complexes were developed. Schematic Design Services DCCM developed a geometric design schematic for FM 2818 from Wellborn Road to George Bush Drive. The project scope included conceptual and schematic design, data collection, accident and traffic analysis, conceptual design, schematic design, environmental documentation, public involvement, ROW/easement identification, utility coordination, project management, and topographic surveying. The initial scope included analyzing three design-year alternatives, developing a conceptual schematic for each, and developing the selected alternative through schematic design. Based on the results of the traffic analysis/conceptual design and meetings with City of College Station and TxDOT staff, it was determined that the three design-year alternatives would not adequately address growth issues along the project corridor; therefore, six additional alternatives were analyzed. Based on the traffic analysis and input from the City and TxDOT, a “super street” option was selected and developed through schematic design. SUE Services Under the SUE department’s TxDOT contract, the Bryan District requested that SUE QL-B designation be performed for their 3.2-mile FM 2818 Improvement project. More than 265,000 linear feet of utilities were identified on the project, resulting in a utility map that revealed numerous critical conflicts with the proposed roadway improvements. The designers and utility coordinators asked for 24 SUE QL-A test holes. All test holes were completed, the SUE QL-B designation and the conflicts it revealed were validated, and the designation was assigned. An additional SUE QL-B was requested for the downside streets to fully understand the utility impact. This project faced challenges, including complex traffic control and Texas A&M mowing the TxDOT ROW before each home football game. It was critical to complete the survey work each week before the Friday afternoon mowers arrived. At a Glance 40% Reduction in Corridor Travel Times $57.6 million Construction Cost Markets Transportation Environmental Services Transportation Surveying Utilities

SH 249 (Tomball Tollway), Phases I and II

SH 249 (Tomball Tollway), Phases I and II Tomball and Montgomery County, Texas DCCM was contracted by the Harris County Toll Road Authority (HCTRA) as the Program Management Consultant (PMC) for the design and management of both preliminary and final project designs, as well as construction management and inspection services for Phase II. We developed a project feasibility assessment, which resulted in the SH 249 (Tomball Tollway), Phases I and II engineering feasibility report, and served as the basis for the final design. On its first day of operation, eager toll users doubled the projected 17,000 daily toll transactions, cutting traffic on the existing frontage road in half. Funded entirely with toll road revenue paid by drivers who choose to use the Harris County toll road system, the final construction will extend the toll road into Montgomery and Grimes Counties to SH 105, streamlining trips to and from rapidly growing Grimes County and College Station. Phase I: Spring Cypress Road to FM 2920 This project provided travelers with four main lanes in each direction and was constructed between the existing TxDOT northbound and southbound non-tolled frontage roads. As PMC for HCTRA, DCCM completed an aggressive 9-month design program to deliver plans, specifications, and estimates (PS&E) for HCTRA to bid and construct this phase. DCCM provided leadership, schedule adherence, quality assurance, and oversight to 17 consultants, completing the PS&E for four new toll lanes in each direction along a 6-mile stretch of SH 249, adding five new bridges, retaining walls, and a drainage system that mitigates flooding. Drivers may now bypass seven stoplights while the frontage roads remain toll-free. All milestone submittals were met on time, and the project was constructed in only 16 months and under three construction contracts. Phase I was open to traffic in April 2015 and is exceeding all revenue forecasts.  Phase II: FM 2920 to Spring Creek (Harris/Montgomery County line) Design preparations for Phase II began in October 2014 with design revisions to the TxDOT 2006 SH 249 Schematic. As in Phase I, DCCM was the PMC for the design of four-lane toll lanes in each direction, adding three-lane frontage roads on both north- and southbound approaches, five major bridges, flood-mitigating storm sewer detention, a collegiate practice field, and equestrian and bike trails. Services also included computing cut-and-fill quantities for roadway sections, concrete and reinforcement steel quantities for bridge deck pours, and payments for such pours on the contractor’s pay estimate. DCCM monitored the roadway excavation, subgrade preparation, concrete milling, embankment placement for abutments, installation of drill shaft and foundations, concrete beam placement, asphalt pavement placement, bent footings, column, cap pours, reinforced earth walls, 18- to 36-inch reinforced concrete pipes, and various concrete box culverts. Our team oversaw construction management and inspection services for this segment of the project.  Phases I and II of the SH 249 (Tomball Tollway) project included environmental investigations and permitting, survey/ROW mapping, utility identification and assessment, subsurface utility engineering (SUE), and hydrologic and hydraulic (H&H) modeling and detention pond design. DCCM also provided construction phase services for Phase II and the direct connectors at SH 99 (Grand Parkway). Mainlanes, Phase I, Section 1 – Montgomery County MCTRA selected DCCM to prepare PS&E for mainlane and ramp construction for a 0.4-mile section of tollway north of Tomball, Texas. The project scope included roadway geometric design, traffic control plans, removal plans, drainage plans with both open and closed systems, SWPPP, cross-sections, general notes, specifications, and construction cost estimates. The DCCM team coordinated with both adjacent designers on the Montgomery County segment and with the design and construction teams of the Harris County segment to the south to deliver a synchronized product that minimized impacts to travelers and adjacent property owners and reduced overall project costs. At a Glance $101 million Phase I Construction Cost $99 million Phase II Construction Cost Markets Transportation Services Transportation Utilities Surveying Water & Wastewater

US Soccer Federation HQ & National Training Center

US Soccer Federation HQ & National Training Center Fayetteville, GA In December 2023, the U.S. Soccer Federation (USSF), the governing body for soccer in the United States, announced the relocation of its national headquarters from Chicago, Illinois, to Fayetteville, Georgia. DCCM is proud to serve as part of the site development team for this nationally significant, fast-track project. Planned for more than 200 acres, the $228 million complex is designed to be one of the largest and most advanced soccer facilities in the country. At full build-out, it will include a 200,000 SF headquarters and training center, 25 competition-level outdoor fields, an indoor field, and supporting infrastructure for U.S. national teams, development programs, and community engagement. DCCM is providing comprehensive surveying, civil site design, utility coordination, and permitting services to support successful on-time delivery. The facility is expected to open in Spring 2026, just ahead of Atlanta’s role as a host city for the FIFA Men’s World Cup. At a Glance 200+ Acres $228M Project Cost Markets Buildings Land Development Services Land & Site Development Utilities Surveying Water

Dollar General Stores

Dollar General Stores

Dollar General Stores Statewide | Georgia Since 2012, DCCM has been a trusted partner to Sullivan-Wickley Properties, LLC in supporting the strategic expansion of Dollar General stores across Georgia. With more than 200 locations and counting, our team has delivered comprehensive due diligence, surveying, civil design, and permitting services for sites in urban, suburban, and rural communities throughout the state.  Georgia’s diverse topography and soil conditions, from mountainous terrain to coastal plains, demand adaptive, site-specific solutions. DCCM brings extensive experience in tailoring national site development standards to meet the unique requirements of local jurisdictions. Our thorough due diligence process supports confident Go / No-Go decisions, while our proactive coordination with municipalities frequently accelerates permitting without the need for variances. When additional entitlement services are required, our in-house experts are ready to lead the process. This partnership reflects DCCM’s broader track record of supporting multi-site regional and national rollouts for brands such as Taco Bell, Del Taco, Pep Boys, and Texaco, representing over 700 locations across several states. At a Glance 200+ Locations Markets Land Development buildings Surveying Services Land & Site Development Surveying Utilities

Kubota Manufacturing of America (KMA)

Kubota Manufacturing of America (KMA) Gainesville, GA For more than two decades, DCCM has served as a trusted site services consultant to Kubota Manufacturing of America (KMA), one of Georgia’s premier producers of agricultural and construction equipment. As KMA’s operations have expanded, so has our role—providing comprehensive civil engineering and site development services to support long-term growth and innovation. Key Milestones:  2017 – Development of a new 498,860 SF RTV manufacturing facility on a 50-acre parcel  2022 – Site development for KMA’s $85M North American R&D Center on 280 acres, featuring 133,000 SF of office, workshop, and test track facilities, bringing 200 new jobs to the area  2024 – A new $190M, 700,000 SF front-end loader manufacturing facility on 50 acres, expected to create 500 jobs when fully operational  At a Glance 1,331,860 Square Feet $275M Project Cost Markets Land Development Buildings Services Land & Site Development Program Management Utilities Surveying

Scroll to Top