Established in 2006, Thoth Land Surveying Professionals Inc. has become Mohler and Pendleton Surveying or MAPS. Though our original name gave homage to the Egyptian god of Land Surveying, we believe MAPS better explains to our clients who we are and what we do. MAPS is a woman-owned small business providing Land Surveying, utility designation and a variety of related services in The District of Columbia, Maryland, Pennsylvania, Virginia and West Virginia.
At MAPS we strive to provide our clients with the most reliable data and products obtained using the latest technologies and collected and processed by licensed professionals.
At MAPS we strive to provide our clients with the most reliable data and products obtained using the latest technologies and collected and processed by licensed professionals.
Services
The most fundamental aspect of a successful survey and all subsequent activities based on that survey is accurate, reliable and precise survey control.
Mohler and Pendleton Surveying (MAPS) works with the client to ensure all parties understand and agree on the requirements for horizontal and vertical datum during the planning phase to reduce the likelihood of datum mismatch that can be extremely costly for any project.
MAPS establishes control by using a combination of Continuously Operating Reference Stations and passive control monuments closest to the site.
Mohler and Pendleton Surveying (MAPS) works with the client to ensure all parties understand and agree on the requirements for horizontal and vertical datum during the planning phase to reduce the likelihood of datum mismatch that can be extremely costly for any project.
MAPS establishes control by using a combination of Continuously Operating Reference Stations and passive control monuments closest to the site.
Primary Control had previously been established from recovered NGS monuments and DC Engineer's Benchmarks.
Secondary control was set throughout the project using countersunk brass monuments and were located using two separate sessions of Real-time kinematic GPS and digital leveling techniques to ensure high order vertical values.
Aerial Photogrammetry was collected using a Leica RC30 digital sensor and was localized with photo control points that were established using two separate sessions of RTK GPS.
Secondary control was set throughout the project using countersunk brass monuments and were located using two separate sessions of Real-time kinematic GPS and digital leveling techniques to ensure high order vertical values.
Aerial Photogrammetry was collected using a Leica RC30 digital sensor and was localized with photo control points that were established using two separate sessions of RTK GPS.
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