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| {{Picture
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| |image= United_States_National_Geodetic_Survey_marker_5667.JPG
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| |caption= USGS Survey Marker
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| “Stable monuments are required for both horizontal and vertical control. Monuments and their [[stability]] are integral parts of the accuracy of each survey project. Erroneous survey control monumentation can [[contribute]] to costly errors in all phases of project design and development”.<ref name="EM 1110-1-1002">[[Survey Markers and Monumentation (EM 1110-1-1002) | EM 1110-1-1002 Survey Markers and Monumentation (USACE, 2012)]]</ref>
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| "In the earliest phase of project development a survey monumentation plan shall be developed. This plan shall consider monuments required for the life of each project, i.e., planning, acquisition, design, [[construction]], [[operation]], and maintenance. This plan will eliminate surveys performed using different survey control accuracies and provide a common base for all surveys for each project."<ref name="EM 1110-1-1002"/>
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| "Permanent monuments shall be defined as monuments that are set in relatively stable material or in a structure for the purpose of preserving the location of either a horizontal control station, the elevation of a point above an adopted datum (bench mark), or other location and/or elevation of any point of special significance when its preservation is required permanently or for longer than 2 years"<ref name="EM 1110-1-1002"/>
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| “The location of the reference monuments and monolith marker points should be established along the proposed base line... The base line should be located so that at completion of construction the line of sight between the reference monuments is unobstructed. Also, consideration should be given to location based on least interference from other operations during alignment measurements. The reference monuments should be located off the structure a sufficient distance not to be influenced by movement of the structure. In instances where this is impractical, the first marker point at each end of the structure may be used as reference points providing the end blocks have low and level foundations. The reference monument elevation should be the least practical vertical height above the structure to maintain the least angle between the precision instrument and monolith marker points. Normally two marker points will be installed on each side of a vertical joint between monoliths. An overall plan and a section between reference monuments and first marker point on the structure should be part of the design submission”.<ref name="EM 1110-2-4300">[[Instrumentation for Concrete Structures (EM 1110-2-4300) | EM 1110-2-4300 Instrumentation for Concrete Structures (USACE, 1987)]]</ref>
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| ==[[Best Practices Resources]]==
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| {{Document Icon}} [[Survey Markers and Monumentation (EM 1110-1-1002) | EM 1110-1-1002 Survey Markers and Monumentation (USACE, 2012)]]
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| {{Document Icon}} [[Instrumentation for Concrete Structures (EM 1110-2-4300) | EM 1110-2-4300 Instrumentation for Concrete Structures (USACE, 1987)]]
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| ==Trainings==
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| {{Video Icon}} [[On-Demand Webinar: Using Instrumentation for Dam Safety Monitoring]]
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