Common use of Design Surveys Clause in Contracts

Design Surveys. Garver will conduct topographic survey per the limits shown in Figure 1 for designing the project. The survey will be conducted in accordance with the geodetic control requirements in FAA AC 150/5300- 16A and positional data specifications in FAA AC 150/5300-18B. The WAA will retain ownership of the data from the topographic survey and the associated field notes. An electronic copy of the survey and field notes shall be provided upon completion of the survey. Field work, data collection, and information compilation shall be conducted as follows. • Survey shall be conducted in accordance with airport survey datum and coordinate system. • Determine horizontal location and depth of underground utilities within survey limits and location of utilities flagged by the Kansas One-Call System. Utilities within the Taxilane A-3 Object Free Area (OFA) will be hydro-excavated and surveyed. • Evidence of existing and new monuments and benchmarks utilized for the survey. Information for the monument or benchmark includes but shall not be limited to the location, elevation, and description of the monument or benchmark. • Description of horizontal and vertical control, datum and coordinate system. • 2 benchmarks. • Location, alignment, dimension, centerline, elevation, and type of all pavements, including the name of each where known. • Elevations of all pavements as described above at 25-foot intervals for pavement edges, centerlines, crowns, valleys, and locations of breaklines. • Location, layout, coordinates, spot elevations, finish floor elevations for all buildings, structures, and above ground site structures and features to within 0.01 foot for measurable features, including the name of each where known. • Spot elevations to the nearest 0.01 foot of all structures and site features as described above, including ▇▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇ ▇▇▇▇, ▇▇▇▇▇▇▇▇ and roadway pavement slabs and joints, structures, buildings, ramps, and docks. Any elevation drop off of structure greater than 1-inch shall be indicated. Spot elevations at structures shall be defined to the maximum extent practicable at the top of structure, where the structure meets grade, and where the structure meets other structures. • Location, alignment, centerline, and spot elevations of ditches, tops of banks, toes of slopes, catch points, breakover points, and ditch grades. • Contours at 6-inch intervals. Spot elevations shall be defined at locations of grade breaks or breaklines, and at every 50 feet in open space in the event grade breaks or breaklines do not occur. • Location, layout, coordinates, type, spot elevations, and depths where known for all below ground site structures and features to within 0.01 foot for measurable features and within best available information for underground features. Material type, structure size inside and out, structure opening size, cover type, and cover material shall be provided. • Location, alignment, size, depth, invert, height, material, and vertical clearance where known for all underground, aboveground, overhead, and abandoned utilities. Pipe invert elevations shall be provided on all gravity utilities to the nearest 0.01 foot. Direction of flow shall be indicated as well as locating one utility structure per line outside the limits of the survey. Utility alignment information shall include the location of crosses, tees, and bends. • Ownership information for each surveyed utility structure or service as described above. • Legend, symbols, abbreviations, and description associated with all items and features contained within survey. The name, address, telephone number, signature, seal, and registration number of the Professional Land Surveyor who performed the survey, including the date the survey and all revisions were completed, shall be presented on each survey sheet or drawing.

Design Surveys. Garver ▇▇▇▇▇▇ will conduct topographic survey per the limits shown in Figure 1 for designing the project. The survey will be conducted in accordance with the geodetic control requirements in FAA AC 150/5300- 16A and positional data specifications in FAA AC 150/5300-18B. The WAA will retain ownership of the data from the topographic survey and the associated field notes. An electronic copy of the survey and field notes shall be provided upon completion of the survey. Field work, data collection, and information compilation shall be conducted as follows. • Survey shall be conducted in accordance with airport survey datum and coordinate system. • Determine horizontal location and depth of underground utilities within survey limits and location of utilities flagged by the Kansas One-Call System. Utilities within the Taxilane A-3 Object Free Area (OFA) will be hydro-excavated and surveyed. • Evidence of existing and new monuments and benchmarks utilized for the survey. Information for the monument or benchmark includes but shall not be limited to the location, elevation, and description of the monument or benchmark. • Description of horizontal and vertical control, datum and coordinate system. • 2 benchmarks. • Location, alignment, dimension, centerline, elevation, and type of all pavements, including the name of each where known. • Elevations of all pavements as described above at 25-foot intervals for pavement edges, centerlines, crowns, valleys, and locations of breaklines. • Location, layout, coordinates, spot elevations, finish floor elevations for all buildings, structures, and above ground site structures and features to within 0.01 foot for measurable features, including the name of each where known. • Spot elevations to the nearest 0.01 foot of all structures and site features as described above, including ▇▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇ ▇▇▇▇corner points of pads, ▇▇▇▇▇▇▇▇ airfield and roadway pavement slabs and joints, structures, buildings, ramps, and docks. Any elevation drop off of structure greater than 1-inch shall be indicated. Spot elevations at structures shall be defined to the maximum extent practicable at the top of structure, where the structure meets grade, and where the structure meets other structures. • Location, alignment, centerline, and spot elevations of ditches, tops of banks, toes of slopes, catch points, breakover points, and ditch grades. • Contours at 6-inch intervals. Spot elevations shall be defined at locations of grade breaks or breaklines, and at every 50 feet in open space in the event grade breaks or breaklines do not occur. • Location, layout, coordinates, type, spot elevations, and depths where known for all below ground site structures and features to within 0.01 foot for measurable features and within best available information for underground features. Material type, structure size inside and out, structure opening size, cover type, and cover material shall be provided. • Location, alignment, size, depth, invert, height, material, and vertical clearance where known for all underground, aboveground, overhead, and abandoned utilities. Pipe invert elevations shall be provided on all gravity utilities to the nearest 0.01 foot. Direction of flow shall be indicated as well as locating one utility structure per line outside the limits of the survey. Utility alignment information shall include the location of crosses, tees, and bends. • Ownership information for each surveyed utility structure or service as described above. • Legend, symbols, abbreviations, and description associated with all items and features contained within survey. The name, address, telephone number, signature, seal, and registration number of the Professional Land Surveyor who performed the survey, including the date the survey and all revisions were completed, shall be presented on each survey sheet or drawing.