Field Survey Sample Clauses

Field Survey. (a) the ASAC shall notify CLEC. (b) If needed, CLEC may perform a Field Survey or request the ASAC to arrange for Field Survey to be scheduled within seven (7) business days of receiving the Billing Authorization from CLEC. (c) If CLEC performs the Field Survey, CLEC will arrange for the location of all existing subsurface facilities in the requested Ameritech ROW. (d) During the Field Survey, any necessary Make Ready Work will be identified (e) CLEC will select the location within the rights-of-way for its attachment or the occupancy of the right- of-way subject to approval by the ASAC. Approval will be denied only for safety, reliability or general engineering principles
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Field Survey. By means of a field survey, the Licensor shall determine whether the Conduit space is available to accommodate Licensee’s Facilities. In determining the availability of space in Licensor’s Conduit System, Licensor will also consider its present and foreseeable electric service and maintenance needs for Conduit space (Exhibit C).
Field SurveyField surveys will utilize a combination of in-field landscape assessments, aerial reconnaissance, pedestrian survey, and subsurface testing to survey an area for archaeological and historic resources. While the overall field survey efforts will be initially guided by the output of the GIS Model (see above), the field crews will further utilize in-field observations to identify landscape characteristics of high, moderate, and low potential for the presence, preservation, and identification of sites. These observations will help to supplement/confirm the GIS Model outputs and potentially allow for future refinements to the Model. The field crew will document, through photographs and field notation, the landscape features present that characterize the archaeological potential of a given survey area. If changes to the project occur, USACE will determine, after consultation with Signatories, Invited Signatories, and Consulting Parties, whether changes to inventory and/or monitoring are required.
Field SurveyNovember 2004
Field SurveyThe Engineer shall direct the work of the field party to perform the following: 1. Establish control using City primary control and benchmarks. Permanent control points will be set in concrete at approximate and will define the X, Y and Z coordinates for the Project. The permanent control points shall be set outside the limits of construction (if possible) and shall be a 5/8” iron rod set with a plastic cap. The control points shall be tied to the City benchmarks via a differential level. 2. Obtain natural ground elevations within property and all grade breaks will be surveyed. Collect spot elevations as required to facilitate the generation of one-foot (1’) contours. 3. Field and office services will be conducted as necessary to show approximate limits of the subject property as described in vesting deed/plat. 4. Make a complete topographic survey of all existing features above ground level that would or could affect proposed construction. These features shall include, but are not limited to, above-ground utility appurtenances, manholes (including invert elevations), structures, bridges, culverts, retaining walls, trees, curbs, pavements, sidewalks, fences, property corners, block corners, points of curvature (PC’s), points of tangents (PT’s), and points of intersections (PI’s). Also, all buildings, trees, steps, and other topographical features which would be of interest to the property owner in discussing the plans with the City must be shown accurately. 5. Locate underground utilities or structures that may be within the limits of the Project. Such utilities include, but are not limited to wastewater, water, gas, electric, storm sewer, telephone and television cable. Consultant will contact Texas811 or individual utility companies to mark existing underground utilities in the field and shall show such utilities on the base map either based upon field locations or available construction as-builts.
Field SurveyTopographic survey, including horzontal & vertical control, bridge, approach roadways, wetland boundaries, stream survey and travel time. 64 $158.20 32 32 B. Survey crew management & data processing 2 2 C. Geopak Alignments (TIN, cross sections, existing profile) 24 24 III. ENVIRONMENTAL SURVEYS & COORDINATION
Field SurveyThe CONSULTANT shall survey the project utilizing standard surveying practices as required for plan development, in accordance with the current MDOT Design Manual. The work shall be performed in accordance with the current MDOT Survey Manual, unless specifically accepted, and with any additional instructions or requests by Madison County, including the following:
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Field SurveyAll work shall be done by a N.J. Licensed Land Surveyor or under the land surveyor’s direct supervision for the following:
Field Survey. E shall use all existing surveys wherever possible and shall make additional field surveys and conduct office work related to said surveys as necessary for the preparation of the final design and contract drawings for the project. The field survey will establish semi-permanent survey control for both horizontal and vertical control within the project site. One (1) full day of field survey and one-half day of field edits is budgeted to document the existing conditions at the site. All elevations will be referenced to NGVD 29 or NAVD 88 vertical control datum as appropriate.
Field Survey. Conduct a field survey to determine existing topographic features, pavements, roadway, storm sewer flowlines, drive locations, one- foot contours, drainage structures, utility manholes and covers, light poles, trees with spot elevations at the base of tree along with trunk size, shrubs, fences, signs, valve boxes. Survey crew will establish benchmarks and control points during the field survey.
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