Field Survey. (a) the ASAC shall notify CLEC.
Field Survey. Field 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 Survey. Data Collection Collection of field data sufficient enough to produce two foot contour intervals within the areas specified in the RFP and further clarified by e-mail correspondence with the Town Administrator Reconnaissance of physical evidence pertinent to the road rights-of-way, and collection of field data including significant features within the road rights-of-way in accordance with the 12/19/08 RFP. Coordination with underground locating contractor to locate markings. Horizontal datum will be based on NAD83 and vertical datum will be based on NAVD88. The extent of topographic survey is described as follows:
Field Survey. Boundary Tasks The Consultants will be responsible for identifying, on the topographic base plan, areas in which observable and/or marked underground utilities fall outside of established road rights-of-way. Our experience in the Richmond Village area is that there are a number of sewer collection lines, serving multiple residences and/or commercial buildings, which may run underground, across private property - in some cases, existing lines may not be currently benefitted by permanent easements. These situations will only be uncovered as the field survey and record research portion of the project evolves and engineering decisions are made as to whether or not the existing lines should be abandoned. It should be noted that easement plats that meet standards set forth by the VT Board of Land Surveyors may require extensive research and field work to the point at which affected parcel boundaries can be re-established, in order to properly depict (and describe) a proposed easement. As written in Section C, #6 of the RFP, "The Town will be responsible for appraisals, negotiations and completing acquisitions." The Consultants will work closely with the Town of Richmond and Town Counsel to review any issues concerning easements or conflicts.
Field Survey. A field survey will be completed while potholing activities are taking place. Identification of the utility locations, as well as depth and line size are critical components to incorporate into the design plans. As stated previously, utility conflicts can cause costly construction delays and changes, so identifying that information during the design phase will provide for a smoother construction process. Once surveying and pothole data is compiled, it will be provided to the City and areas of concern will be noted for further discussion. Potholing will be completed based on the approach discussed in Section 1.2.1. Supplemental survey data will also be collected to create the model, prepare easements, and finalize construction documents. The City’s mapping and existing manhole data will be used to the extent possible. A traffic control plan will be prepared and submitted to the City for the survey, geotechnical, and potholing activities. Trihydro will also coordinate with WYDOT in the event boring or potholing activities take place in its right-of-way. The work will be coordinated to avoid causing traffic disruptions to the extent possible, although disruptions are expected to be minimal for this area. Data obtained during this task will be used to complete subsequent tasks. Potholing information and geotechnical information will be provided to the City for review and comment. Details/Assumptions/Approach Conduct supplemental field surveying using State Plane NAD 83 and NAVD88 as necessary and as directed by the City Field survey all geotechnical boring, pothole locations, and utility depths Gather manhole data, where needed The City’s base map will be used Prepare a traffic control plan for surveying and potholing activities Deliverables Provide the City with pothole utility information and supplemental survey
Field Survey. The Engineer shall direct the work of the field party to perform the following:
Field Survey. A+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. Dibble will provide survey for the project locations depicted using Global Positioning System (GPS)
Field Survey. Xxxxxx will provide survey for the project locations depicted using Global Positioning System (GPS)
Field Survey. The field survey of features installed since the previous pressure zone survey will be conducted in the same manner as Task 3 and in accordance with the new SOP requirements. The City will provide the Consultant a list of known projects that have been completed in each zone that will establish the areas to be re-surveyed.
