Design Survey. A. Ground Survey The Consultant will provide terrain data required for design by means of a topographic field survey conforming to Chapter 21 of the Highway Design Manual.
Design Survey. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, trees (measure caliper, identify overall canopy, and have qualified arborist identify species of trees), and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines. Survey along Hickory Creek Road shall extend approximately 400 feet from the intersection with Country Club Road, and shall be approximately 100 feet in width. City of Denton, Texas Attachment A The minimum survey information to be provided on the plans shall include the following: A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: The following information about each Control Point;
Design Survey. The DESIGNER shall provide all property and topographic surveys of the sites necessary for the design, permitting, easement negotiation/acquisition, and construction. Horizontal and vertical control for use in construction staking shall be established. Property corners (pertinent to the project) shall be staked and flagged in the field. Easements shall be marked as required by relevant statutes, flagged every ~100-ft as well as at deflection points throughout the construction corridor, and shall be re-marked as necessary due to any re-design or easement negotiations. The DESIGNER shall provide all field surveys, easement maps, and legal descriptions necessary for the OWNER to purchase properties and record easements required for the water lines. The DESIGNER shall also include any easements necessary not only for construction, but for layout and staging as well on adjacent properties. Property descriptions shall be tied to an EIP or grid monument. All areas to be acquired shall have a written metes and bounds description. Surveyors shall adhere to GS 47-30 when preparing plats in addition to the following general provisions: Show all EIPs Show north arrow and identify horizontal datum basis Describe all references by which map information was drawn Show all property lines using the ‘P/L’ text Label property lines with the bearing and distance to the nearest second and hundredth State whether property lines are surveyed, calculated, or not surveyed Show all existing and proposed easements and rights-of-way (incl. recorded reference) Delineate all easement lines by label method or hatch/legend method Show the area of each easement to be acquired in square feet and acres Boundary and easement bearings should generally progress in a clockwise direction Show a standard ‘tic xxxx’ at bend points on easement lines which are not obvious A tie bearing and distance from an EIP should be labeled on the plat and used in the legal description (a tie from a NCGS monument is also acceptable) Show the OWNER’S project number on each easement map (WT-1142/1129) List the subject property owner information, including “now or formerly” owner names, 10 digit PIN, deed book and page, book of maps reference, and street address of property Properties adjacent to the subject property shall be labeled with owner names and property address Show a standard legend Utilize the following labeling standards for easements: o UPE – Utility and Pipeline Ease...
Design Survey a. The A-E shall review the preliminary Survey. If the A-E believes there is missing information or part of the survey needs to be updated the A-E shall discuss with OCPW and develop a plan to address the items of concern. The A-E shall have the ability to perform any surveys necessary to complete the PS&E package. Draft Supplemental Design Survey (if needed) Final Supplemental Design Survey (if needed) Design Survey Anticipated Deliverables
Design Survey a. The limits of the survey shall be the existing City of Xxxxxxxx Industrial Pump Station property, selected new pump station site parcel, City of Xxxxxxxx Alsbury Booster Pump Station site, and selected offsite piping alignment.
Design Survey. CivilCorp will perform a design survey consisting of trees, surface features, property lines and 1-foot topographic lines. See attached Scope from CivilCorp for additional information.
Design Survey. The Consultant, through its subconsultant, Xxxxxxx & Associates, Inc. will provide topographic survey for the following limits: two hundred feet west of Xxxxxxxx Trail Parkway southbound frontage road to the approximately 3,500 linear feet east along FM 1902. The limits will also consist of two hundred feet each way at the frontage road along Xxxxxxxx Trail Parkway. Other subtasks for this task consist of:
Design Survey. The ground survey will include both planimetric features such as buildings, roads, water and drainage features, bridges, culverts, fences, guard rails, driveways, parking lots, poles, sidewalks, individual trees, bushes, walls, manholes, catch basins, fire hydrants; underground utility features will be located within the project limits such as electrical power poles and lines, fiber optic, gas lines, phone lines, and cable TV as marked by Indiana Underground Plant Protection Service (IUPPS) or as observed by physical evidence. Additional spot elevations will be gathered as needed for the development of a digital terrain model and contours.
Design Survey. The survey will cover the width of the proposed right-of-way plus 100’ east and west and will include the following: topography with 1-foot contour intervals, natural and man-made features, overhead utilities, visible evidence of utilities, top of nut elevations of water valves, sewer invert elevations and flows direction, and roadway features. Additionally, the design survey will extend 200’ down side streets and intersections, right-of-way to right-of-way. Show the connection of visible overhead features. All located objects and elevation shots will be on the same horizontal and vertical basis (Texas State Plane Coordinate System, Central Zone, NAD83, (93 XXXX), adjusted to surface location). Trees will be located per City of Austin standards. Locate approximately 20 boreholes after they have been drilled. Permanent control will be set with a description of each provided. • Six creek cross-sections will be provided to assist in hydraulic calculation for each creek crossing. The locations of which will need to be provided at the time of survey.
Design Survey. 1. Establish a horizontal and vertical control network and project control baseline for the project areas. The network and baseline are to be tied into the existing City of Arlington control network. Field information shall be based on NAD‐83.
