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 mark’ 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. R&E shall utilize design survey currently on file at our office, and supplement that survey with additional topographic survey necessary to complete the design. R&E has identified areas on the southeast end of the project where additional topographic survey is necessary in order to properly deign matches to existing property. Additional topographic survey will be conducted by Northwest Surveying and GPS (NWS). Work will be performed in accordance with the following tasks: • Coordinate for survey • Establish and/or Verify Horizontal and Vertical Control in the Project Area • Perform Topographic Survey within the Project Area • Data Reduction, Review, and Transfer
Design Survey. This scope represents the expectations for the survey that will serve as the basis for the Main Street Corridor improvements design. The project limits extend along the Main Street Corridor (SR 56)) from the intersection of SR 62 to XxXxxxxx Street. *The width of topographic mapping and surveying will encompass the full width of existing right-of-way except in the areas spanning steep terrain (approximately 50% of the project corridor) where only the limits of the edge of pavement and one spot elevation beyond will be gathered. No mapping along sidelines or tie-in streets is included. The surveying scope of work for this project will include: -Research to obtain last deed of record, subdivision plats, and section or auditor plats for all properties within the project limits from local and state agencies. -Establish Surveying Control within the project limits such that the survey base line can be re-established during construction. A local ground coordinate system will be established and tied to the INDOT Indiana Geospatial Coordinate System (NAD83). Elevations will be relative to the North American Vertical Datum of 1988 (NAVD88) and temporary benchmarks will be set within the project limits. -Plot right-of-way, easements, and property lines based on observed physical evidence and record documents acquired from local government agencies. -Coordinate with all utility companies to locate and mark their utilities in field. Surveyor shall notify the utilities via the call before you dig notification system (Indiana Underground) -Perform design survey in sufficient detail to obtain topographic data, utilities, buildings, walls, walks, signs, vaults, and natural and man-made features, as evidenced by facilities at the ground surface and marks by others, necessary for the development of project plans. -Take cross sections approximately every 50 feet across the right-of-way of public roadways and or the project limits (*as described above). -Additional cross sections shall be taken at intersection of streets, roads, driveways, etc. -Obtain elevations of all existing structures such as drainage culverts, utilities and other structures. -Indicate spot elevations at all finish floors, building edges, insets and projections, exterior platforms, steps (top and bottom treads), corners, building entrances, break in grade, ramps, area ways, tree grates, etc. within the project limits, and at top and bottom of curb. -Deliverable shall include a finished plan view of topogr...
Design Survey. Surveyor shall survey the project limits, which consist of building face to building face along Main Street from XxXxxxxx Street to Mill Street (approximately 3000 LF) and 000-xxxx xxxxx xxxx xxxxxxx (approximately 1300 LF). Surveyor shall obtain state plane / ground coordinate information as necessary to satisfactorily complete the basic field survey services described herein within the project limits. Surveyor’s work shall be in accordance with Indiana Code (I.C. 25-21.5); Indiana Administrative Code (865 I.A.C. 1-12); and the Design Manual, Indiana Department of Transportation, Part III, Location Surveys (Survey Manual), a copy of which is on file with INDOT. If there is any conflict between I.C. 25- 21.5, 865 I.A.C. 1-12, or the Survey Manual, the order of precedence shall be: a. I.C. 25-21.5, b. 865 I.A.C. 1-12, and
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. · 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 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 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 a. The limits of the survey shall be a 100-foot wide alignment generally along IH-35E, and along Mayhill Road as shown on the Project Location Map. There are two location of offsite alignment that will require easement along the backside of properties adjacent to IH-35E. The topographic survey will be approximately 15,000 linear feet.
