Topographic Survey (~5,700 linear feet (LF)) Sample Clauses

Topographic Survey (~5,700 linear feet (LF)). Prepare a base map of the route in a format suitable to the engineer for design purposes. This survey will be performed in accordance with the Manual of Practice for Land Surveying in Texas for a Category 6, Condition II Urban Topographic Survey Plat. The project area is defined as: • Proposed Koeblen Rd Segment 3 – From FM 2218 east to the City of Xxxxxxxxx City limits. Portions of these limits are under construction and these limits will be surveyed as “as-built” conditions to use for proposed design. These limits include the northern side of the proposed Koeblen Road form FM 2218 to approximately 2,755-feet west of FM 2218. The topographic survey deliverable will be provided in a digital CAD file (plan view only) at a scale suitable to the engineer for design purposes and will be limited to the following: • Tie visible improvements from existing North Right-of-Way to proposed South Right-of-Way plus 20 feet South of said Right-of-Way within the project area above. Right-of-Entry to be secured by the Design Consultant within private property • 50-foot grid within existing ROW, 100-foot grid within the proposed ROW. • Show contours at 1-foot intervals. • Utility flowlines will be tied where physically accessible. • The Surveyor will coordinate with state One-Call resources to determine the existence and location of existing subsurface utilities within the project limits. The Surveyor will survey the utility markings and depict these findings in the Topographic Survey. Should the need for further investigation be needed, KCI Technologies has included an Additional Services fee for utility pot holing at conflict locations as determined by design consultant. • Overhead Sag elevation for crossing overhead electrical utilities. • Locate trees over 6” and the perimeter of existing heavily brushed areas. • Tie environmental and geotechnical marks/locations. Location exhibit to be provided by geotechnical and environmental consultant. • Tie location of structures within 100 feet of existing ROW.
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Related to Topographic Survey (~5,700 linear feet (LF))

  • Topographic Survey The Professional shall obtain a topographic and utility survey as described below. 4.1.1. The Professional shall tie in all existing surface topographic features and structures within the survey limits shown in Figure 1. This survey shall include: tops of curbs, edges of pavement, pavement materials, driveways, sidewalks, retaining walls, drainage structures (top, edges and flow line), channels and drainage ways (tops, toes and flow line), manholes (rim, flow lines and diameters of pipes, type of material and photographs of the inside of manholes and drainage structures), including the same survey data for upstream and downstream manholes and structures that are outside of the survey limits for all gravity wastewater and drainage lines within the survey limits. Visible valves, meters, clean-outs, slabs, utility signs, utility poles and structures, fences, landscaping features, shrubbery, trees (including the approximate drip-line), tree canopies, buildings (edges within the survey limits) mailboxes, etc. Trees shall be tagged and tabulated by size and species specific in compliance with the City of New Braunfels Tree Preservation ordinance as defined in the City of New Braunfels Zoning Ordinance Chapter 5.3- 5i. The survey limits shall extend approximately 100 feet on intersecting streets. The Professional shall provide sufficient ground shots to create one (1) foot contours for the Project. 4.1.2. The Professional shall conduct a utility survey and locate existing utilities within the Project boundary in Figure 1. The Professional shall contact all utility service providers by calling Texas 811 and the NBU Project Manager to coordinate flagging of existing franchise utilities. The Professional shall request drawings of existing agency and municipal owned utilities and shall include locations of these utilities in the survey. The Professional shall tie in the locations of the discovered utilities on the survey. The Professional shall bear all costs for the Services associated with utility locates. 4.1.3. The Professional shall locate up to ten (10) geotechnical borings and tie them in to the Project survey. 4.1.4. The Professional shall set and install control points and/or benchmarks as required for the survey work (minimum 1-foot intervals). The Professional shall provide horizontal and vertical coordinates of the benchmarks in the required coordinate system and datum and show the benchmarks on the survey drawing. 4.1.5. The Professional shall research and review adjoining plats and deeds along the survey corridor. The Professional shall locate property corners and identify existing right of way (“ROW”), along the survey corridor, based on found monuments and record documents.

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  • Survey Buyer may obtain a survey of the Property before the Closing to assure that there are no defects, encroachments, overlaps, boundary line or acreage disputes, or other such matters, that would be disclosed by a survey ("Survey Problems"). The cost of the survey shall be paid by the Buyer. Not later than business days prior to the Closing, Buyer shall notify Seller of any Survey Problems which shall be deemed to be a defect in the title to the Property. Seller shall be required to remedy such defects within If Seller does not or cannot remedy any such defect(s), Buyer shall have the option of canceling this Agreement, in which case the Xxxxxxx Money shall be returned to Buyer.

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