Topographic Surveying Sample Clauses

Topographic Surveying. The Surveyor will provide the following within the surveying limits: • Utilize horizontal and vertical project control established and provided by TxDOT. • For the roadway and ditches, obtain cross-sections at 100-foot intervals with grade breaks. Cross-sections shall extend 20 feet beyond the proposed right-of- way lines where accessible. Identify locations and elevations of physical features to include buildings, fences, walls, trees, sidewalks, driveways and driveway curbs, power poles, light poles, water meters, water wells, ponds, sprinklers, off- site drain pipe, etc. Horizontally and vertically locate available existing utilities within, crossing, and adjoining project limits. Utilities will be located and tied based on visual evidence and utilities based on maps, plans, and marked by “One Call” within the project limits, flow line elevations, sizes, material types and directions of pipes will be obtained on storm sewer lines, sanitary sewer lines and culverts. The rim (top) and flow line elevations will be obtained on inlets, manholes, and drainage structures. • The Surveyor will coordinate with pipeline companies, municipal utility districts (MUDs), homeowner’s associations (HOA’s), Fort Bend County, and private utility agencies to obtain locations of available existing utilities and depths of existing pipelines and provide Level B Subsurface Utility Surveying. • Survey geotechnical bore hole locations as indicated by Client and provide information to Client in an approved digital format. • Prepare existing Topographic Survey Map of the Project certifying to a Cat. 6, Cond. II Topographic Survey to be delivered in PDF format. • Topographic survey will supplement TxDOT’s aerial flight data. • The 3D topographical survey base map and digital terrain model (DTM), surface triangular irregular network (TIN) will be created and delivered for the existing roadway using Geopak and Microstation.
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Topographic Surveying. Surveyor will provide a topographic survey conforming to the Texas Society of Professional Surveyors in the Manual of Practice for Land Surveying in the State of Texas and includes all work necessary to show the following on the survey plat: a. Surveyor will indicate the flood zone designation (with property annotation based on Federal Flood Insurance Rate Maps or the state or local equivalent, by scaled map location and graphic plotting only). If the property resides in two or more zones, then the survey shall clearly display the limits of each zone by graphically transposing each zone line from the FIRM to the survey. b. Surveyor will indicate property lines with bearings and dimensions clearly marked that match the legal description and form a mathematically closed figure. c. Surveyor will identify and show all easements of record as listed in the most recent title commitment or title examiner’s report IF furnished by OWNER. Reference to source shall be shown on the survey plat. d. Surveyor will locate all improvements and show: i. Substantial, visible improvements such as signs, parking areas or structures, driveways, light poles, etc. ii. Indication of access to a public way such as curb cuts or driveways marked. Include street medians affecting property. iii. Roadway medians and openings within 50’ of the property. e. Surveyor will show the location of utilities (representative examples of which are shown below) existing on or serving the surveyed property as determined by: i. Observed evidence together with plans and markings provided by OWNER, utility companies, companies, and other appropriate sources (with references as to the source of the information). ii. Manholes, catch basins, valve vaults or other surface indications of subterranean uses; wires and cables crossing the surveyed premises, all poles on or within ten feet of the surveyed premises, and utility company installations on the surveyed premises. Include visible meters, valves, etc. iii. For hidden underground utilities, the Surveyor is to show the approximate location of underground connecting lines as may be discernible from visible appurtenances. iv. For heavy underground gravity flow utilities, such as storm and sanitary sewers, the surveyor shall show the direction of flow as may be discernible from visible appurtenances. f. Surveyor will show topographic survey elevations on an appropriately spaced grid (not to exceed 100-foot spacing), extended to 50’ beyond the Project limits ...
Sample 1Sample 2
Topographic Surveying. Topographic surveys will be conducted for the Reach MM and Reach WW in-channel center islands during lower flow conditions in late summer/early fall. Elevation measurements will be collected at the 14 locations on the Reach MM island and the 12 locations on the Reach WW island that were previously surveyed in 2010 (see Figures 13 and 14). The survey equipment and protocols will follow those outlined in the Tittabawassee River/Saginaw River/Saginaw Bay Quality Assurance Project Plan (March 2010, as amended).
Sample 1
Topographic Surveying. Prepare ROW and Easement Documents
Sample 1
Topographic Surveying. AKS shall perform topographic surveying services for each of the two (2) project areas extending to the edge of property and easement boundaries within roadways and public easements. The extent of the survey work shall be as necessary to adequately design the proposed improvements. At a minimum, surveying shall include the following:
Sample 1
Topographic Surveying. Aerial surveys provided by the City will be incorporated in the background of the topographic base maps. A limited supplemental topographic survey will be conducted after concepts have been resolved. This survey will pick up only critical elevations and features and will not be a comprehensive survey of the project limits. It is assumed the planametrics will provide adequate topo for a majority of the project needs. The limits of the topographic survey will be within the City of Los Gatos and Caltrans Right of Way adjacent to the project limits. Project base sheets will be prepared using the existing available information from agencies and the topographic surveys. No boundary survey is included in this Scope of Work.
Sample 1
Topographic Surveying 
Sample 1
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Related to Topographic Surveying

  • 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.

  • Surveys Each Borrower shall submit the Ship owned by it regularly to all periodical or other surveys which may be required for classification purposes and, if so required by the Security Trustee provide the Security Trustee, with copies of all survey reports.

  • Engineering Forest Service completed survey and design for Specified Roads prior to timber sale advertisement, unless otherwise shown in A8 or Purchaser survey and design are specified in A7. On those roads for which Forest Service completes the design during the contract, the design quantities shall be used as the basis for revising estimated costs stated in the Schedule of Items and adjusting Timber Sale Account. (a) A7 to show Purchaser’s performance responsibility. (b) The Schedule of Items to include costs of survey and design, as provided under B5.24, and adjust Timber Sale Account, as provided in B5.

  • 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.

  • Maps The maps service and features of the watchOS Software (“Maps”), including map data coverage, may vary by region. When you use any location-based features within Maps, such as turn-by- turn navigation, traffic and local search, various location-related and usage information may be sent to Apple, including the real-time geographic location of your Apple Watch, in order to process your request and help improve Maps. Such location and usage data is collected by Apple in a form that does not personally identify you. By using Maps, you agree and consent to Apple’s and its subsidiaries’ and agents’ transmission, collection, maintenance, processing, and use of this information, to provide and improve the Maps features and service, and other Apple products and services. You may disable the location-based functionality of Maps by going to the Location Services setting on your Paired iOS Device and turning off the individual location setting for Maps. Certain Maps features will however be unavailable if you disable the Location Services setting, such as turn-by-turn navigation.

  • Geotechnical Investigation Perform in accordance with the City Design Manual and other City requirements as designated in writing by the Director.

  • Architect/Engineer (A/E) means a person registered as an architect pursuant to Tex. Occ. Code Xxx., Chapter 1051, as a landscape architect pursuant to Tex. Occ. Code Xxx., Chapter 1052, a person licensed as a professional engineer pursuant to Tex. Occ. Code Xxx., Chapter 1001 and/or a firm employed by Owner or a design-build contractor to provide professional architectural or engineering services and to exercise overall responsibility for the design of a Project or a significant portion thereof, and to perform the contract administration responsibilities set forth in the Contract.

  • Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-50 SUBGRADE. The soil which forms the pavement foundation.

  • Geotechnical Engineer « »« » « » « » « » « »

  • Architecture The Private Improvements shall have architectural features, detailing, and design elements in accordance with the Project Schematic Drawings. All accessory screening walls or fences, if necessary, shall use similar primary material, color, and detailing as on the Private Improvements.

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