Field Surveying Clause Samples

Field Surveying. The Utility Coordinator will provide field surveying, at the request of the County or its Designated Representative, to assist in utility coordination during any phase of a County Project —planning, design, and/or construction. The Utility Coordinator will only provide such services to the County when requested and authorized in writing. Field surveying services include, but are not limited to:
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Field Surveying. Collect topographic survey information and prepare base mapping.
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Field Surveying. The Engineer shall verify the benchmark coordinates and establish additional horizontal and vertical control for the project. The Engineer shall provide supplemental field surveying services necessary to verify the Digital Terrain Model (DTM), produce topographic maps, establish the project baseline on the ground, locate and tie existing utilities to the project baseline, to tie the soil boring locations, and update topography. Coordinate geometry shall be based on and tied into State plane surface coordinate system. The Engineer shall:
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Field Surveying. This task will include refined field topographic surveying for the Juvenile Justice Center, a portion of Maple St. ROW, and select channel cross-sections in proximity to the project area including the Zone A tributary along the Maple Street ROW. Will prepare a topographic survey of the area specified on Wilco Juvenile Justice Center Survey Limits, dated 2/7/18. Ground survey will be limited to one cross-section extending from the west building corner of the main facility out approximately 1,200’ perpendicular and centered on the nearby creek crossing within the survey limits, periodic limited cross-sections in heavily vegetated areas, 100’ square limited topo measurements centered along the Maple St. ROW bisecting the survey limits at the creek crossing, utility manholes covers, existing drainage culvert flowlines as encountered during time of survey, various spot elevations in vegetative areas and various spot elevations on hard surfaces throughout the survey limits for use in county-wide LiDAR validation. The topographic survey will be prepared based on LIDAR point cloud RMSE reporting compared against ground-surveyed validation measurements and will incorporate topographic measurements to generate 1-foot contours. The survey will be performed in accordance with TSPS Standards for a Category 6 Condition II Topographic survey and will be based on NAD 83 (2011) using NAVD88 vertical datum. Deliverables will include Civil3D .dwg file and .XML export of the prepared digital terrain model. Survey will be scheduled to be delivered 12 business days from receipt of the signed proposal. Client is to coordinate right-of-entry access prior to issuance of notice to proceed and provide County-wide LiDAR dataset tiles respective to the survey limits. This proposal includes one field mobilization for ground surveying activity. Subsequent mobilizations for additional ground survey requests can be performed on a supplemental hourly as-needed basis. Additional survey data may be necessary in future final design efforts, once design recommendations are made.
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Field Surveying. The Engineer shall verify the benchmark coordinates and establish additional horizontal and vertical control as needed for the project. The Engineer shall provide supplemental field surveying services necessary to verify the Digital Terrain Model (DTM), produce topographic maps, locate and tie existing utilities to the project baseline, tie the soil boring locations, and update topography. Coordinate geometry shall be based on and tied into State plane surface coordinate system. The Engineer shall: 1. Verify existing control and set up to 20 additional light duty control to meet the 1500' spacing requirements. Construct 63 aerial panels. Prepare up to 20 survey control sketches (8.5"x11") 2. Perform datum ties as required. If required, establish an elevation base on the project control’s datum to other public entities published benchmarks. 3. Profile and cross section intersecting streets and driveways (to 50 feet outside ROW for driveways, and 200 feet for intersecting streets and 500 feet for intersecting streets greater than two lanes wide) for tie into project. 4. Cross section drainage channels for a distance of 200 feet each way outside the ROW lines. Cross sections shall not exceed 100 feet intervals and shall be taken at right angles to the channels. The width of the cross sections shall cover the top of the channel over bank extending at least 50 feet beyond. Cross section data shall include flow line of the channel. 5. Assist the State with securing right-of-entry, as needed for the project and the Engineer shall not commit acts which will result in damages to private property and the Engineer will make every effort to comply with the wishes and address the concerns of private property owners. 6. Tie to visible, above ground evidence of existing underground and crossing overhead utilities (location, elevation, size and direction). 7. Determine type of existing material, existing pavements, etc. DocuSign Envelope ID: BB9CB9F4-FE9A-4C53-8095-241296FD342F 8. Obtain profiles of existing drainage facilities . 9. Obtain measurement of hydraulic opening under existing bridges. Survey detention pond locations. 10. Obtain top of manhole and flow line elevations, type and size, etc. of manholes, inlets, of utilities.. 11. Provide temporary signs, traffic control, flags, safety equipment, etc. and obtain necessary permits. 12. Obtain details on existing bridges or culverts that may conflict with new construction. This work shall be performed using terrestri...
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Field Surveying. IMEGshallprovidelandsurveyingservicesin coordination with final design of this alignment including existing conditions at minimum 100-foot intervals for the length of the proposed alignment.
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Field Surveying. FOR US 54 FROM DALLAM COUNTY LINE TO US 87, FIELD SURVEY HAS BEEN COMPLETED BY OTHERS AND WILL BE TRANSLATED TO CURRENT COORDINATES BY THE ENGINEER IN ACCORDANCE WITH THE STEPS LISTED ABOVE. EXHIBIT D- FEE SCHEDULE IS BASED ON THE ADDITION AND INCORPORATION OF FULL TOPOGRAPHICAL SURVEY ONLY BETWEEN THE RAILROAD CROSSING AND THE ▇▇ ▇▇/ ▇▇ ▇▇ ▇▇▇▇▇▇▇▇▇▇▇▇, ▇▇▇ ▇▇ ▇▇▇ ▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇ ▇▇▇ ▇▇ 54/ B-US 87 INTERSECTION, AND A SURVEY WALK-THROUGH TO SET CONTROL, PERFORM SPOT CHECKS FOR GROUND TRUTHING, AND UPDATE SIGN SURVEY THROUGH THE LENGTH OF THE PROJECT. The Engineer shall verify the benchmark coordinates and establish additional horizontal and vertical control for the project. The Engineer shall provide supplemental field surveying services necessary to verify the Digital Terrain Model (DTM), produce topographic maps, establish the project baseline on the ground, locate and tie existing utilities to the project baseline, to tie the soil boring locations, and update topography. Coordinate geometry shall be based on and tied into State plane surface coordinate system. The Engineer shall:
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Related to Field Surveying

  • 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 ▇▇▇▇▇▇▇ Money shall be returned to Buyer.

  • Title Examination Within thirty (30) days after Purchaser’s exercise of the Option, Purchaser shall have the right to obtain, at Purchaser’s expense, a current survey of the Property (the “Updated Survey”) and an ALTA Title Commitment for the Property from a title company acceptable to Purchaser (the “Title Company”), setting forth the status of title to the Property, and showing all liens, claims, encumbrances, reservations, restrictions and other matters, if any, relating to the Property (the “Title Commitment”), including legible copies of all encumbrances, restrictive covenants and other documents evidencing exceptions to said Title Commitment (the “Exception Documents”). If the Title Commitment and/or Updated Survey reveals any exception(s) to title to which Purchaser objects (a “Title Objection”) and is(are) not either (i) listed as title exceptions in the title insurance policy and/or survey obtained by Seller in connection with the closing of the Mezzanine Loan and/or (ii) permitted by this Agreement (collectively, the “Permitted Encumbrances”), Purchaser may notify Seller in writing that it would like Seller to cure or remove such Title Objections. Seller shall have the right, but not the obligation (except as set forth below), to remedy or cure any such Title Objection(s) during the twenty (20) day period following Seller’s receipt thereof (the “Cure Period”). Purchaser shall have the continuing right to have such title examination and Title Commitments updated from time to time, and to obtain updates to the Survey, and to give Seller written notice of any Title Objections appearing of record, or otherwise created, after the effective date of the initial Title Commitment and being revealed by any title examination, Survey or investigation of the Property, and Purchaser shall be entitled to object (in the same manner as set forth hereinabove) to matters shown by the updated Title Commitments or updated Survey or investigations. Seller shall have the right, but not the obligation (except as set forth below), to remedy those Title Objections identified by Purchaser to the satisfaction of Purchaser within twenty (20) days after Purchaser’s notice. If any of the Title Objections are not so cured or remedied, or provision satisfactory to Purchaser made therefor, prior to any closing date selected by Purchaser, then Purchaser, at its election, shall have the right and option to either: (a) accept title to the Property subject to said uncured Title Objections that Purchaser elects to accept, and any Title Objection accepted by Purchaser in writing shall become part of the Permitted Encumbrances; or (b) terminate this Agreement by written notice to Seller, in which event, immediately upon receipt of said notice, this Agreement shall terminate, be null and void and of no further force or effect. Notwithstanding the foregoing, Seller, at Seller’s sole cost and expense, shall be obligated to cure or remove at or before Closing all mortgages, deeds of trust, deeds to secure debt, judgments liens, mechanics and materialman’s liens, and other monetary liens against the Property, whether or not Purchaser objects thereto, and Purchaser shall credit the cost to cure, satisfy, release and remove such matters against the Purchase Price provided the same is actually paid by Purchaser or Title Company on Seller’s behalf. In addition, Seller shall not allow any easements, liens, leases, licenses, permits or other encumbrances to be placed on or granted with respect to the Property, nor shall Seller convey any rights in the Property, without the prior written consent of Purchaser, except to the extent expressly permitted, or consented to in writing by Purchaser under the Mezzanine Loan Documents. If any such prohibited easements, liens, leases, licenses, permits or other encumbrances arise after the Effective Date, notwithstanding any other term or provision of this Agreement to the contrary, Seller shall, at its sole cost and expense, cure, satisfy, release and remove such matters prior to Closing; provided, however, that any easements or encumbrances that are taken by eminent domain shall be governed by the terms of Section 5 immediately below.

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

  • Architect/Engineer (A/E) means a person registered as an architect pursuant to Tex. Occ. Code ▇▇▇., Chapter 1051, as a landscape architect pursuant to Tex. Occ. Code ▇▇▇., Chapter 1052, a person licensed as a professional engineer pursuant to Tex. Occ. Code ▇▇▇., 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.