Bathymetric Survey Sample Clauses

Bathymetric Survey. A bathymetric survey will be conducted to gather data in the Xxxxx Xxx, Aransas and Corpus Christi Ship Channels from the centerline of the navigation channel to the shoreline(s) along the property frontage(s). This is needed to establish the proposed dredge basin and to determine the sediment quantity to be dredged. Please note that no topographic survey is included in this proposal. Existing and readily available information will be used to estimate topography. PCCA is to provide an existing topographic survey for Engineer’s inclusion in the application package to show the wetlands delineation described below. Additional survey work will be required, in a subsequent phase, to properly establish horizontal and vertical control for the project.
Sample 1Sample 2
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Bathymetric Survey. The Xxxx Hydrographic Systems, Inc.’s Hydrotrac (or equivalent), a single frequency portable hydrographic echosounder, will be used to perform the bathymetric survey. The Hydrotrac will be set to operate at a frequency of 200 kilohertz (kHz) and is a digital, survey-grade echosounder. The sounder will be calibrated via bar-checks and a sound velocity probe at the beginning and end of each day, or when there is a known variation in the water column. The Valeport SWiFT sound velocity meter will be used and offers a fast calibration for sound velocity as compared to the traditional bar-check. Bar-checks will also be performed to verify speed of sound measurements and transducer draft.
Sample 1
Bathymetric Survey. This task covers the bathymetric data required for the analysis and design of the project. This data consists of bathymetric relief of the nearshore region of the MUD as well as the San Xxxx Pass Ebb Shoal. The USACE’s standards for Hydrographic Surveying will be followed where appropriate. The survey will follow “Other General Surveys and Studies (Coastal Engineering Studies)” specifications according to USACE Manual No. 0000-0-0000. Quality control and quality assurance (QA/QC) procedures as presented in the manual will be followed where applicable. Horizontal control will be obtained using DGPS where appropriate. Surveys near shore or in the vicinity of structures may be supplemented with GPS-RTK. Bar checks, horizontal position checks, manual lead-line soundings, and other appropriate calibration methods will be employed to calibrate the echo sounder and verify depths. Vertical control will be verified using GPS-RTK or static methods. All checks will be completed using published NOAA-NGS control points and/or USACE local control points. Tides will be monitored using local NOAA tide gauges, specific site gauges, and GPS-RTK where appropriate. When GPS-RTK tides are utilized, a local base will be established near the site. A frequency of 200 kHz (single beam) shall be used for the survey. The drawings and surveys and/or profiles to be completed under this scope of work shall not include delineating or mapping vegetation, the line of vegetation, or the landward boundary of the public beach. Work products provided under this scope of work shall not include any mention of the location of the line of vegetation or the boundary of the public beach. For any work funded in whole or part by CEPRA funds, vegetation, the line of vegetation, and/or the landward boundary of the public beach can only be mapped, delineated, or described with specific written authorization from the GLO. Any survey performed pursuant to this scope of work under this task will contain the following statement: “This survey does not identify nor is it intended to be used to identify, delineate or fix the line of vegetation or the landward boundary of the public beach.” Horizontal datum for this project will be NAD 83 (North American Datum of 1983), projection is Texas South Central Zone, US Survey feet. Vertical datum will be NAVD88 (North American Vertical Datum of 1988).
Sample 1
Bathymetric Survey. 1 Conducting Bathymetric Survey of given area including Topographical Survey on the banks for a width of 50 m on the sides of bank (if available) adjacent to the proposed location are to be surveyed as per tender specification ACRES 2100.00 552 1159200.00 D PREPARATION AND SUBMISSION OF DOCUMENTS AND REPORTS & EQUIPMENT MOBILISATION CHARGES UNPRICED PRICE BID (MORE THAN 75MW) (B. Floating Solar PV Projects - Segment-3) "Rate Contract for Geotechnical Investigation and Bathymeric Survey works for Floating Solar PV Projects (all over India) for BHEL". SL NO DESCRIPTION OF THE WORK UNIT QTY RATE AMOUNT 1 Mobilization of all necessary survey instruments, materials, tools, equipment, survey boat, necessary engineering supervision and technical personnel, skilled and unskilled labours, arranging water for drilling etc as required to carry out all Geotechnical Investigation and Bathymeric Survey works and demobilsation of the same after completion of work LS 3.00 600000 1800000.00 2 Preparation and submission of documents and reports after completion of work as per tender specification. All the reports and their supporting documents shall be provided in editable soft form (In a pen drive) as well as in Three (3) colour hard copies of appropriate size after approval of the report by End Customer. LS 3.00 100000 300000.00 RATE CONTRACT for “Conducting Topographical survey, Geotechnical Investigation, Bathymetric survey, Land Development and Other associated works for Solar PV Projects and Floating Solar PV Projects (All over India) for BHEL” EDN/ PVSS/ SOIL/ TOPO/BATHYME/RATE CONTRACT/02, Dt.: 10-11-2020 PRICE BID NAME OF BIDDER: (AFFIX SEAL & SIGNATURE ON ALL PAGES OF PRICE BID) Xxxxxxxxxxxx Xxxxxxx, Xx. Manager-Civil, BHEL-EDN CONTRACTOR (SIGN & SEAL) Page 77 of 95, REV: 00 A LAND DEVELOPMENT 1 Clearing jungle including uprooting of rank vegitation,grass,brush wood, trees & saplings of girth up to 30cm measured at a height of 1m above ground level & removal of rubbish up to a distance of 50m out side the pheriphery of the Project area cleaned as per the directions of Engineer In charge. SQ.M. 2225850 2.8 6232380.00 2 Felling trees of the girth (measured at a height of 1m above ground level) including cutting of trunks and branches ,removing the roots and stacking of serviceable material and disposal of unserviceable material up to a distance of 50m out side the pheriphery of the Project area cleaned as per the directions of Engineer In charge- Beyond 30cm girth u...
Sample 1
Bathymetric Survey. 1 Conducting Bathymetric Survey of given area including Topographical Survey on the banks for a width of 50 m on the sides of bank (if available) adjacent to the proposed location are to be surveyed as per tender specification ACRES 2100.00 552 1159200.00 D PREPARATION AND SUBMISSION OF DOCUMENTS AND REPORTS & EQUIPMENT MOBILISATION CHARGES
Sample 1
Bathymetric Survey. All work must comply with Category 1-A, Condition I specifications of the Texas Society of Professional Surveyors’ Manual of Practice for Land Surveying in the State of Texas, latest edition. All work must be tied to and in conformance with the City’s Global Positioning System (GPS) control network. All work must comply with all TxDOT requirements as applicable. Include references tying Control Points to a minimum of two (2) registered NGS Benchmark Monuments in the vicinity of the Project that will not be disturbed by construction. Survey sheets shall be sealed by a Registered Public Surveyor, provided to the City and included in the bid document plan set. a) Establish Horizontal and Vertical Control. b) Establish both primary and secondary horizontal/vertical control. c) Set project control points for Horizontal and Vertical Control outside the limits of area that will be disturbed by construction. d) Horizontal control will be based on NAD 00 Xxxxx xxxxx xxxxxxxxxxx (Xxxxx Xxxx), and the data will have no adjustment factor applied – i.
Sample 1
Bathymetric Survey a) As noted in Exhibit A, paragraph B.2.
Sample 1
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Bathymetric Survey. This task covers the bathymetric data required for the analysis, design, and permitting of the project. This data consists of bathymetric relief of the nearshore region of Nueces Bay. The USACE’s standards for Hydrographic Surveying will be followed where appropriate. The survey will follow “Other General Surveys and Studies (Coastal Engineering Studies)” specifications according to USACE Manual No. 0000-0-0000. Quality control and quality assurance (QA/QC) procedures as presented in the manual will be followed where applicable. Horizontal control will be obtained using DGPS where appropriate. Surveys near shore or in the vicinity of structures may be supplemented with GPS-RTK. Bar checks, horizontal position checks, manual lead-line soundings, and other appropriate calibration methods will be employed to calibrate the echo sounder and verify depths. Vertical control will be verified using GPS-RTK or static methods. All checks will be completed using published NOAA-NGS control points and/or USACE local control points. Tides will be monitored using local NOAA tide gauges, specific site gauges, and GPS-RTK where appropriate. When GPS-RTK tides are utilized, a local base will be established near the site. A frequency of 200 kHz (single beam) shall be used for the survey.
Sample 1

Related to Bathymetric Survey

  • EU SURVEY 5.1. The participant shall complete and submit the online EU Survey after the mobility abroad within 30 calendar days upon receipt of the invitation to complete it.

  • 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.

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

  • Diagnostic Assessment 6.3.1 Boards shall provide a list of pre-approved assessment tools consistent with their Board improvement plan for student achievement and which is compliant with Ministry of Education PPM (PPM 155: Diagnostic Assessment in Support of Student Learning, date of issue January 7, 2013). 6.3.2 Teachers shall use their professional judgment to determine which assessment and/or evaluation tool(s) from the Board list of preapproved assessment tools is applicable, for which student(s), as well as the frequency and timing of the tool. In order to inform their instruction, teachers must utilize diagnostic assessment during the school year.

  • Adverse Weather Shall be only weather that satisfies all of the following conditions: (1) unusually severe precipitation, sleet, snow, hail, or extreme temperature or air conditions in excess of the norm for the location and time of year it occurred based on the closest weather station data averaged over the past five years, (2) that is unanticipated and would cause unsafe work conditions and/or is unsuitable for scheduled work that should not be performed during inclement weather (i.e., exterior finishes), and (3) at the Project.

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

  • 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.

  • Title and Survey Review The condition of the title to the Properties. Prior to the Effective Date, Seller has provided to Buyer an ALTA title report or commitment for title insurance (individually, a “Title Commitment” and collectively, the “Title Commitments”) prepared by First American Title Insurance Company (the “Title Company”) with respect to each Real Property. Buyer may request from the Title Company an updated Title Commitment, together with copies of all documents referred to therein, for any or all of the Properties. Prior to the Effective Date, Seller has provided to Buyer a copy of an existing survey of each Property, and Buyer may, at Buyer’s sole cost and expense, obtain an update of each survey (the “Surveys”). It shall be a condition to Closing that the Title Company shall be committed to issue to Buyer an ALTA extended coverage Owner’s Policy of Title Insurance for each Property, in an amount equal to the Allocated Purchase Price and insuring title to each Property is vested in Buyer, subject only to the “Permitted Exceptions” (as hereinafter defined) and including only the “Endorsements” (as hereinafter defined) (individually and collectively, the “Title Policy”). The following matters shall be deemed “Permitted Exceptions”: all matters disclosed by the Title Commitments other than (A) those matters which the Title Company has removed from the Title Commitment by written supplement and (B) those “Mandatory Cure Items” (as hereinafter defined). “Mandatory Cure Items” shall mean (1) those matters which Seller has agreed in writing to cause to be removed at or before Closing in accordance with, and subject to, Paragraph 3(c), (2) any mortgages, deeds of trust or other similar encumbrance evidencing outstanding indebtedness voluntarily created by Seller which can be satisfied by the payment of an ascertainable amount of money, and (3) any mechanic’s, materialman’s or broker’s liens filed against a Property as a result of Seller’s acts or omissions (e.g., failure to pay) which can be satisfied by the payment of an ascertainable amount of money. The “Endorsements” shall include only those endorsements which, prior to the expiration of the Due Diligence Period, the Title Company has agreed in writing to include in the applicable Title Policy or Seller has agreed in writing to cause to be included in such Title Policy;

  • Value Engineering The Supplier may prepare, at its own cost, a value engineering proposal at any time during the performance of the contract. The value engineering proposal shall, at a minimum, include the following; a) the proposed change(s), and a description of the difference to the existing contract requirements; b) a full cost/benefit analysis of the proposed change(s) including a description and estimate of costs (including life cycle costs) the Procuring Entity may incur in implementing the value engineering proposal; and c) a description of any effect(s) of the change on performance/functionality.

  • Title Insurance and Surveys Due to the critical timeline requirements to close the transaction, PHI may order title searches on all PH Owned Real Property and PH Leased Real Property to be transferred to NPC pursuant to this Agreement. These title searches will be performed by a national title company approved by PHI. If PHI has established relations with such company, NPC will be entitled to the benefit of PHI’s preferred rates. If permissible under applicable law and the terms of any agreement with such company, the fees paid for the searches may be applied toward the title policy costs for title policies desired by NPC based upon these title searches In the event NPC or NPC’s lender requires environmental reports relating to the PH Owned Real Property, NPC shall first obtain PHI’s prior written consent and shall execute the Access and Confidentiality Agreement substantially in the form attached hereto as Exhibit “E”, and shall retain a nationally recognized firm approved by PHI to perform such work. PH will not consent to any invasive environmental audit or review and the results of any permitted environmental audit or review will not affect NPC’s obligations hereunder. To the extent that NPC or NPC’s lender requires surveys of the Owned Real Property, NPC shall retain a nationally recognized firm approved by PHI to perform such work. The consultants referenced in this Section 1.7 will be retained solely by NPC, but PH shall have the right to obtain copies of any documents or reports that they prepare. As provided for in Sections 5 and 10.9, NPC shall reimburse PH at Closing (or at such other time as contemplated by those provisions) for all actual or estimated costs incurred by PH in obtaining title insurance, surveys and/or environmental reports on behalf of NPC. Notwithstanding the foregoing however, NPC will not be responsible for the payment or reimbursement of any costs relating to title insurance, surveys and/or environmental reports on any of the subject real estate unless such service is specifically requested by NPC, and request is given forty-five (45) days prior to the Closing.

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