Vibration Monitoring Sample Clauses

Vibration Monitoring. Prior to the commencement of any construction, demolition or site disturbance, VA and the City will establish, in consultation with the SHPO, a Vibration Tolerance and Monitoring Program (Program) to safeguard historic properties within the APE from inadvertent damage from vibration due to ground disturbing activities. A structural engineer experienced in traditional materials will develop this program and will take into consideration current soils conditions, strength and duration of disturbance, cumulative effects of ongoing vibration, construction type and current condition of built resources within the APE. The Program will reference the Bureau of Mines’ and Federal Transit Administration’s vibration standards and justify any discrepancies with these authorities due to site or location specific conditions. i. The Program will define: • acceptable ranges of vibration within the APE based on geographic proximity to resources, • existing baseline vibration levels, • protocols for regular on-site monitoring, • stop work protocols, • protocols for further reducing vibrations, as necessary, and • specific protocols to address vibration at St. Louis Cemetery No. 2 addressed at 0000 Xx. Xxxxx Xxxxxx. ii. VA and the City will submit the Program to SHPO for comment. If SHPO does not comment in a 14-day review period, VA and the City may assume that SHPO concurs with the Program. VA and the City will complete the Program after considering the SHPO’s comments, post it to the Website, and implement the Program.
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Vibration Monitoring. All millwrights will be trained in basic vibration analysis. At least three (3) millwrights will receive additional training and will be assigned to vibration analysis routines on a rotating basis, provided there is sufficient interest within the millwright classification. The three assigned millwrights will be trained on the use of the vibration analysis equipment and software programs and will be expected to carry out routine vibration analysis throughout the plant as directed by the Reliability Department. If overtime is required to assist the reliability department, priority will be given in the following order: 1. to millwright(s) with the specific vibration equipment training and recent vibration survey experience; 2. pursuant to the overtime equalization agreement.
Sample 1
Vibration Monitoring. A. The USCG will identify a vibration APE for construction and demolition activities that may have adverse effects on historic properties as a result of vibration impacts. The vibration APE will be based on a 500-foot radius from the construction footprint. 500 feet is considered a reasonable and conservative threshold for screening of construction activities that do not involve blasting, according to the National Cooperative Highway Research Program Project 25- 25 (Task 72). No blasting or explosives will be used by BNSF or their contractors. The USCG will distribute the vibration APE to the other consulting parties. B. BNSF will strive to avoid and minimize vibration impacts from construction on historic buildings and structures. C. BNSF will hire a qualified consultant (pursuant to Stipulation X) to identify historic buildings and structures (eligible for or listed in the NRHP) within the vibration APE. 1. If any historic buildings or structures are identified within the vibration APE, BNSF will have 60 days from identification of said buildings and/or structures to conduct an initial screening evaluation by a vibration expert using methods recommended by the Federal Transit Administration’s Transit Noise and Vibration Impact Assessment (May 2006), taking into consideration local soil conditions. The Federal Transit Administration provides a peak particle velocity unit of 0.2 inch per second as the level for potential construction vibration damage to non-engineered timber and masonry buildings with plaster walls and/or ceilings. Peak particle velocity for vibration at the Bismarck Bridge will be specific to the bridge and take into consideration the existing vibrations it currently experiences from train traffic. If the screening indicates construction vibrations are likely to exceed a peak particle velocity unit of 0.2 inch per second at identified historic buildings or structures, or to exceed the velocity level determined for the Bismarck Bridge, then BNSF will explore the feasibility of options to reduce the vibrations below 0.2 inch per second at identified historic buildings or structures, or below the level determined for the Bismarck Bridge. 2. If measures to reduce the vibrations to below 0.2 inch per second at historic buildings are not feasible, BNSF will perform a condition assessment on those historic buildings and structures within the vibration APE prior to construction. The condition assessment will be performed by the vibration expert, ...
Sample 1
Vibration Monitoring a. Prior to the commencement of any construction, demolition or site disturbance, the Developer will establish, in consultation with the SHPO, a Vibration Tolerance and Monitoring Program (Program) to safeguard historic properties within the Upper Campus from inadvertent damage from vibration due to ground disturbing activities. Special attention will be paid to protecting Muskego Church. A structural engineer experienced in traditional materials will develop this program and will take into consideration current soils conditions, strength and duration of disturbance, Irupdwwhgþ=Qxpehuhgþ.þOhyhoþ4=þ.þQxpehulq þVw|oþh4=/ 5/þ6/þÁ þ.þVwduþdwwþ=4þ.þDol qphqwþO=hiþw. þDol qhþgdwþ= 3158þ%.þLqghqþwdwþ=þ318% Irupdwwhgþ=Qrupdoþ/LqghqwþO=hiwþþ=3% Irupdwwhgþ=Qxpehuhgþ.þOhyhoþ4=þ.þQxpehulq þVw|oþhd=/ e/þf/þÁ þ. þVwduþdwwþ=4þ. þDol qphqþwO=hiþw.þDol qhþgdwþ=þ318% .þLqghqþwdwþ=þ31:8% Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Memorandum of Agreement—Zvago Saint Xxxxxxx Xxxx Senior Cooperative—Page 5 of 6 DRAFT 000-000-00 Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Qrupdoþ/þQr þexoohþwrvuþqxpehulq Irupdwwhgþ=Irqwþ=+Ghidxoþwwl,phvþQhz þUrpdq Irupdwwhgþ=Qxpehuhgþ.þOhyhoþ4=þ.þQxpehulq þVw|oþh4=/ 5/þ6/þÁ þ.þVwduþdwwþ=4þ.þDol qphqwþO=hiþw. þDol qhþgdwþ= 3158þ%.þLqghqþwdwþ=þ318% Irupdwwhgþ=Qrupdoþ/LqghqwþO=hiwþþ=318% Irupdwwhgþ=LqghqwþI=luvþowlqhþþ3=18% Irupdwwhgþ=Qrupdoþ/LqghqwþI=luvþowlqhþþ3=18%þþ/Qr þexoohwv ruþqxpehulq Irupdwwhgþ=LqghqwþI=luvþowlqhþþ3=18% Irupdwwhgþ=LqghqwþO=hiwþþ=3%þ/Iluvþowlqhþþ3=18% cumulative effects of ongoing vibration, construction type and current condition of the buildings. The Program will reference the Bureau of Mines’ and Federal Transit Administration’s vibration standards and justify any discrepancies with these authorities due to site or location specific conditions. The Program will include stop work protocols.
Sample 1
Vibration Monitoring. The City shall ensure that the level of vibration from construction activities is monitored by a third party that is a qualified specialty engineer for the full duration of pile driving operations, and that vibration from such activities does not exceed 0.5 in/sec. Vibration monitoring shall be conducted consistent with the Florida Department of Transportation GreenBook (FGB) Section 455-1.1 “Protection of Existing Structures” (Attachment 5). Where the stipulations in this Section exceed or are in addition to FGB standards, they shall supersede those standards. 1. Vibration levels will be measured from seven (7) points: a. on the landward face of the Avenida Menendez Seawall, on National Guard Property at 00 Xx. Xxxxxxx Xxxxxxxx, at the south end of the APE (29.887964 -81.309122); b. on the landward face of the Avenida Xxxxxxxx Seawall, between St. Xxxxxxx Street and Bridge Street (29.889242 -81.309289); c. on the landward face of the Avenida Xxxxxxxx Seawall, between Bride Street and the Santa Xxxxx Restaurant pier (29.890444 -81.309669); d. at the southwest corner of the City Dock Building at 000 Xxxxxxx Xxxxxxxx, at the north end of the APE (29.891447 -81.310464); e. at the southeast corner of the dwelling (SJ00203) at 000 Xxxxxxx Xxxxxxxx, on the west side of the Avenida Xxxxxxxx, between St. Xxxxxxx Street and Bridge Street (29.889025 -81.309453); f. at the southeast corner of the Xxxxxxxx-Xxxxxxx House at 00 Xx. Xxxxxxx Xxxxxx, on the north side of St. Xxxxxxx Street, between Marine Street and Charlotte Street (29.888031 -81.309939); and g. at the northwest corner of the Xxxxxxx House (SJ02501) at 0 Xxxxxx Xxxxxx, on the south side of Bridge Street, at the intersection with Marine Street (29.890097 -81.310133). 2. Vibration levels at these seven points shall be measured before starting construction to determine baseline readings and typical peak vibration levels from routine activities such as vehicular traffic. 3. Vibration levels shall be reviewed daily during pile driving operations by the third-party qualified specialty engineer. During construction, if vibration levels exceed the indicated threshold, the specialty engineer shall notify the construction contractor upon making the observation. The construction contractor shall immediately cease driving operations and notify the City Inspector directly in person or via telephone conversation within one business hour of notification by the specialty engineer. The City Inspector shall notify FEMA, FD...
Sample 1
Vibration Monitoring. Vibration monitoring by a structural engineer during the proposed excavation and construction works shall occur. All work should cease if any damage is noticed and remedial action taken prior to recommencing the construction.
Sample 1
Vibration Monitoring. All motors shall be provided with non-contacting X – Y vibration probes and proximeters equal to a Metrix 5484 and cables wired to a common junction box. The shaft area used for probe sensing shall have a final surface finish of 32 micro inches (1.0 micrometer) maximum. EXECUTION VERSION
Sample 1
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Vibration Monitoring. Prior to commencement of excavation, the Contractor shall install unmanned continuous vibration monitoring equipment on-site, prior to beginning excavation works, to ensure that proposed excavation will not have an impact on neighbouring properties. The vibration monitoring stations are to remain in place until all excavation within the site is completed. Vibration monitoring shall consist of the installation of a total of six (6) monitoring stations, with four (4) stations to be located at the corners of the site and two (2) stations located approximately halfway down the northern and southern boundaries. Readings shall be obtained twice weekly and the data shall be reviewed by the Contractor to ensure the daily Peak Particle Velocity (PPV) does not exceed the suggested maximum limit. Readings obtained from the vibration monitoring shall be provided to the Contractor Administrator weekly, and a final compiled report summarizing the data and comparing the values to acceptable standards shall be provided to the City following the completion of all backfilling. Payment shall be based on the unit price by month of monitoring for six stations including reading twice weekly and reporting.
Sample 1
Vibration Monitoring. Vibration monitoring will be conducted on key funerary monuments within Riverside Cemetery, recommended in the aforementioned vibration monitoring plan. When a reading exceeds the established threshold, an alarm will sound and the Contractor - or the cemetery manager – shall immediately contact {insert position title here}.
Sample 1

Related to Vibration Monitoring

  • Contract Monitoring The criminal background checks required by this rule shall be national in scope, and must be conducted at least once every three (3) years. Contractor shall make the criminal background checks required by Paragraph IV.G.1 available for inspection and copying by DRS personnel upon request of DRS.

  • Project Monitoring The Developer shall provide regular status reports to the NYISO in accordance with the monitoring requirements set forth in the Development Schedule, the Public Policy Transmission Planning Process Manual and Attachment Y of the OATT.

  • Program Monitoring The Contractor will make all records and documents required under this Agreement as outlined here, in OEC Policies and NHECC Policies available to the SRO or its designee, the SR Fiscal Officer or their designee and the OEC. Scheduled monitoring visits will take place twice a year. The SRO and OEC reserve the right to make unannounced visits.

  • Infrastructure Infrastructure serves as the foundation and building blocks of an integrated IT solution. It is the hardware which supports Application Services (C.3.2) and IT Management Services (C.3.3); the software and services which enable that hardware to function; and the hardware, software, and services which allow for secure communication and interoperability between all business and application service components. Infrastructure services facilitate the development and maintenance of critical IT infrastructures required to support Federal government business operations. This section includes the technical framework components that make up integrated IT solutions. One or any combination of these components may be used to deliver IT solutions intended to perform a wide array of functions which allow agencies to deliver services to their customers (or users), whether internal or external, in an efficient and effective manner. Infrastructure includes hardware, software, licensing, technical support, and warranty services from third party sources, as well as technological refreshment and enhancements for that hardware and software. This section is aligned with the FEA/DoDEA Technical Reference Model (TRM) which describes these components using a vocabulary that is common throughout the entire Federal government. A detailed review of the TRM is provided in Section J, Attachment 5. Infrastructure includes complete life cycle support for all hardware, software, and services represented above, including planning, analysis, research and development, design, development, integration and testing, implementation, operations and maintenance, information assurance, and final disposition of these components. The services also include administration and help desk functions necessary to support the IT infrastructure (e.g., desktop support, network administration). Infrastructure components of an integrated IT solution can be categorized as follows:

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CSTC chooses to subtend a Verizon access Tandem, CSTC’s NPA/NXX must be assigned by CSTC to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG. 9.2.2 CSTC shall establish Access Toll Connecting Trunks pursuant to applicable access Tariffs by which it will provide Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic to and from CSTC’s Customers. 9.2.3 The Access Toll Connecting Trunks shall be two-way trunks. Such trunks shall connect the End Office CSTC utilizes to provide Telephone Exchange Service and Switched Exchange Access to its Customers in a given LATA to the access Tandem(s) Verizon utilizes to provide Exchange Access in such LATA. 9.2.4 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access to allow CSTC’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier which is connected to a Verizon access Tandem.

  • Monitoring Services IDT staff shall, using methods that include face-to-face and other contacts with the member, monitor the services a member receives. This monitoring shall ensure that: a. The member receives the services and supports authorized, arranged for and coordinated by the IDT staff; b. The services and supports identified in the MCP as being provided by natural and community supports are being provided; and c. The quality of the services and supports received is adequate and still necessary to continue to meet the needs and preferences of the member and support the member’s outcomes identified in the MCP.

  • Monitoring System In each case in which the Custodian has exercised delegated authority to place Assets with a Foreign Custodian, the Custodian shall establish a system, to re-assess or re-evaluate selected Foreign Custodians, at least annually in accordance with Rule 17f-5(c)(3).

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)

  • Monitoring In each case in which the Foreign Custody Manager maintains Foreign Assets with an Eligible Foreign Custodian selected by the Foreign Custody Manager, the Foreign Custody Manager shall establish a system to monitor (i) the appropriateness of maintaining the Foreign Assets with such Eligible Foreign Custodian and (ii) the contract governing the custody arrangements established by the Foreign Custody Manager with the Eligible Foreign Custodian. In the event the Foreign Custody Manager determines that the custody arrangements with an Eligible Foreign Custodian it has selected are no longer appropriate, the Foreign Custody Manager shall notify the Board in accordance with Section 3.2.5 hereunder.

  • Workstation/Laptop encryption All workstations and laptops that process and/or store DHCS PHI or PI must be encrypted using a FIPS 140-2 certified algorithm which is 128bit or higher, such as Advanced Encryption Standard (AES). The encryption solution must be full disk unless approved by the DHCS Information Security Office.

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