Traffic Control Staging Cross Sections Sample Clauses

Traffic Control Staging Cross Sections. The Phase I Project Development Report discussed two traffic alternatives to construct the project, 1) A partial closure of Alden Road that would detour traffic southbound, and 2) Maintaining two-way traffic via a one-lane bridge with temporary traffic signals at the bridge. Alternative 1 was ruled out since Alden Township would not allow a detour route on Township roadways, and Alternative 2 was selected. Considering the difficulties and expense of staging traffic within a narrow roadway, we first explored an option of extending the length of the temporary traffic signal so one-way traffic could be implemented over a greater length of the project. We developed a conceptual plan, set up a meeting with IDOT, and discussed the option. IDOT had concerns about all the driveways within the limits of the temporary traffic signal and the ability of the controller to handle all the cables from signal heads at each driveway. It was decided not to pursue this option. Staging traffic and construction with temporary pavement, temporary embankment and temporary drainage structures was the best remaining option available. This option required temporary pavement on both sides of the roadway and embankment built in one stage that would be removed in a subsequent stage. Sidewalk needed to be closed and removed on both sides of the road prior to constructing temporary pavement. While this removed pedestrian access, it was necessary for safety and for acceptable driveway slopes during construction. We designed cross sections for the entire length of the project for both Stage 1 and for Stage 2 & 3 to be able to identify the embankment needs, temporary pavement limits, temporary drainage needs, and to quantify the earthwork in each stage. This work added 48 cross section sheets to the plan set. We expended 8 hours per cross section sheet to 1) Design temporary embankment slopes for the temporary pavement, 2) Show temporary embankment slopes as existing slopes in a subsequent stage, 3) Show construction limits across each section, 4) Draft shapes for earthwork cuts and fills, and 5) Calculate the earthwork end areas and volumes. We spent 384 hours on this item for a total of $42,736 $42,736
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Related to Traffic Control Staging Cross Sections

  • Reactive Power and Primary Frequency Response 9.6.1 Power Factor Design Criteria

  • Traffic Control The Surveyor shall control traffic in and near surveying operations adequately to comply with provisions of the latest edition of the Texas Manual on Uniform Traffic Control Devices – Part VI which can be found on the State’s internet site. In the event field crew personnel must divert traffic or close traveled lanes, a Traffic Control Plan based upon principles outlined in the latest edition of the Texas Manual on Uniform Traffic Control Devices – Part VI shall be prepared by the Surveyor and approved by the State prior to commencement of field work. A copy of the approved plan shall be in the possession of field crew personnel on the job site at all times and shall be made available to the State’s personnel for inspection upon request.

  • Drug and Alcohol Testing – Safety-Sensitive Functions A. Employees required to have a Commercial Driver’s License (CDL) are subject to pre-employment, post-accident, random and reasonable suspicion testing in accordance with the U.S. Department of Transportation rules, Coast Guard Regulations (46 CFR Part 16) or the Federal Omnibus Transportation Employee Testing Act of 1991. The testing will be conducted in accordance with current Employer policy.

  • Trunk Group Architecture and Traffic Routing The Parties shall jointly engineer and configure Local/IntraLATA Trunks over the physical Interconnection arrangements as follows:

  • Minimum Site Requirements for TIPS Sales (when applicable to TIPS Sale). Cleanup: When performing work on site at a TIPS Member’s property, Vendor shall clean up and remove all debris and rubbish resulting from their work as required or directed by the TIPS Member or as agreed by the parties. Upon completion of work, the premises shall be left in good repair and an orderly, neat, clean and unobstructed condition. Preparation: Vendor shall not begin a project for which a TIPS Member has not prepared the site, unless Vendor does the preparation work at no cost, or until TIPS Member includes the cost of site preparation in the TIPS Sale Site preparation includes, but is not limited to: moving furniture, installing wiring for networks or power, and similar pre‐installation requirements. Registered Sex Offender Restrictions: For work to be performed at schools, Vendor agrees that no employee of Vendor or a subcontractor who has been adjudicated to be a registered sex offender will perform work at any time when students are, or reasonably expected to be, present unless otherwise agreed by the TIPS Member. Vendor agrees that a violation of this condition shall be considered a material breach and may result in the cancellation of the TIPS Sale at the TIPS Member’s discretion. Vendor must identify any additional costs associated with compliance of this term. If no costs are specified, compliance with this term will be provided at no additional charge. Safety Measures: Vendor shall take all reasonable precautions for the safety of employees on the worksite, and shall erect and properly maintain all necessary safeguards for protection of workers and the public. Vendor shall post warning signs against all hazards created by the operation and work in progress. Proper precautions shall be taken pursuant to state law and standard practices to protect workers, general public and existing structures from injury or damage. Smoking: Persons working under Agreement shall adhere to the TIPS Member’s or local smoking statutes, codes, ordinances, and policies.

  • STATEWIDE CONTRACT MANAGEMENT SYSTEM If the maximum amount payable to Contractor under this Contract is $100,000 or greater, either on the Effective Date or at any time thereafter, this section shall apply. Contractor agrees to be governed by and comply with the provisions of §§00-000-000, 00-000-000, 00-000-000, and 00- 000-000, C.R.S. regarding the monitoring of vendor performance and the reporting of contract information in the State’s contract management system (“Contract Management System” or “CMS”). Contractor’s performance shall be subject to evaluation and review in accordance with the terms and conditions of this Contract, Colorado statutes governing CMS, and State Fiscal Rules and State Controller policies.

  • Contractor Sales Reporting Vendor Management Fee Contractor Reports Master Contract Sales Reporting. Contractor shall report total Master Contract sales quarterly to Enterprise Services, as set forth below. Master Contract Sales Reporting System. Contractor shall report quarterly Master Contract sales in Enterprise Services’ Master Contract Sales Reporting System. Enterprise Services will provide Contractor with a login password and a vendor number. The password and vendor number will be provided to the Sales Reporting Representative(s) listed on Contractor’s Bidder Profile. Data. Each sales report must identify every authorized Purchaser by name as it is known to Enterprise Services and its total combined sales amount invoiced during the reporting period (i.e., sales of an entire agency or political subdivision, not its individual subsections). The “Miscellaneous” option may be used only with prior approval by Enterprise Services. Upon request, Contractor shall provide contact information for all authorized purchasers specified herein during the term of the Master Contract. If there are no Master Contract sales during the reporting period, Contractor must report zero sales. Due dates for Master Contract Sales Reporting. Quarterly Master Contract Sales Reports must be submitted electronically by the following deadlines for all sales invoiced during the applicable calendar quarter: For Calendar Quarter Ending Master Contract Sales Report Due March 31: April 30 June 30: July 31 September 30: October 31 December 31: January 31 Vendor Management Fee. Contractor shall pay to Enterprise Services a vendor management fee (“VMF”) of 0.74 percent on the purchase price for all Master Contract sales (the purchase price is the total invoice price less applicable sales tax). The sum owed by Contractor to Enterprise Services as a result of the VMF is calculated as follows: Amount owed to Enterprise Services = Total Master Contract sales invoiced (not including sales tax) x .0074. The VMF must be rolled into Contractor’s current pricing. The VMF must not be shown as a separate line item on any invoice unless specifically requested and approved by Enterprise Services. Enterprise Services will invoice Contractor quarterly based on Master Contract sales reported by Contractor. Contractors are not to remit payment until they receive an invoice from Enterprise Services. Contractor’s VMF payment to Enterprise Services must reference this Master Contract number, work request number (if applicable), the year and quarter for which the VMF is being remitted, and the Contractor’s name as set forth in this Master Contract, if not already included on the face of the check. Failure to accurately report total net sales, to submit a timely usage report, or remit timely payment of the VMF, may be cause for Master Contract termination or the exercise of other remedies provided by law. Without limiting any other available remedies, the Parties agree that Contractor’s failure to remit to Enterprise Services timely payment of the VMF shall obligate Contractor to pay to Enterprise Services, to offset the administrative and transaction costs incurred by the State to identify, process, and collect such sums. the sum of $200.00 or twenty-five percent (25%) of the outstanding amount, whichever is greater, or the maximum allowed by law, if less. Enterprise Services reserves the right, upon thirty (30) days advance written notice, to increase, reduce, or eliminate the VMF for subsequent purchases, and reserves the right to renegotiate Master Contract pricing with Contractor when any subsequent adjustment of the VMF might justify a change in pricing.

  • Primary Frequency Response Developer shall ensure the primary frequency response capability of its Large Generating Facility by installing, maintaining, and operating a functioning governor or equivalent controls. The term “functioning governor or equivalent controls” as used herein shall mean the required hardware and/or software that provides frequency responsive real power control with the ability to sense changes in system frequency and autonomously adjust the Large Generating Facility’s real power output in accordance with the droop and deadband parameters and in the direction needed to correct frequency deviations. Developer is required to install a governor or equivalent controls with the capability of operating: (1) with a maximum 5 percent droop ± 0.036 Hz deadband; or (2) in accordance with the relevant droop, deadband, and timely and sustained response settings from an approved Applicable Reliability Standard providing for equivalent or more stringent parameters. The droop characteristic shall be: (1) based on the nameplate capacity of the Large Generating Facility, and shall be linear in the range of frequencies between 59 and 61 Hz that are outside of the deadband parameter; or (2) based on an approved Applicable Reliability Standard providing for an equivalent or more stringent parameter. The deadband parameter shall be: the range of frequencies above and below nominal (60 Hz) in which the governor or equivalent controls is not expected to adjust the Large Generating Facility’s real power output in response to frequency deviations. The deadband shall be implemented: (1) without a step to the droop curve, that is, once the frequency deviation exceeds the deadband parameter, the expected change in the Large Generating Facility’s real power output in response to frequency deviations shall start from zero and then increase (for under-frequency deviations) or decrease (for over-frequency deviations) linearly in proportion to the magnitude of the frequency deviation; or (2) in accordance with an approved Applicable Reliability Standard providing for an equivalent or more stringent parameter. Developer shall notify NYISO that the primary frequency response capability of the Large Generating Facility has been tested and confirmed during commissioning. Once Developer has synchronized the Large Generating Facility with the New York State Transmission System, Developer shall operate the Large Generating Facility consistent with the provisions specified in Articles 9.5.5.1 and 9.5.5.2 of this Agreement. The primary frequency response requirements contained herein shall apply to both synchronous and non-synchronous Large Generating Facilities.

  • Information Technology Accessibility Standards Any information technology related products or services purchased, used or maintained through this Grant must be compatible with the principles and goals contained in the Electronic and Information Technology Accessibility Standards adopted by the Architectural and Transportation Barriers Compliance Board under Section 508 of the federal Rehabilitation Act of 1973 (29 U.S.C. §794d), as amended. The federal Electronic and Information Technology Accessibility Standards can be found at: xxxx://xxx.xxxxxx-xxxxx.xxx/508.htm.

  • Fire, Life Safety, and Accessibility Codes The following codes, in the versions approved by the Georgia State Fire Marshal/Fire Safety Commissioner and Department of Human Resources, shall be used. The Design Professional will designate any additional codes or special modifications in the Supplementary General Conditions.

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