Final Considerations - Engineering Specifications Sample Clauses

Final Considerations - Engineering Specifications. Prior to commencement of work, the contractor is to develop a tentative schedule for all engineering work, including time frames, type and number of pieces of equipment and approximate number of vehicles passing through park entrance station daily with approximate numbers of dump truck trips expected per day through the entrance station or along park roads. After completion of substrate removal and final grading of the mitigation site, any and all damage or disturbance to the road shoulder is to be repaired and the shoulder graded to approximately a 7:1 slope into the mitigation site in order to prevent drop-offs into the restored area. The road shoulder is to be reseeded with Bahia grass. All motor vehicles, trucks, trailers or other equipment must meet Florida highway road weight specifications. If dump trucks are equipped with a third axle, it must be placed down (except on turns) in order to properly distribute the vehicle weight. Trucks must not be overfilled, are to be covered while traveling on roads, and are to be reasonably free of loose rubble before leaving the work site in order to prevent rubble on road, and to eliminate hazards to other vehicles from falling debris. The contractor must inform the designated EVER contact person(s) prior to bringing heavy equipment into the park. As each new piece(s) of equipment is needed the contractor must call the designated EVER contact. All access roads created within the Hole-in-the-Donut for access to and from work sites must be created only from existing disturbed substrate within the Hole-in-the-Donut, and all traces of access road(s) must be removed from the restoration site(s). Portions of these engineering specifications were developed using standard methodologies and procedures where available, and some were developed on site through trial and error for all cases where no standard methods were available. As such work is unique and in most cases unprecedented in scale and venture, these specifications may be modified as the project proceeds in order to enhance the quality or efficacy of this work.
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Related to Final Considerations - Engineering Specifications

  • Drawings and Specifications at the Project Site The Contractor shall keep at the Site at least one copy of the Contract Documents and Change Orders, all in good order and available to the Design Professional and to his representatives.

  • Class Specifications The Human Resources Division shall determine:

  • Packing Specifications 7.3.1 A pack will contain a minimum of one message record or a maximum of 99,999 message records plus a pack header record and a pack trailer record. One transmission can contain a maximum of 99 packs and a minimum of one pack.

  • EODUF Packing Specifications 7.3.1 The data will be packed using ATIS EMI records. A pack will contain a minimum of one (1) message record or a maximum of ninety-nine thousand nine hundred and ninety-nine (99,999) message records plus a pack header record and a pack trailer record. One transmission can contain a maximum of ninety-nine (99) packs and a minimum of one (1) pack.

  • ODUF Packing Specifications 6.3.1 The data will be packed using ATIS EMI records. A pack will contain a minimum of one (1) message record or a maximum of ninety-nine thousand nine hundred and ninety-nine (99,999) message records plus a pack header record and a pack trailer record. One transmission can contain a maximum of ninety-nine (99) packs and a minimum of one (1) pack.

  • DAF Specifications Developer shall submit initial specifications for the DAF, including System Protection Facilities, to Connecting Transmission Owner and NYISO at least one hundred eighty (180) Calendar Days prior to the Initial Synchronization Date; and final specifications for review and comment at least ninety (90) Calendar Days prior to the Initial Synchronization Date. Connecting Transmission Owner and NYISO shall review such specifications to ensure that the DAF are compatible with the technical specifications, operational control, and safety requirements of the Connecting Transmission Owner and NYISO and comment on such specifications within thirty (30) Calendar Days of Developer’s submission. All specifications provided hereunder shall be deemed to be Confidential Information.

  • Drawings and Specifications 9.1 A complete list of all Drawings that form a part of the Contract Documents are to be found as an index on the Drawings themselves, and/or may be provided to Developer and/or in the Table of Contents.

  • Billing Specifications 55.6.1 The Parties agree that billing requirements and outputs will be consistent with the Ordering & Billing Form (OBF) and also with Telcordia Technologies Billing Output Specifications (BOS).

  • Ownership of Drawings and Specifications All Drawings, Specifications and copies thereof furnished by the A/E are to remain A/E’s property. These documents are not to be used on any other project, and with the exception of one contract set for each party to the Contract, are to be returned to the A/E, upon request, following completion of the Work.

  • Technical Specifications The Technical Specifications furnished on the CD are intended to establish the standards for quality, performance and technical requirements for all labor, workmanship, material, methods and equipment necessary to complete the Work. When specifications and drawings are provided or referenced by the County, these are to be considered part of the Scope of Work, and to be specifically documented in the Detailed Scope of Work. For convenience, the County supplied specifications, if any, and the Technical Specifications furnished on the CD.

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