Asphaltic Concrete Resurfacing Projects Shoulder Construction Included As A Part Of The Contract Sample Clauses

Asphaltic Concrete Resurfacing Projects Shoulder Construction Included As A Part Of The Contract. When the placement of asphaltic concrete materials creates a difference in elevation greater than two (2”) inches between the earth shoulder (grassed or un-grassed) and the edge of travelway or between the earth shoulder and a paved shoulder that is less than four (4’) feet in width, the Contractor shall place and maintain drums in accordance with the requirements of Subsection 150.05A.1.a.4). When the edge of the paved surface is tapered with a 30-45 degree wedge, drums may be spaced at 2.0 times the speed limit in MPH. Drums shall remain in place and be maintained until the difference in elevation has been eliminated by the placement of the appropriate shoulder materials. SHOULDER CONSTRUCTION NOT INCLUDED AS A PART OF THE CONTRACT: When the placement of asphaltic concrete materials creates a difference in elevation greater than two (2”) inches between the earth shoulder (grassed or un-grassed) and the edge of travelway or between the earth shoulder and a paved shoulder that is less than four (4’) feet in width, the Contractor shall notify the Engineer, in writing, when the resurfacing work including all punchlist items has been completed. See Subsection 150.03.L for the requirements for “LOW/SOFT SHOULDERS” and “SHOULDER DROP- OFF” signage. Location of drums when Elevation Difference exceeds 4 inches. Drums spaced at 20 foot intervals. Note: If the travel way width is reduced to less than 10 feet by the use of drums, vertical panels shall be used in lieu of drums. New Travel ELEVATION DIFFERENCE GREATER THAN 4 INCHES DETAIL 150-B Location of drums when Elevation Difference is 2+ inches to 4 inches. Drums spaced at 40 foot intervals. New Travel ELEVATION DIFFERENCE 2+ to 4 inches DETAIL 150-C Location of drums when Elevation Difference is 2 inches or less. Drums spaced at 80 foot intervals. 4 feet ± New Construction Travel Lane ELEVATION DIFFERENCE GREATER THAN 4 INCHES DETAIL 150-B Location of drums immediately after completion of healed sections spaced at 40 foot intervals. Compacted graded aggregate, Subbase material or dirt. TOP OF DRUM TO BE LEVEL NO STEEPER THAN 4:1 New Construction 2 feet ± Travel Lane HEALED SECTION DETAIL 150-E 150.07 Flagging and Pilot Cars
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  • Interconnection Facilities Engineering Procurement and Construction Interconnection Facilities, Network Upgrades, and Distribution Upgrades shall be studied, designed, and constructed pursuant to Good Utility Practice. Such studies, design and construction shall be based on the assumed accuracy and completeness of all technical information received by the Participating TO and the CAISO from the Interconnection Customer associated with interconnecting the Large Generating Facility.

  • BUILDER’S RISK FOR NEW CONSTRUCTION PROJECTS If the project is NEW CONSTRUCTION, then the following provisions apply:

  • Participating TO's Interconnection Facilities Construction The Participating TO's Interconnection Facilities shall be designed and constructed in accordance with Good Utility Practice. Upon request, within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Participating TO and Interconnection Customer agree on another mutually acceptable deadline, the Participating TO shall deliver to the Interconnection Customer and the CAISO the following “as-built” drawings, information and documents for the Participating TO's Interconnection Facilities [include appropriate drawings and relay diagrams]. The Participating TO will obtain control for operating and maintenance purposes of the Participating TO's Interconnection Facilities and Stand Alone Network Upgrades upon completion of such facilities. Pursuant to Article 5.2, the CAISO will obtain Operational Control of the Stand Alone Network Upgrades prior to the Commercial Operation Date.

  • Selection of Subcontractors, Procurement of Materials and Leasing of Equipment The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract.

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  • Notice to Proceed - Site Improvements The Recipient shall not commence, or cause to be commenced, any site improvements or other work on the Land until the Director has issued a Notice to Proceed to the Recipient. Such Notice to Proceed will not be issued until the Director is assured that the Recipient has complied with all requirements for the approval of a grant under Revised Code Sections 164.20 through 164.27 and has completed any land acquisition required by the Project. A Notice to Proceed shall be required for all Project prime contractors or direct procurement initiated by the Recipient following execution of this Agreement.

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  • Interconnection Customer’s Interconnection Facilities Construction The Interconnection Customer’s Interconnection Facilities shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Participating TO and Interconnection Customer agree on another mutually acceptable deadline, the Interconnection Customer shall deliver to the Participating TO and CAISO “as-built” drawings, information and documents for the Interconnection Customer’s Interconnection Facilities and the Electric Generating Unit(s), such as: a one-line diagram, a site plan showing the Large Generating Facility and the Interconnection Customer’s Interconnection Facilities, plan and elevation drawings showing the layout of the Interconnection Customer’s Interconnection Facilities, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Interconnection Customer's step-up transformers, the facilities connecting the Large Generating Facility to the step-up transformers and the Interconnection Customer’s Interconnection Facilities, and the impedances (determined by factory tests) for the associated step-up transformers and the Electric Generating Units. The Interconnection Customer shall provide the Participating TO and the CAISO specifications for the excitation system, automatic voltage regulator, Large Generating Facility control and protection settings, transformer tap settings, and communications, if applicable. Any deviations from the relay settings, machine specifications, and other specifications originally submitted by the Interconnection Customer shall be assessed by the Participating TO and the CAISO pursuant to the appropriate provisions of this LGIA and the LGIP.

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