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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Related to Asphaltic Concrete Resurfacing Projects Shoulder Construction Included As A Part Of The Contract

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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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