Pavement Patching Sample Clauses

Pavement Patching. Delete the last sentence of the first paragraph beginning with “During periods of winter shutdown…”. 619-5 BASIS OF PAYMENT 619-5.01 General.
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Pavement Patching. Pavement Patching is to include milling and disposal of defective roadway material, placing and compacting of new patch material and will be measured by the square yard basis at a four inch (4”) depth. New hot mix material used in the Pavement Patching will be measured by the ton. Delivery of the new hot mix material will be paid for under the applicable Hauling of Hot Mix Material pay item. Specifications for Curbline Cold Milling of Asphalt Surfaces:
Sample 1
Pavement Patching. A.) For failed Pavement - If the need should arise, and ONLY AT THE DIRECTION OF THE SUPERINTENDENT, to patch a section of the existing pavement that has “failed” the following shall apply: The total depth requirement for patching flexible pavement, as described in the Standard Specification Section 304.04, is hereby amended to be SIX (6) inches. The material under the patch is expected to be in a compacted condition in accordance with said Specification 304.04.
Sample 1
Pavement Patching. Paving shall not proceed until deficient base material areas and utility trenches have been corrected and are ready to receive paving. Paving shall not be applied until the Engineer inspects and approves the finished base.
Sample 1

Related to Pavement Patching

  • Pavement The combined surface course, base course, and subbase course, if any, considered as a single unit.

  • Pavement Design If applicable, the Engineer shall incorporate the pavement design developed by the State for this project. If the pavement design is not available, the State may request the Engineer to perform pavement design and submit to State for review and approval.

  • Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.

  • School Improvement Plans The School shall develop and implement a School Improvement Plan as required by section 1002.33(9)(n), Florida Statutes and applicable State Board of Education Rules or applicable federal law.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CBB chooses to subtend a Verizon access Tandem, CBB’s NPA/NXX must be assigned by CBB to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG.

  • PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.

  • Staging In addition to the staging categories listed in paragraph 1 of Annex 2-A, this Schedule contains staging categories 15-A, PR-8, PR-15, PR-35 and PR-50:

  • Landscape Develop and coordinate landscape design concepts entailing analysis of existing conditions, proposed components and how the occupants will use the facility. Include location and description of planting, ground improvements and visual barriers.

  • School Improvement Plan As permitted under IC § 20-10.2-3-1.5, the Charter shall serve as the Charter School's strategic and continuous school improvement and achievement plan (hereafter, the "School Improvement Plan"). To the extent that IC § 20-10.2 applies to the Charter in its function as the School Improvement Plan, the Organizer shall comply with the requirements under IC § 20-10.2.

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