Asphalt Patching Sample Clauses

Asphalt Patching. At the discretion of the CTDOT District that prepares the Encroachment Permit, all boreholes through state-owned pavement will require either hot-mix or cold-mix patching. Hot-Mix Patching The CTDOT Encroachment Permit obtained for the project may require that all boreholes conducted through pavement on state-owned roadways and lots be patched in kind with hot bituminous concrete. The patching shall include pounded stone base and bituminous concrete matching the thickness of the pavement section drilled into. The Contractor shall make certain that hot bituminous concrete is available at the time of year for which the work is to be completed. Cold-Mix Patching The CTDOT Encroachment Permit obtained for the project may require that all boreholes conducted through pavement on state-owned roadways be patched using high-performance cold-mix compound such as Aquaphalt®, or approved equal, applied per manufacturer recommendations. The patching shall include pounded stone base and cold-mix compound matching the thickness of the pavement section drilled into.
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Asphalt Patching. 1. The Estimated Total sums of money shown for the Cold Mix Asphalt Patching and Hot Mix Asphalt Patching items will be used as a budget value to set aside project funds and will not be used for bid comparison. Payment will be made as described below.
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Asphalt Patching. Work specified in this section consists of applying Type S-III asphalt or equivalent Superpave Mix, properly laid upon a prepared base. The thickness of the Asphalt top layer will normally be 1.5" to 2" compacted. If a greater thickness is needed, additional layer will be added. At no time should one layer or lift of asphalt pavement be more than 2" thick. Also, areas of existing asphalt paving that are disturbed by the removal and/or installation of concrete curbs and sidewalk shall be replaced by the Contractor in accordance with F.D.O.T.'s Standard Specifications for Road and Bridge Construction, Section 320 and Section 334, most recent edition, except where authorized by the County's Representative. Areas that are to be patched shall be squared by saw cutting, cl eaned and the base compacted before installing new asphalt. The depth required shall be at least one and one half (1.5") inches, compacted and the hot mixed asphalt shall be Type S-III or SP as specified. A tack coat shall be used to insure a good bond to the existing base and asphalt. The patched area shall be compacted flush with existing area of pavement. No under tolerances on thickness shall be permitted. Areas determined not in compliance with required thickness shall be removed and replaced by the Contractor at no cost to the County. Asphalt restoration associated with roadbase repairs shall be completed no later than forty-eight (48) hours after removal. Under no circumstances shall the Contractor leave open areas unattended for more than the specified time frame, unless otherwise authorized in writing by the County's Representative. Asphalt restoration associated with curb repairs shall be completed no later than seventy-two (72) hours after the curb has been replaced. Under no circumstances shall the Contractor leave open areas unattended for more than the specified time frame, unless otherwise authorized in writing by the County's Representative. Quantities measured for payment under this section shall be the actual area in square yards of asphaltic concrete installed within the limits of the contract. The asphalt paving will be paid for at the contract unit price per square yard completed and accepted. No additional payment will be made for thi c k nes s greater than indicated neither on the plans nor for pavement of unauthorized areas. Payment shall constitute full compensation for all labor, equipment, a nd materials, including bituminous material (plant mix), tack coat, and all ...
Sample 1
Asphalt Patching. The Developer shall provide a full depth, multi-layered asphalt patch for the extents of the roadway excavations. The extent of the required, full depth asphalt roadway patch shall be approved by the Town Public Works Director to provide for safe and uniform transitions from the older asphalt roadway. The Town shall maintain all asphalt Right of way improvements upon final acceptance and fulfillment of the warranty period.
Sample 1
Asphalt Patching. The Developer shall install any required asphalt patching above the public utility installations described above. BUDGET IMPACT: None MOTION FOR APPROVAL: I make a motion to approve Resolution 05-20, Series of 2020. ACTION REQUESTED: MOTION, SECOND, ROLL-CALL VOTE Resolutions require affirmative votes from majority of council members present Ordinances require four (4) affirmative votes Emergency ordinances require five (5) affirmative votes DEPARTMENT HEAD RESPONSIBLE: Xxxxx X’Xxxxx, Public Works Director RESOLUTION NO. 05-20 Series of 2020 A RESOLUTION BY THE TOWN COUNCIL OF THE TOWN OF XXXXXX, COLORADO, APPROVING A DEVELOPMENT AGREEMENT FOR THE DILLON URGENT CARE AND RESIDENCES PUD DEVELOPMENT PLAN WHEREAS, Pikes Peak Professional Services, LLC (the “Developer”) has received Town Council approval, with conditions, pursuant to Ordinance No. 08-2018, Series of 2018, to develop the Xxxxxx Urgent Care and Residences PUD Development Plan (“PUD Plan”) at the property located on Lot 45R, A Replat of Lots 43,44, & 45, Ptarmigan Trail Estates, Unit 1, Situated in the Southwest Quarter of Section 7, Township 5 South, Range 77 West of the Sixth Principal Meridian, Town of Xxxxxx, County of Summit, State of Colorado; and
Sample 1
Asphalt Patching. 2.1.1.3 Asphalt overlay with rotomilling at edges.
Sample 1

Related to Asphalt Patching

  • 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.

  • Fill, Backfill and Landscaping No soil found on Site, or transported to the Site from remote locations, which contains debris or waste or Hazardous Materials shall be used for fill, backfill or landscaping topsoil.

  • Loading RPMG shall schedule the loading and shipping of all outbound corn oil purchased hereunder, but all labor and equipment necessary to load trucks and rail cars and other associated costs shall be supplied and borne by Producer without charge to RPMG. Producer shall handle the corn oil in a good and workmanlike manner in accordance with RPMG’s written requirements and normal industry practice. Producer shall maintain the truck and rail loading facilities in safe operating condition in accordance with normal industry standards and shall visually inspect all trucks and rail cars to assure (i) cleanliness so as to avoid contamination, and (ii) that such trucks and railcars are in a condition suitable for transporting the corn oil. RPMG and RPMG’s agents shall have adequate access to the Ethanol Facility to load Producer’s corn oil on an industry standard basis that allows RPMG to economically market Producer’s corn oil. RPMG’s employees shall follow all reasonable safety rules and procedures promulgated by Producer and provided to RPMG reasonably in advance and in writing. Producer shall supply product description tags, certificates of analysis, bills of lading and/or material safety data sheets that are applicable to all shipments. In the event that Producer fails to provide the labor, equipment and facilities necessary to meet RPMG’s loading schedule, Producer shall be responsible for all costs and expenses, including without limitation actual demurrage and wait time, incurred by RPMG resulting from or arising in connection with Producer’s failure to do so.

  • Cutting, Patching, and Fitting The Contractor shall do all cutting, patching, and fitting of the Work that may be required to make its several parts come together properly and fit.

  • Staging In addition to the staging categories listed in paragraph 1 of Annex 2-A, this Schedule contains staging categories 20-A, 20-B, PR-1 and PR-130:

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

  • Computer Equipment Recycling Program If this Contract is for the purchase or lease of computer equipment, then Contractor certifies that it is in compliance with Subchapter Y, Chapter 361 of the Texas Health and Safety Code related to the Computer Equipment Recycling Program and the Texas Commission on Environmental Quality rules in 30 TAC Chapter 328.

  • Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.

  • Excavation If any excavation shall be made upon land adjacent to or under the Building, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter the Premises for the purpose of performing such work as said person shall deem necessary or desirable to preserve and protect the Building from injury or damage and to support the same by proper foundations, without any claim for damages or liability against Landlord and without reducing or otherwise affecting Tenant’s obligations under this Lease.

  • Glazing All new and replacement exterior windows shall have sealed, low emmissivity, insulating glass units which are manufactured by members of SIGMA and IGCC. Sealed insulating glass shall meet ASTM E774, class B. Glass shall be hermetically dual sealed, inert gas filled, double pane units with exterior 3/16” bronze float glass (IoE second surface), ½” air space, and interior 3/16” clear float glass. Insulated panels, if used, shall be 1” laminated panels equal to Xxxxx Industries architectural panels with a porcelain fused-on finish. Wired or clear fire-rated glass shall be UL approved. Safety glass shall be tempered or laminated, and shall meet ANSI 297.1 standard.

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