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. 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. 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. 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. Asphalt overlay with rotomilling at edges.
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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.
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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 install any required asphalt patching above the public utility installations described above. I make a motion to approve Resolution 05-20, Series of 2020. Xxxxx X’Xxxxx, Public Works Director 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
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Related to Asphalt Patching

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (000) 000-0000. The irrigation system shall be designed, and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CSTC chooses to subtend a Verizon access Tandem, CSTC’s NPA/NXX must be assigned by CSTC to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG. 9.2.2 CSTC shall establish Access Toll Connecting Trunks pursuant to applicable access Tariffs by which it will provide Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic to and from CSTC’s Customers. 9.2.3 The Access Toll Connecting Trunks shall be two-way trunks. Such trunks shall connect the End Office CSTC utilizes to provide Telephone Exchange Service and Switched Exchange Access to its Customers in a given LATA to the access Tandem(s) Verizon utilizes to provide Exchange Access in such LATA. 9.2.4 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access to allow CSTC’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier which is connected to a Verizon access Tandem.

  • 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.

  • ADJACENT EXCAVATION-SHORING If an excavation shall be made upon land adjacent to the demised premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the demised premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which demised premises form a part from injury or damage and to support the same by proper foundations without any claim for damages or indemnity against Owner, or diminution or abatement of rent.

  • 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.

  • Underground Tanks If underground or other storage tanks storing Hazardous Materials located on the Premises or the Project are used by Tenant or are hereafter placed on the Premises or the Project by Tenant, Tenant shall install, use, monitor, operate, maintain, upgrade and manage such storage tanks, maintain appropriate records, obtain and maintain appropriate insurance, implement reporting procedures, properly close any underground storage tanks, and take or cause to be taken all other actions necessary or required under applicable state and federal Legal Requirements, as such now exists or may hereafter be adopted or amended in connection with the installation, use, maintenance, management, operation, upgrading and closure of such storage tanks.

  • Excavation If an excavation shall be made upon land adjacent to the Leased Premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the Leased Premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which the Leased Premises form a part from injury or damage and to support the same by proper foundation, without any claim for damages or indemnity from Landlord, or diminution or abatement of Rent.

  • Generators Temporary installation of generators, and permanent installation of generators that are placed inside existing non-residential buildings or that occupy an area under 50 square feet behind the building they serve.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

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