Paving and Surfacing Sample Clauses

The Paving and Surfacing clause defines the requirements and standards for the installation of paved surfaces, such as roads, driveways, or walkways, within a construction project. It typically outlines the materials to be used, the methods of preparation and application, and the quality benchmarks that must be met, such as thickness, compaction, and finish. By specifying these details, the clause ensures that paved areas are constructed to a consistent and durable standard, reducing the risk of premature failure and clarifying expectations for both contractors and clients.
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Paving and Surfacing. Provide asphaltic concrete paving or Portland cement concrete paving for motor vehicle parking for new construction in accordance with referenced portions of “Standard Specifications for Construction 1990 Edition” of the MDOT. Existing paving shall be in a “like new” condition. Areas deemed not acceptable by the State will be repaired in the “like new” condition. a) Minimum 6” sand-gravel sub-base: MDOT 22A b) Bond or tack coat asphalt emulsion: MDOT SS-1h or MDOT MS-2a. c) Bituminous leveling course: MDOT Mixture 1100L Coarse aggregate: 20A Minimum thickness of leveling course: 3” (75mm) d) Bituminous top course: MDOT Mixture 1300T Coarse aggregate: 20-AAA Minimum thickness of top course: 1-1/2” (38 mm) e) New bituminous pavement and existing bituminous pavement shall be prepared and sealed with a coal tar emulsion sealer. Application of sealant shall be as recommended by the manufacturer, and performed upon initial delivery of the leased premises and 2 years after possession. a) Minimum 6” sand-gravel sub-base: MDOT22A
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Paving and Surfacing. PART 1 -
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Paving and Surfacing. Provide Asphaltic Concrete Paving or Portland Cement Concrete Paving for new construction and for unacceptable existing construction in accordance with referenced portions of “Standard Specifications for Construction 1990 Edition” of the MDOT. Asphaltic Concrete Paving shall consist of: a) Minimum 6" sand-gravel sub-base: MDOT 22A b) Bond or tack coat asphalt emulsion: MDOT SS-1h or MDOT MS-2a. c) Bituminous Leveling Course: MDOT Mixture 1100L Coarse aggregate shall be 20A Minimum thickness of leveling course shall be 3" (75 mm) d) Bituminous Top Course: MDOT Mixture 1300T Coarse aggregate shall be 20-AAA Minimum thickness of top course shall be 1-1/2 (38 mm) e) New bituminous pavement and existing bituminous pavement shall be prepared and sealed with a coal tar emulsion sealer. Application of sealant must be as recommended by the manufacturer. a) Minimum 6” sand-gravel sub-base: MDOT 22A b) Reinforcement: 6” x 6” (W1.4) wire mesh c) Minimum compressive strength: 4000 PSI in 28 days. d) Minimum cement content: 6 bags e) Minimum air-entrainment: 5% f) Maximum slump: 4 inches g) Minimum thickness: 5 inch depth. Lot shall be striped to designate "No Parking" areas and to accommodate the minimum parking indicated in the lease. One of the handicapper spaces shall be "van accessible" as described in the ADA rules. Paint all lines and stripes using one coat yellow or blue ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇ “Pro-Mar Traffic Paint” as appropriate at a rate of one gallon for every 350 lineal feet of four inch (4") wide stripe following State's approval of the parking layout as provided by the Lessor. Provide curbs, guardrails, curb cuts and wheel stops to meet Barrier Free Design requirements, and ADA rules at reasonable access points to the sidewalks and building. 3.1 Cast In Place Concrete shall meet the following specifications:
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Paving and Surfacing. (a) Bituminous paving: 7-ton asphaltic concrete paving for all driveways and 5-ton construction for staff parking lot. (b) Concrete paving: 4-inch thick light broom finished concrete sidewalks; 6 by 12 inches light broom finished concrete curb and gutter at building side of all bituminous pavement.
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Paving and Surfacing. A. All paving shall consist of 3" of Class "B" compacted asphaltic concrete mix supported by 6" of compacted stone base material.
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Paving and Surfacing. A. All paving is included per the site plan. The following paving sections are included:
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Paving and Surfacing. A. The vehicular drives and parking surfaces were priced with 1" asphalt in parking stalls and 2" asphalt in roadway areas. Included is 6" header curb. Concrete shall be 3,000 PSI. B. A 5' wide sidewalk has been included at appropriate walkpaths around the building as required for egress. Concrete shall be 3,000 PSI with non-slip broom finishes.
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Related to Paving and Surfacing

  • CUTTING AND PATCHING The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly.

  • Skidding and Yarding Methods of skid- ding or yarding specified for particular areas, if any, are indicated on Sale Area Map. Outside Clearcutting Units and construction clearings, insofar as ground conditions permit, products shall not be skidded against reserve trees or groups of reproduction and tractors shall be equipped with a winch to facilitate skidding. B6.421 Rigging. Insofar as practicable, needed rigging shall be slung on stumps or trees desig- nated for cutting.

  • 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 (▇▇▇) ▇▇▇-▇▇▇▇. 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.

  • Premises Parking and Common Areas 2.1 Letting Lessor hereby leases to Lessee, and Lessee hereby leases from Lessor, the Premises, for the term, at the rental, and upon all of the terms covenants and conditions set forth in this Lease. Unless otherwise provided herein, any statement of square footage set forth in this Lease, or that may have been used in calculating rental and/or Common Area Operating Expenses, is an approximation which Lessor and Lessee agree is reasonable and the rental and Lessee's Share (as defined in Paragraph 1.6(b)) based thereon is not subject to revision whether or not the actual square footage is more or less.

  • Landscaping The Owner will, before its plan of subdivision is released for registration, pay to the Town in lieu of planting any trees on the public streets within the plan, the amount shown for the purpose upon Schedule “J”.