Paving and Surfacing Sample Clauses

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. 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 Xxxxxxx Xxxxxxxx “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. PART 1 -
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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. 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.
Sample 1
Paving and Surfacing. A. All paving is included per the site plan. The following paving sections are included:
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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 (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.

  • 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 3.9.1 All plant material shall conform to the Canadian Nursery Landscape Association’s Canadian Nursery Stock Standard (ninth edition or newer). 3.9.2 There shall be an opaque wood fence or masonry wall at least 1.8 metres tall along the eastern property line extending the length of the surface parking area and access to the underground parking area as generally shown on Schedule B. 3.9.3 Prior to the issuance of a Development Permit, the Developer agrees to provide Landscape Plan that comply with the provisions of this section. The Landscape Plan shall be prepared by a Landscape Architect (a full member, in good standing with Canadian Society of Landscape Architects) and comply with all provisions of this section. 3.9.4 Prior to issuance of the first Occupancy Permit the Developer shall submit to the Development Officer a letter prepared by a member in good standing of the Canadian Society of Landscape Architects certifying that all landscaping has been completed according to the terms of this Development Agreement. 3.9.5 Notwithstanding Section 3.9.4, where the weather and time of year do not allow the completion of the outstanding landscape works prior to the issuance of the Occupancy Permit, the Developer may supply a security deposit in the amount of 110 percent of the estimated cost to complete the landscaping. The cost estimate is to be prepared by a member in good standing of the Canadian Society of Landscape Architects. The security shall be in favour of the Municipality and shall be in the form of a certified cheque or automatically renewing, irrevocable letter of credit issued by a chartered bank. The security shall be returned to the Developer only upon completion of the work as described herein and illustrated on the Schedules, and as approved by the Development Officer. Should the Developer not complete the landscaping within twelve months of issuance of the Occupancy Permit, the Municipality may use the deposit to complete the landscaping as set out in this section of the Agreement. The Developer shall be responsible for all costs in this regard exceeding the deposit. The security deposit or unused portion of the security deposit shall be returned to the Developer upon completion of the work and its certification. 3.9.6 All landscape areas designed to be installed upon any portion of the building must be supported by documentation from a Structural Engineer indicating that the building design is able to support any required drainage or additional weight caused by the landscaped area.

  • Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

  • Exterior and interior functional areas and spaces of the Project, with technical and equipment requirements on each;

  • Restrooms The restrooms, toilets, urinals, vanities and the other apparatus shall not be used for any purpose other than that for which they were constructed, and no foreign substance of any kind whatsoever shall be thrown therein. The expense of any breakage, stoppage or damage resulting from the violation of this rule shall be borne by the Tenant whom, or whose employees or invitees, shall have caused it.

  • Building and Improvements Lessor shall obtain and keep in force during the term of this Lease a policy or policies in the name of Lessor, with loss payable to Lessor and to any Lender(s), insuring against loss or damage to the Premises. Such insurance shall be for full replacement cost, as the same shall exist from time to time, or the amount required by any Lender(s), but in no event more than the commercially reasonable and available insurable value thereof if, by reason of the unique nature or age of the improvements involved, such latter amount is less than full replacement cost. Lessee-Owned Alterations and Utility Installations, Trade Fixtures and Lessee's personal property shall be insured by Lessee pursuant to Paragraph 8.

  • 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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