Surfacing. All new roadways and approaches and existing road tops that have been disturbed from construction activity shall be bituminous surfaced meeting current Minnesota Department of Transportation (MnDOT) specifications with a minimum ten-ton load capacity.
Surfacing. Ballast shall be added in sufficient amount to allow mechanical tamper to lift and align panel. Ballast shall be mechanically tamped and dressed. Ballast regulating equipment shall be configured to avoid damage to track components. Excavator or other machinery may be used in case of excessive negative profile. A minimum of 2 passes by the tamper, plus a minimum of 1 pass by the tamper placing stone under center of tie. Ballast in the crib area shall not reside above the top of the adjacent ties. Debris or stones shall be removed from the top of the ties. Excess ballast shall be removed and be placed as directed by the Engineer. Ballast damaged by overwork and/or excessive tamping or fouled by dirt or other deleterious material shall be removed and replaced at the Contractor’s expense.
Surfacing a. Prairie Surfaces will coordinate court subbase preparation following the Recipients’ install of HL3A Grade Asphalt
b. Prairie Surfaces will coordinate and oversee the installation of the Multisport Court surfacing and all equipment elements.
c. Prairie Surfaces will coordinate any testing required after surface is installed and share the results with the Recipient. In the event of the surfacing not meeting acceptable requirements of testing, as outlined by Jumpstart’s agreement with Prairie Surfaces, then Prairie Surfaces will rectify the deficiency and an inspection will be repeated.
Surfacing. Acid etch slab with phosphoric acid, then pressure wash slab clean with a 3,500 psi pressure washer.
Surfacing. All off-street parking spaces and access drives shall be improved with an asphaltic, concrete or equivalent surface and shall be graded and drained in accordance with the city or county drainage standards. A concrete drain pan should be used to carry accumulated water runoff and must be used in publicly maintained areas such as alleys. The property owner shall be responsible for providing an adequate access drive surface to ensure that site gravel/dirt is not transported/ deposited on the right-of-way.
Surfacing. B.5.a Proposed Class 3 Road
Surfacing. Following jointing of crossing panel to track, ballast shall be added in sufficient amount to allow mechanical tamper to lift and align panel. Ballast shall be mechanically tamped and dressed. Ballast regulating equipment shall be configured to avoid damage to track components. Excavator or other machinery may be used in case of excessive negative profile. A minimum of 2 passes by the tamper, plus a minimum of 1 pass by the tamper placing stone under center of tie. Final surface should place top of rail 1” above road surface along center line of road. Ballast in the crib area shall not reside above the top of the adjacent ties. Debris or stones shall be removed from the top of the ties. Excess ballast shall be removed and be placed as directed by the Engineer. Ballast damaged by overwork and/or excessive tamping or fouled by dirt or other deleterious material shall be removed and replaced at the Contractor’s expense.
Surfacing. Following jointing of track, ballast shall be added in sufficient amount to allow mechanical tamper to lift and align panel. Ballast shall be mechanically tamped and dressed. Ballast regulating equipment shall be configured to avoid damage to track components. Ballast Shall be placed and transported as specified in 2.3.10.
Surfacing. Materials used for surfacing the driveway must be permanent. asphalt (also called “tarseal” or “hotmix”) Note that the width of the sealed driveway (between xxxxx) shall not be less than 2.7 metres, with further widening on corners. .
Surfacing. Off-street parking and loading areas shall be surfaced with an all-weather material, and shall be graded and drained so as to carry surface water to the nearest public street, accessible storm sewer or other approved drainage control system. Outside Storage --------------- Goods and materials stored outside of buildings shall be screened from view of all streets if required by the Port Authority. Goods or materials that are untreated and may produce undesirable effects when exposed to the elements will be required to be treated or placed in enclosed building. Building Exteriors ------------------ Building exteriors on all four sides shall be constructed of materials considered high standard exterior finishes. Materials for exterior finishes shall require review and approval prior to use. Access Standards ---------------- All parcels of land must have access to a secondary or minor roadway before operators can begin operations on the property. Access drives off secondary and minor roadways will have a minimum width of forty (40) feet or a maximum of sixty (60) feet. All curb cuts will be a minimum distance of 150 feet from an intersecting street, measured from the centerline of paving. Curb cuts must be a minimum of forty (40) feet apart, and a minimum of twenty (20) feet from interior property lines. A minimum turning radius of forty (40) feet must be maintained for all access points to a roadway. ACCESS CONTROL AND SETBACK STANDARDS ------------------------------------ {In the original document, this page contains a diagram of the Primary, Secondary and Minor Roadways and rights-of-way.} ROADWAY AND UTILITY STANDARDS ----------------------------- {In the original document, this page contains a diagram of the Primary Roadway and Utility Standards.}
